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Plans (13) Case# Address Building Closed BUP2015-00365 13145 HAWKS BEARD 5 BUP2015-00361 13465 HAWKS BEARD 1 BUP2015-00366 13351 HAWKS BEARD 6 BUP2015-00362 13375 HAWKS BEARD 2 BUP2015 00367 13215 HAWKS BEARD 7 BUP2015 00363 13295 HAWKS BEARD 3 BUP2015-00368 13435 HAWKS BEARD 8 BUP2015 00364 13205 HAWKS BEARD 4 BUP2015-00369 13327 HAWKS BEARD 9 4 BUP2015-00370 13225 HAWKS BEARD 10 t j BUP2015-00371 13285 HAWKS BEARD 11 ,' " `' SUBMITTAL COVER SH ET . Time Frame Inc. 8383 NE Sandy Blvd. Suite #455 40/ circ i� 4. , , Portland OR, 97220 Office:(503)255-1747 Fax:(503)255-4150 Submittal ID# Project# Date Project Name TFS-03CLUBREV.1 1660 9/7/2016 TIGARD APARTMENTS SUBMITTED TO: PREPARED BY: To: Kevin Kunishige Name: Brian Olson Firm: Holland Construction Title: Project Manager it SUBMITTAL TYPE: Pre-Fabricated Wood Trusses-Clubhouse Rev.1 COMMENTS: D REVIEWED ❑ REVISE AND RESUBMIT ❑REJECTED X FURNISH AS CORRECTED ConeUiorrb or c,uuuneritb made on the Slop drdwinyb during tirib review do clot relieve Contractor from ComplianCa with. requirements of the drawings and specifications. This check is Specification/Detail only for reWimgffidonformance with the design concept 0617 53 CLUBHOUSE LAYOUT of tl,c pivic�.l a,,J general wnINliaui,. vvitfI ii 1T71VnIIQEILII yivcu in thin contrart rincrrmentc This contractor is recpnnsible for 06 17 53 CLUBHOUSE SEALS confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; i.,00rdirialiny his work with that of dll oilier lradeb, and (uerfunniny his$work in a Safe and saticfartory manner FROELICH ENGINEERS. INC. DATE. 9-13-16 RV. RH This submittal has been reviewed only for conformance with the - 17 ';',1' design concept and for compliance with information given in the ' Proect Name P Pt Contract Documents,,and does not extend to means, methods, - y techniques, sequence of construction, dimensions, or safety - 135th &Scholls i pre',autions thereto. Review does not relieve the Contractor from responsibility for deviations from Drawings or Specifications _ unless the LRS Architect's attention has been called to such ❑ REVIEWED U REVISE AND RESUBMIT der j3tions in writing at the time of submission. - Corrections have been made on submittal material by LRS - E✓ REVISE AS NOTED El RECORD ONLY Architect's in accordance with Article 4.2.7 of the General _ Conditions of the Contract for Construction, with additional comments as follows: - BY kkunishige DATE 9/9/2016 No Exception Taken 0 Make Corrections Noted Q - see structural comments SUBMITTAL# 0617 53.003 Revise&Resubmit 0 Record Only ❑ REVIEW BY HOLLAND CONSTRUCTION,INC IS FOR DESIGN INTENT ONLY By:Steve feMente - SUBCONTRACTOR AND/OR SUPPLIER IS RESPONSIBLE FOR DIMENSIONS,QUANTITIES,AND FULL COMPLIANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.REVIEW BY HOLLAND CONSTRUCTION,INC DOES Lis Date:09/14/2016 NOT RELIEVE SUBCONTRACTOR AND/OR SUPPLIER OF THE RESPONSIBILITY REQUIRED BY THE TERMS AND CONDITIONS OF THEIR CONTRACT WITH HOLLAND CONSTRUCTION,INC. ARCHITECTS Submittal No. 06 17 53.003 Holland=PURPLE I Architect=RED I Structural=Green I Interiors=BLUE -i 111-1 MiTek� MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 16-DD6731 Tigard Apts. -CC The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Precision Roof Trusses,Inc. Pages or sheets covered by this seal: K2347782 thru K2347886 My license renewal date for the state of Oregon is December 31,2017. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. ��-,ik0 PR O,res ,0GINs> � F-R ©� 89200PE OREGON Al,V <0 "1 74,2.°\ P} -E*RRtLL 6 September 7,2016 Baxter,David IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions(s)identified and that the designs comply with ANSI/TPI 1.These designs are based upon parameters shown(e.g.,loads, supports, dimensions,shapes and design codes),which were given to MiTek.Any project specific information included is for MiTek's customer's file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of the design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347782 16-DD6731 A01 COMMON SUPPORTED GAB 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:18 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-31oQYbxn3uSVwHmxgrxac_?4JgGieULe?k4E0myg?f7 P 7-3-12 14-7-8 1 7-3-12 7-3-12 4x4 = Scale=1:34.7,, 6 .. 2x3 H __ 2x3 II 7 5 8.00 12 2x3 II j j L 2x3 I I ,. 8 4 2x3 I I 5 r,I. 2x3 II 9 O 3 ,b 2x3 II 0 r 2x3 H 10 2 r LI 11 1 I 1-, I — oro o I 3x6 3x6 II 20 19 18 17 16 15 14 13 12 2x3 H 2x3 11 2x3 I I 2x3 I I 2x3 II 2x3 II 2x3 II 2x3 I I 2x3 I I 1-6-0 . 14-7-8 1-6-0 13-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress lncr YES WB 0.09 Horz(TL) -0.00 12 n/a n/a BCLL 0.0 BCDL 8,0 Code IBC2012fTP12007 Matrix-R Weight:76 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 HF Std WEDGE Left:2x4 HF Std,Right:2x4 HF Std REACTIONS. All bearings 11-7-8. (Ib)- Max Horz 20=109(LC 7) Max Uplift All uplift 100 lb or less at joint(s)17,18,19,20,15,14,13,12 Max Gray All reactions 250 lb or less at joint(s)16,17,18,19,20,15,14,13,12 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=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;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 4)Gable studs spaced at 1-4-0 oc. r 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17,18,19,20,15, , O PR OFF 14,13,12. .� GR � 7)NA � � �fi ,,Q 444 -17 ���,,��89200PE r Ii53!.. --- pOREGON�� ate" 'O q}, 7 4,2fl 0"" IR ' R i t-.\- 6 EXPIRES: 12/3112017 September?,201 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. L Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 11111a 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 Mi TT ek 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 Cdteda,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347783 16-DD6731 A02 Common 5 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:19 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-XxMomxyPgCaMXRK7OYTp9CYBI4bQNx3nEOpnZDyg?f6 7-3-12 14-7-8 7-3-12 7-3-12 4x4 = Scale=1:34.5 3 1.1 8.00 12 1 3x4 i 3x4 2 4 1 s ,,, �� 116.; T _ _ • IT 3x6 II 7 3x6 H 8 62x3 H 2x3 I I 3x8 = 1-6-0 0-2-i2 5-7-0 12-10-12 5-7-0 2 1032- 14-7-8 12 1- 6-0 Plate Offsets(X,V)-- [2:0-1-12,0-1-8].[4:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.01 7-8 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.17 Vert(TL) -0.03 7-8 >999 240 TCDL 10.0 'BOLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 6 n/a n/a BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:66 lb FT=0% LUMBER- BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std 11 WEDGE Left:2x4 HF Std,Right:2x4 HF Std REACTIONS. (lb/size) 8=629/0-5-8,6=629/0-5-8 Max Horz 8=87(LC 5) Max Uplift 8=-15(LC 8),6=-15(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-455/44,3-4=-455/44 WEBS 2-8=-558/71,4-6=-558/71,2-7=-20/259,4-7=-21/260 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6. <<- EO PRQp �C\. ..,-• F9 ra'L 89200PE Pt- 0 Cr 7 OREGON tx As 'd q3/ 14,(4°.\ Q-}` �RR10,- 4� EXPIRES: 12/31/2017 September 7,201 I WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M167473 rev.10/03/2015 BEFORE USE. MINN Design void 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347784 16-DD6731 B01 ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:21 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-TKUZBdzfMpg4nkUWVzVHEddbVuHxrrH4hilud5yg?f4 r 15-0-0 I30-0-0 i 15-0-0 15-0-0 4x4= Scale=1:66.3 12 11 0 - 13 10 14 8.00 12 9 - 15 8 16 7 1111111 17 • 35 18 5 - 36 34 _ 19 37 5x5 = 33 323 _ - ..39 38 31` 21 2 40 30 22 a 29 'J. ' 23 42 28 43 d 3x6 I r 3x6 l o 46 45 44 26 25 24 3x4= 3x4 = ' 1-11-8 I 1 1-6-0 l 15-0-0 l 28-0-8 l 30-0- 0 1-6-00-5-8 13-0-8 13-0-8 1-11-8 Plate Offsets(X,Y)-- [25:0-2-0,0-0-15].[45:0-2-0,0-0-15] ` LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.17 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.01 24 n/a n/a BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:160 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. ` OTHERS 2x4 HF Std WEDGE Left:2x4 HF Std,Right:2x4 HF Std REACTIONS. All bearings 27-0-0. (Ib)- Max Horz 46=217(LC 5) Max Uplift All uplift 100 lb or less at joint(s)35,36,37,38,39,40,41,42,43, 44,34,33,32,31,30,29,28,27,26 except 45=-407(LC 5),25=-405(LC 4), 46=-482(LC 4),24=-369(LC 5) Max Gray All reactions 250 lb or less at joint(s)36,37,38,39,40,41,42,43, 44,34,33,32,31,30,29,28,27,26 except 45=362(LC 6),35=333(LC 9), 25=361(LC 7),46=613(LC 16),24=529(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 10-11=-31/256,11-12=-20/258,12-13=-10/252 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.Il;Exp B;enclosed; r MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ti9 0 PR Open 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 Ol Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. `C3� \AG]NEMC- w 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 SCh �i9 4)All plates are 2x3 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. A.C' 89200 P E 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)35,36,37,38,39, , ,• 40,41,42,43,44,34,33,32,31,30,29,28,27,26 except(jt=lb)45=407,25=405,46=482,24=369. 8)Non Standard bearing condition. Review required. - �6/OREGON Ix , 4 i?' 14 2.p P4 EXPIRES: 12/31/2017 September 7,201 A.WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-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 L a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M 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 Sheet,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347785 16-DD6731 802 Roof Special 7 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:22 2016 Page 1 ID:aw9SQ115u0OHyMvBeTdJVHynEXg-xW 1 xOz_H77yxOu3i3hOWnqAg?HYJa4RDwM2R9Xyg?f3 1-11-8 I 6-6-4 6-6-4 26-6-4 1-6-4 1 6-6-4 I 28-0-8 1-108 4x5 = Scale=1:65.1 4 a 8.00 12 3x4 // AA' 3x4-� 3 5 • =4X6 // �lrIIIIIIIIIII:5::: `"4X8 \�2 11 9 6 iA e 4x5 \ 4x5 // Rl 'a;liP 5.50 12 I,�� 1 O =. g;tea' d 3x6 H 12 8' 3x6 HH 5x5= 5x5 = 1-11-8 30-0-0 1--66--00 0-5-6 s 6-42 1s 6-4 21-6-4- 28-0-8 2015-611-6-0 1 ''Plate Offsets(X,Y)-- [2:0-2-4,0-2-0],[3:0-1-12.0-1-8],[4:0-2-8,0-1-12],[5:0-1-12,0-1-8].[6:0-2-4,0-2-0],[8:0-2-8,0-2-6J,[9:0-1-8.0-2-0],[11:0-1-8,0-2-0],[12:0-2-8,0-2-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IDc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.17 10 >999 240 MT20 185/148 (Roof TCDLSnow-210)0 Lumber DOL 1.15 BC 0.48 Vert(TL) -0.38 9-10 >823 240 CLL 0.0 Rep Stress lncr YES WB 0.98 Horz(TL) 0.39 8 n/a n/a BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:139 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 HF Std WEDGE Left:2x4 HF Std,Right:2x4 HF Std REACTIONS. (lb/size) 12=1290/0-5-8,8=1290/0-5-8 Max Horz 12=174(LC 5) Max Uplift 12=-30(LC 8),8=-30(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2398/89,3-4=-2202/11,4-5=-2202/28,5-6=-2398/7 BOT CHORD 10-11=-84/2099,9-10=0/2099 WEBS 4-10=0/1842,5-10=-269/203,5-9=-352/50,6-9=0/1930,6-8=-1190/93,3-11=-352/60, 2-11=0/1930,2-12=-1190/131 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 21 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,8. <<-‘:“) P R OP4,c,s ��Co �\AGINF '9 /0 2 89200PE vt— aim p OREGON 5 /Q Al}- 14,20' +<,-�- 4.11:i R I tri- . EXPIRES: 12/3112017 September 7,201 t I mit 41 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M-Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Qualify Crtieda,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347786 16-DD6731 B03 Roof Special 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 S Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:22 2016 Page 1 ID:aw9SQ115u0OHyMvBe?dJVHynEXg-xW1xOz_H77yxOu3i3h0WngAf5HYra4VDwM2R9Xyg?f3 r 1-11-8 8-5-12 15-0-0 j 21-6-4 21-73 28-6-0 I f 1-11-8 ' 6-6-4 6-6-4 6-6-4 0-1-0 6-10-12 4x5 = Scale=1:61.6 4 8.00 12 3x4 i 3x4 3 tammitmwm VA 5 .. 9 5x8 PIIIIIIIIIIIIIIIIIIIIIIP- 4 6x8 M18SHS� N 3x9 i 10 8 iir6 :h 24x5 \\ 4x5 // 74 1:. 5 5.50 12 r 3x4 II'=' 3x8 11 7 555= 21-8-0 1-601-lp1� 8-5-12 15-0-0 21-64 21-�ir4 28-6-0 1601 6-6-4 6E3 6-6-4 0-T-0 6-10-0 0-0-12 Plate Offsets(X,Y)-- [2:0-3-12.0-1-8],[3:0-1-12.0-1-8],[4:0-2-8,0-1-12],[5:0-1-12.0-1-8].[6:0-2-12.0-1-8],[7:0-2-0.0-1-4],[8:0-1-120-2-0],[10:0-2-0.0-1-12].[11:0-2-8.0-2-6] L LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.18 8-9 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(TL) -0.40 8-9 >798 240 M18SHS 185/148 TCDL 10.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.40 7 n/a n/a BCLL 0.0Code IBC2012/TP12007 Matrix-R Weight:136 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-10:2x4 DF Std,6-7:2x4 DF No.2 6-0-0 oc bracing:10-11. WEDGE Left:2x4 HF Std REACTIONS. (lb/size) 11=1310/0-5-8,7=1129/0-5-8 Max Horz 11=189(LC 7) Max Uplift 11=-29(LC 8),7=-22(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2451/90,3-4=-2273/12,4-5=-2273/29,5-6=-2559/29,6-7=-1177/10 BOT CHORD 9-10=-86/2148,8-9=0/2242,7-8=-53/297 WEBS 2-11=-1210/131,2-10=0/1982,3-10=-363/61,4-9=0/1921,5-9=-335/186,5-8=-307/53, 6-8=0/1809 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 r 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)All plates are MT20 plates unless otherwise indicated. DEQ PR OF 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. ES 5)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify SCO NG]NEER c1;,-_, /) capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,7. G.(- $g^200 P E r `�74. OREGON A*4 , /O4 ' 14,2°�>4 RRIO- EXPIRES: 12/31/2017 September7,201 41 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0.3/2015 BEFORE USE. il Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not L. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 Tigard Apts.-CC K2347787 16-DD6731 B04 Scissor 1 1 Job Reference(optional) , PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:23 2016 Page 1 I D:aw9SQ115uOOHyMvBe?dJVHyn EXg-PjbJ b l?wuQ4o02eu dOXIJ 2igohtxJYl N90n?iyg?f2 I 6-10-12 6-1112 13-6-0 I 20-0-4 20-1-4 27-0-0 I 6-10-12 0- a 6-6-4 6-6-4 0-1-0 6-10-12 4x4 I I Scale=1:63.0 3 8.00 12 3x4 3 x4 Q 2 = 4 r � 1 ..9. 8 5x8 71111111111111111111 5x10 M18SHS i ift q 5x10 M18SHS - a 111111111111111111111111111111111111111111111111111111111111111111*4 1 9 75 ,h 10 4x5 \\ 4x5 // 5.50 12 r� 6 10 3x4 3x4 H 6-11-12 I 6-10-0 6-10012 13-6-0 I 20-0-4 20011.04 27-0-0 6-10-0 0-0-2 6-6-4 6-6-4 0-i-a 6-10-12 0-1-0 Plate Offsets(X.Y)-- [1:Edge,0-1-12].[2:0-1-12,0-1-8],[3:0-2-4,0-2-01[4:0-1-12,0-1-81[5:Edae,0-1-12].[6:0-2-0,0-1-4],[7:0-1-12,0-2-0],[9:0-1-12.0-2-0],[10:0-2-0,0-1-4] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.19 8 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.52 Vert(TL) -0.41 8-9 >779 240 M18SHS 185/148 CLL 0.0 Rep Stress lncr YES WB 0.94 Horz(TL) 0.43 6 n/a n/a BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:131 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-8:2x4 DF Std,1-10,5-6:2x4 DF No.2 REACTIONS. (lb/size) 10=1148/0-5-8,6=1148/0-5-8 Max Horz 10=-188(LC 4) Max Uplift 10=-22(LC 8),6=-22(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2613/86,2-3=-2347/11,3-4=-2347/29,4-5=-2613/27,1-10=-1196/91, 5-6=-1196/69 BOT CHORD 9-10=-210/427,8-9=-85/2291,7-8=0/2291,6-7=-53/298 WEBS 3-8=0/2003,1-9=0/1854,2-9=-318/64,2-8=-269/169,4-8=-321/188,4-7=-318/53, 5-7=0/1854 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.11;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 i`y TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ‹C LI. P �F�`I.t+ - capacity of bearing surface. , ..0 ,G[NEE, V0 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,6. ' ,2, `�� 9200p �" AltrivIee' y tt OREGON Akr tx 'Q IP. 7 4 2.©'` �,-$- 111 RIO- EXPIRES: 12131/2017 September 7,201 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/09/2015 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' MIT is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IY� 1 IC 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,Alexandna,VA 22314. Corona CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347788 16-DD6731 B05 Scissor 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:23 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-PjbJbl?wuQ4o02eudOXIJ2igohb(JYIN9On?iyg?f2 1" 6-10-12 6-11-12 13-6-0 1 20-0-4 20--4 27-0-0 I 6-10-12 0-1-0 6-6-4 6-6-4 0-1-0 6-10-12 4x4 I I Scale=1:63.0 3 - 8.00 12 3x4 llihhhh... ., i 3x4'� 2 I_ ) 4 r 6 O 5x8 711111111111111I 5x10 M18SHS!i 4 `' 5x10 M18SHS w 1 9 7 5 us iiiii 4x5 V\ 4x5 // i m � I •n 5.50 12 R-' 6 10 3x4 3x4 I I 6-11-12 6-10-0 6-1 5p12 13-6-0 20-0-4 20iy1-4 27-0-0 I 6-10-0 0-0-12 6-6-4 6-6-4 0-1-0 6-10-12 0-1-0 Plate Offsets(X,Y)-- [1:Edae.0-1-12].[2:0-1-12,0-1-8],[3:0-2-4,0-2-0],[4:0-1-12.0-1-8],[5:Edge,0-1-12].[6:0-2-0.0-1-41[7:0-1-12,0-2-0],[9:0-1-12,0-2-0],[10:0-2-0.0-1-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.19 8 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.52 Vert(TL) -0.41 8-9 >779 240 M18SHS 185/148 TCDL 10.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.43 6 n/a n/a BCLL 0.0Code IBC2012/TP12007 Matrix-R Weight:131 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-8:2x4 DF Std,1-10,5-6:2x4 DF No.2 REACTIONS. (lb/size) 10=1148/0-5-8,6=1148/0-5-8 Max Horz 10=-188(LC 4) Max Uplift 10=-22(LC 8),6=-22(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2613/86,2-3=-2347/11,3-4=-2347/29,4-5=-2613/27,1-10=-1196/91, 5-6=-1196/69 BOT CHORD 9-10=-210/427,8-9=-85/2291,7-8=0/2291,6-7=-53/298 WEBS 3-8=0/2003,1-9=0/1854,2-94-318/64,2-8=-269/169,4-8=-321/188,4-7=-318/53, 5-7=0/1854 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(fiat roof snow);Category II;Exp B;Partially Exp.;Ct=1 r' 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ok. 0 P R OFFS 5)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��ANG[N EFR �`© capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,6. �� �9 ,��.. 89200PE c' •-i 4PW ... pi,-, PI OREGON �• 4f D ERRILk- EXPIRES: 12/31/2017 September7,201 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.1003/2015 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 chard members only.Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIT Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347789 16-DD6731 B06 Common 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 Mitek Industries,Inc. Wed Sep 07 13:47:24 2016 Page 1 ID:aw9SQ115u0OHyMvBe?dJVHynEXg-tv9hpeOYfkCeeCD5A62_sFFOQ5DT27u WNgXYEQyg?f1 6-9-8 13-6-0 20-2-8 27-0-0 6-9-8 6-8-8 6-8-8 6-9-8 4x5 H Scale=1:61.2 3 i 8.00 12 3x5 \\ 3x5 // 4 2 d 4x5 I I 4x5 VA m 5 V riro 103x5= 9 8 7 3x5 =6 3x4= 3x4 = 3x4 = 9-1-3l 17-10-13 27-0-0 9-1-3 8-9-11 9-1-3 "Plate Offsets(X,Y)-- [2:0-2-0,0-1-41[4:0-2-0.0-1-4],[6:0-2-4,0-1-8],[10:0-2-4,0-1-8] TCLL LOADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.09 6-8 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.50 Vert(TL) -0.20 6-8 >999 240 CLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.04 6 n/a n/a BCDL 8,0 Code IBC2012/TP12007 Matrix-R Weight:143 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-10,5-6:2x4 DF No.2 WEBS 1 Row at midpt 2-10,4-6 REACTIONS. (lb/size) 10=1148/0-5-8,6=1148/0-5-8 Max Horz 10=184(LC 5) Max Uplift 10=-22(LC 8),6=-22(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-449/78,2-3=-1242/117,3-4=-1242/117,4-5=-449/78,1-10=-409/78,5-6=-409/78 BOT CHORD 9-10=-45/1023,8-9=0/765,6-8=0/1023 WEBS 3-8=-59/436,4-8=-283/152,3-9=-59/436,2-9=-283/152,2-10=-1006/3,4-6=-1006/3 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 45 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,6. otic\ PR©FFs �- c:c� ��yG[Nth' `S`©?r c 89200PE 9r 7/.... , OREGONtx �Q, /6 9y 14 2.°N �- ��R R 11..1- � - EXPIRES: 12/31/2017 September 7,201 ,,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 0/11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/TP11 QuaBty Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347790 16-DD6731 B07 Common 5 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:25 2016 Page 1 I D:aw9SQ 115uOOHyMvBe?dJVHynEXg-L5j30_0AQ2KVG MoHkpaDPToBCVZgnZKfcKG6msyg?f0 6-9-8 13-6-0 20-2-8 26-8-8 1 28-6-0- I 6-9-8 8 6-8-8 6-8-8 6-6-0 1-9-8 4x5 H Scale=1:61.2 3 _ 8.00 12 • 3x5 \\ 41(5 // 2 4x5 12x3 I I Atibil1 5 5 6 co 10 9 8 3x4 = . •,. 3x6 I I 113x5 = 3x4 = 3x4= 3x4 = 28-6-0 27-0-0 I 9-1-3 17-10-13 26-8-8 280-0I-1-81 1-6-0 1 8-1-3 8-9-11 8-9-11 0-2-12 Plate Offsets(X.Y)-- [2:0-2-0.0-1-4],[4:0-2-0,0-1-4].[11:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.09 7-9 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(TL) -0.21 7-9 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.04 7 n/a n/a BCLL 0.0Code IBC2012/TP12007 Matrix-R Weight:148 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-11:2x4 DF No.2 WEBS 1 Row at midpt 2-11,4-7 WEDGE Right:2x4 HF Std REACTIONS. (lb/size) 11=1144/0-5-8,7=1294/0-5-8 Max Horz 11=-187(LC 4) , Max Uplift 11=-22(LC 8),7=-29(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-449/78,2-3=-1236/117,3-4=-1231/120,4-5=-322/94,1-11=-408/79 BOT CHORD 10-11=-42/1018,9-10=0/760,7-9=0/1009 WEBS 3-9=-61/428,4-9=-271/154,3-10=-59/436,2-10=-284/152,2-11=-1000/4,4-7=-1131/0, 5-7=-411/153 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 00 PR 0i- 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,7. �� tit �R.0 �� 89200PE pr .._....A. IP' .dee-:. © OREGON Ott✓¢ tx ��<0 1}- 14,2,4 ��- S-ERRtVA- EXPIRES: 12/31/2017 September7,201 ®WARNING-VerIly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M147473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 MMTek' 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 Quoin,/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 Tigard Apts.-CC K2347791 16-DD6731 B07-DT COMMON 1 1 Job Reference(optional) .. PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:25 2016 Page 1 I D:aw9SQ 115uOOHyMvBe?dJVHyn EXg-L5j30_OAQ2 KVGMoHkpaDPTo5tVan nTUfcKG6msyg?f0 6-9-8 13-6-0 20-2-8 26-8-8 128-6. 0 6-9-8 6-8-8 6-8-8 6-6-0 1-9-8 4x8 M18SHS = Scale=1:69.6 3 8.0012 3x5 \\ 4x5 // 2 4 4% N, 4' 3x6 12x3 111 . x 4. •• it :.,: r x 1 au X- . ,:.� .X_ rL� l'i ._ A .,7 b `d 11 3x4 = 3x4 = 4x5 l l 3x6 I i 5x5 = 12 10 9 8 7 28-8-0 3x4 = 27-0-0 I 9-1-3 ..... I __. .17-10-13 ..... 26-8-8... 28.914 ) 9-1-3 8.9-11 8-9-11 0-0-12 0-2-12 1-6-0 Plate Offsets(X,Y)-- [2:0-2-0,0-1-4],[4:0-2-0.0-2-0],[7:0-3-0.0-1-12],[11:0-2-8.0-3-0] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.09 10-11 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(TL) -0.20 10-11 >549 240 M18SHS 185/148 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.03 9 n/a ' n/a BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:148 lb FT=0% LUMBER- BRACING- IOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 4-9-8 oc bracing. WEDGE WEBS 1 Row at midpt 3-9,3-10,2-11,4-7 Right:2x4 HF Std REACTIONS. All bearings 18-9-8 except(jt=length)11=0-5-8. (Ib)- Max Horz 11=-187(LC 4) Max Uplift All uplift 100 lb or less at joint(s)except 9=-381(LC 22),10=-538(LC 21),11=-1065(LC 21), 7=-1377(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 9=875(LC 19),10=1017(LC 20),11=1347(LC 20), 7=1755(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1101/954,2-3=-665/551,3-4=-825/719,4-5=-1310/1243,5-6=-268/175, 1-11=-363/76 BOT CHORD 10-11=-1273/1393,9-10=-1596/1672,7-9=-1607/1743 WEBS 3-9=-995/897,4-9=-418/230,3-10=-1080/1005,2-10=-422/165,2-11=-1637/1707, 4-7=-2107/2104,5-7=-388/153 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; 2)TCLL:ASCE 7-10WFRS ;P 25); 10 psf(flat roof snow);Category endlever left and right exposed; Exp B;Partially Expleft and right.;exposed;Lumber DOL=1.60 plate grip DOL=1.60 ��t�(��G D� sc) 3)All plates are MT20 plates unless otherwise indicated. C, l,GX4 F� Q� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.. 'Gtr -y 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 381 lb uplift at joint 9,538 lb uplift at $9200 P E 1"- joint "joint 10,1065 lb uplift at joint 11 and 1377 lb uplift at joint 7. 6)This truss has been designed for a total seismic drag load of 4000 lb with dead loads only.Lumber DOL=(1.60)Plate grip .... / __ DOL=(1.60) Connect truss to resist drag loads along bottom chord from 8-2-8 to 27-0-0 for 212.9 plf. 7G r,OREGON �tij IIIR �' EXPIRES: 12/31/2017 September 7,201 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Moak' 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 Tigard Apts.-CC K2347792 16-DD6731 B08 ROOF SPECIAL GIRDER 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:26 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-g1HSEK1 oBLSMtVNTIX5SxgKFyvrN Wunpr_0fJJyg?f? 6-6-8 13-3-0 19-11-8 22-0-11 26-9-0 6-6-8 6-8-8 6-8-8 2-1-3 4-8-5 5x8 M18SHS I I Scale:3/16"=1' 3 %I• 8.00 12 4x8\\ 3x5 // 2 4 *.� �i .. 0 A 4.,,,. 4x8 M18SHS I 5x6 5 1 m II 1 T . Am as . 11 10 9 8 7 g 4x8 M18SHS= 3x5 // 3x4 = 3x4 = 4x6 = 4x8 M18SHS = 5-0-0 8-10-3 13-3-0 17-7-13 22-0-11 26-9-0 5-0-0 3-10-3 4-4-13 4-4-13 4-4-13 4-8-5 Plate Offsets(X,Y)-- [2:0-2-12,0-1-0],[4:0-2-0.0-1-4],[5:0-4-3,0-0-0],[9:0-1-8.0-1-8].[10:0-2-11,0-1-4] 1- LOADING (psf) SPACING- 3-0-0 CSI, DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.08 9-10 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.73 Vert(TL) -0.20 8-9 >999 240 M18SHS 185/148 TCDL 10.0 Rep Stress Ina NO WB 0.96 Horz(TL) 0.05 6 n/a n/a - BCLL 0.0Code IBC2012/TP12007 Matrix-R Weight:168 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins(2-10-2 max.), except end verticals } BOT CHORD 2x6 DF No.2 (Switched from sheeted:Spacing>2-0-0). WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-11,5-6:2x4 DF No.2 WEBS 1 Row at midpt 4-6,2-11 REACTIONS. (lb/size) 6=1887/0-5-8,11=2526/0-2-8 (req.0-2-11) Max Horz 11=-276(LC 6) Max Uplift 6=-43(LC 9),11=-79(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-773/158,2-3=-2360/203,3-4=-2115/187,4-5=-786/149,1-11=-654/135, 5-6=-677/136 BOT CHORD 10-11=-100/2352,9-10=-100/2134,8-9=0/1374,6-8=-3/1743 WEBS 3-8=-76/619,4-8=-407/230,3-9=-118/1136,2-9=-869/225,4-6=-1654/0,2-11=-2510/0, 2-10=-3/944 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 ' 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,��� P R Q,c-- 5)WARNING:Required bearing size at joint(s)11 greater than input bearing size. Oxt 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 6 and 79 lb uplift at ��\C'S.('�NGI N'&'4 /0�9 joint 11. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1025 lb down and 57 lb up at 4' 89200PE t'- 5-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ...iirire _ LOAD CASE(S) Standard LCC 11. CC 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 7L, , ,�D� �. Uniform Loads(plf) �Q �� (A, g� - Vert:1-3=-105,3-5=-105,6-11=-24 Concentrated Loads(Ib) iii "R R i l-1- Vert:10=-1000(F) EXPIRES: 12/31/2017 September7,201 ®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 property 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 far 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/TP[1 QuaMy 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 Tigard Apts.-CC 16-DD6731 B09 Roof Special 2 1 K2347793 Job Reference(optional) .. PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:27 2016 Page 1 I D:aw9SQ 115uOOHyMvBe?dJVHynEXg-I UrgRg2QyfaDVfyfsEchUutXW IF8FPuy4eICrlyg?f 11-5-12 I 8-2-4 14-10-12 21-4-12 123-2.4 I 1-5-12 2 6-8-8 6-8-8 6-6-0 1-9-8 A 4x5 I I Scale=1:62.0 3 8.00 12 3x4 i : 2x3 I I 2 43x5 // 1 n 0ft /A1447 _ 2x3 5 6 o 11 10 9 8 7 3x6 I I 3x4 = 3x4 = 3x4 = 3x4 =3x4 232-4 21-8-4 I 3-9-7 l 8-2-4 12-7-1 21-4-12 21-- 3-9-7 4-4-13 4-4-13 8-9-11 0-0121-66-0 I 0-2-12 Plate Offsets(X,Y)-- [4:0-2-0,0-1-4],[11:0-1-12,0-1-8] LTCLL OADING (psf25 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 0.49 Vert(LL) -0.09 9-10 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.50 Vert(TL) -0.22 9-10 >999 240 CLL 0.0 Rep Stress lncr YES WB 0.71 Horz(TL) 0.02 7 n/a n/a BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:133 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE WEBS 1 Row at midpt 3-10,4-7 Right:2x4 HF Std REACTIONS. (Ib/size) 11=915/Mechanical,7=1067/0-5-8 Max Horz 11=-219(LC 4) Max Uplift 11=-19(LC 9),7=-26(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-565/89,3-4=-900/114,4-5=-308/96 BOT CHORD 10-11=-104/318,9-10=0/468,7-9=0/751 WEBS 3-9=-57/472,4-9=-310/154,2-11=-1034/90,3-10=-269/80,2-10=0/389,4-7=-804/0, 5-7=-407/153 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 L) TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)1 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 11 and 26 lb uplift at '\((' P �F�sc� joint 7. �� ��Co G1NF�R /0 `� 89200PE Vic` yG OREGON 1,, <0 -9 y 14 2-°\ t-A- - RRIO- EXPIRES: 12/31/2017 September 7,201 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 far 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/TPil 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 Tigard Apts.-CC K2347794 16-DD6731 B10 Common 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:27 2016 Page 1 I D:aw9SQ 115uOOHyMvBe?dJVHyn EXg-I UrgRg2Qyfa DVfyfs Ech UutXXI Fm F Uy4e1Criyg?f_ 1 3-7-0 10-3-8 16-9-8 1 18-7-071 3-7-0 6-8-8 6-6-0 1-9-8 Scale=1:61.1 i 4x5 8.00 12 2 r 3x4 I I 1 v 3x5 // 3 '' / ;9 V) N 1rj UD 2x3 I I 4 16 o 7 3x4 =6 3x6 8 3x4= 18-7-0 3x4 = 17-1-0 7-11-13 7-11-13 8-9-11 0-0-1 1-6-0 1 0-2-12 Plate Offsets(X,Y)-- 12:0-2-8.0-1-121.13:0-2-0,0-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.09 6-7 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.46 Vert(TL) -0.20 6-7 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.01 6 n/a n/a BCLL 0.0Code IBC2012/TP12007 Matrix-R Weight:109 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE WEBS 1 Row at midpt 1-8,2-8,3-6 Right:2x4 HF Std REACTIONS. (lb/size) 8=715/Mechanical,6=871/0-5-8 Max Horz 8=-248(LC 4) Max Uplift 8=-46(LC 9),6=-16(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-620/103,3-4=-294/89 BOT CHORD 7-8=-34/257,6-7=0/531 WEBS 2-7=-74/513,3-7=-357/158,2-8=-627/111,3-6=-530/11,4-6=-389/153 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.Il;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. B 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 46 lb uplift at joint 8 and 16 lb uplift at ���0 P R Opp,, joint 6. ��GINE$- k),/, ,s47 �/��89200PE fir'' OREGON X44/ �L/C.?1- 14tZ ��,4 .R R I ,- EXPIRES: 12/31/2017 September-7,201 MINIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona.CCA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347795 16-DD6731 BX01 ROOF SPECIAL GIRDER 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:28 2016 Page 1 I D:aw9SQ115uOO HyMvBe?dJVHyn EXg-mg PCf032jzi47p WsPx7w05QagiXH_ut611Vm M Byg?ez 5-8-1 11-0-11 16-8-12 5-8-1 5-4-9 5-8-1 4x5 I I 3x4 — 3x4 — 4x5 I I Scale=1:41.7 ►� il 6 6a Sa 6a 6a 6Z ii n n p • * * 8 7 6 '10 9 3x10 II 3x7 II 3x10 II 5 - 3x8 M18SHS I I 3x8 M18SHS I 1 5- 2-11-13 8-4-6 13-8-15 16-3-4 1fi�-8-12 -5- 2-6-5 5-4-9 5-4-9 2-6-5 0-5$ `Plate Offsets(X,Y)-- [1:0-1-12,0-1-12].L4:0-1-12.0-1-12].[6:0-5-8,Edge],[7:0-4-12,0-1-8] 8:0-5-8.Edoe] 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 0.90 Vert(LL) -0.10 7-8 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.76 Vert(TL) -0.21 7-8 >947 240 M18SHS 185/148 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.02 5 n/a n/a BCDL 8,0 Code IBC2012/TP12007 Matrix-R Weight:256 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-4, except end verticals. BOT CHORD 2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF No.2*Except* WEBS 1 Row at midpt 1-9,4-5 1-9,4-5:2x4 HF Std REACTIONS. (Ib/size) 9=6715/0-5-8,5=6715/0-5-8 Max Horz 9=192(LC 21) Max Uplift 9=-165(LC 4),5=-165(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-5957/141,1-2=-2521/79,2-3=-4469/92,3-4=-2521/79,4-5=-5957/141 BOT CHORD 7-8=-165/3574,6-7=-140/3574,5-6=-1268/1296 WEBS 4-6=-120/6274,3-6=-2790/139,3-7=-39/2375,2-7=-39/2375,2-8=-2790/139, 1-8=-120/6274 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-8-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. c PROF 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; �� �+ MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 rs 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 �`� �NG]N �� /O* 5)Provide adequate drainage to prevent water ponding. l,t✓ 3' 6)All plates are MT20 plates unless otherwise indicated. 89200PE c" 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 165 lb uplift at joint 9 and 165 lb uplift at , j,/. joint 5. O�': _1 9)This truss has been designed for a total seismic drag load of 1500 lb with dead loads only.Lumber DOL=(1.60)Plate grip t r DOL=(1.60) Connect truss to resist drag loads along bottom chord from 15-8-12 to 16-8-12 for 1500.0 plf. 7OREGON 1(r 10) Girder carries tie-in span(s):9-0-0 from 0-0-0 to 16-8-12;29-0-0 from 0-0-0 to 16-8-12 1.- `, \� f� 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. fd ABIY 1 4,2 �y,r LOAD CASE(S) Standard Yl�RR��-`" 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-70,5-9=-747(F=-151,B=-581) EXPIRES: 12131/7017 September 7,201 Ap -- ,WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7179 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347796 16-DD6731 BX02 Roof Special Girder 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:28 2016 Page 1 I D:aw9SQ 115uOO HyMvBe?dJVHynEXg-mgPCf032jzi47PW sPx7w05QkKihR_1961I Vm M Byg?ez 3-4-15 3-4-15 W kA Scale=1:12.8., r IME 1111 4 N 11114111111 MI MI 1 MI 8 3 2x3 114 3x4= - 3-4-15 3-4-15 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 0.29 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.11 Vert(TL) -0.01 3-4 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.01 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:16 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins:1-2, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std REACTIONS. (lb/size) 4=205/Mechanical,3=205/Mechanical Max Horz 4=-42(LC 4) Max Uplift 4=-23(LC 4),3=-23(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 lb uplift at joint 4 and 23 lb uplift at joint 3. 7)Girder carries hip end with 0-0-0 right side setback,0-0-0 left side setback,and 4-1-4 end setback. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard �� `� .AGlNE-p, cvs 5'/e., 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 els*Uniform Loads(2=) 892QOPE Vert:1-2=-107,3-4=-24(F=-8) 1 c- -4 4411., '-dj• ac !am OREGON74. �� ��� <0 All)' 14,2° 4. SFR R 1 IA- v EXPIRES: 12/31/2017 September7,201 • A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not v 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 MiTel 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 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. ` Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347797 16-DD6731 BX03 Roof Special Girder 1 1 Job Reference(optional) _ PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:29 2016 Page 1 I D:aw9SQ 115uOOHyMvBe?dJVHynEXg-EtyasM3gTGgxkz52zfe9ZJytp6vNj RI FXyEJudyg?ey 3-4-15 3-4-15 J Scale=1:35.6 1 W42i ga II le on gimmi - 4 3 3x4 I I 4x4 = 3-4-15 _ 3-4-15 TCLL LOADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.02 3-4 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.58 Vert(TL) -0.04 3-4 >979 240 BCLL 0.0 Rep Stress lncr NO WB 0.14 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 Code IBC2012fTP12007 Matrix-R Weight:33 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins:1-2, except end verticals. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std REACTIONS. (lb/size) 4=872/Mechanical,3=872/Mechanical Max Horz 4=-148(LC 4) Max Uplift 4=-163(LC 4),3=-163(LC 5) Max Gray 4=924(LC 14),3=924(LC 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=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 163 lb uplift at joint 4 and 163 lb uplift at joint 3. 71 Girder carries tie-in span(s):24-0-0 from 0-0-0 to 3-4-15 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ��.0) PR OFen LOAD CASE(S) Standard �(j,INE�� ( ) 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Z Uniform Loads(2=) �� 89200P E 1-- 411411"4"°e: ' Vert:1-2=-70,3-4=-489(F=-473) er 7 ,,OREGON �Gri 'Q -4.) 14,2-(3\ l 0 l-i- �ERR11-k- - EXPIRES: 12/31/2017 September 7,201 Al WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,The building designer must verify the applicability of design parameters and properly incorporate this design into the overall { building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI 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 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347798 16-DD6731 BX04 Roof Special Girder 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:29 2016 Page 1 - ID:aw9SQ115uOOHyMvBe?dJVHynEXg-EtyasM3gTGgxkz52zfe9ZJyv361gjTPFXyEJudyg?ey 3-4-15I I 3-4-15 3x4 = / Scale=1:12.8 i. 1 I/ Y .4 N MIE I /� A, 6 3 2x3 II 4 3x4 = - 3-4-15 I 3-4-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.11 Vert(TL) -0.01 3-4 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.01 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:16 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins:1-2, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. - WEBS 2x4 HF Std REACTIONS. (lb/size) 4=205/Mechanical,3=205/Mechanical Max Horz 4=-42(LC 4) Max Uplift 4=-23(LC 4),3=-23(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.11;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 lb uplift at joint 4 and 23 lb uplift at joint 3. 7)Girder carries hip end with 0-0-0 right side setback,0-0-0 left side setback,and 4-1-8 end setback. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. r 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard ����� afi scS 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ��CO ��GI NE'p, /.0 Uniform Loads(plf) •92��PE Vert:1-2=-107,3-4=-24(F=-8) 1.411.17 y OREGON �4cr, 'Q -1)- 142 5-k- EXPIRES: 12/31/2017 September'7,201 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 8411-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347799 16-DD6731 BX05 Roof Special Girder 1 1 Job Reference(optional) _ PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:29 2016 Page 1 I D:aw9SQ115uOO HyMvBe?dJVHyn EXg-EtyasM3gTGgxkz52zfe9ZJyto6wAjRH FXyEJ udyg?ey 3-4-15 3-4-15 ' Scale=1:35.6 1 M2 1�MII IL1 r o. _I - 4 3 3x4 I I 4x4 = 3-4-15 3-4-15 LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 IC 0.44 Vert(LL) -0.02 3-4 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(TL) -0.03 3-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) -0.00 3 n/a n/a BCDL g.p Code IBC2012fTP12007 Matrix-R Weight:33 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins:1-2, except end verticals. _BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std REACTIONS. (lb/size) 4=805/Mechanical,3=805/Mechanical Max Horz 4=-148(LC 4) Max Uplift 4=-162(LC 4),3=-162(LC 5) Max Gray 4=859(LC 14),3=859(LC 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=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 162 lb uplift at joint 4 and 162 lb uplift at joint 3. 7)Girder carries tie-in span(s):22-0-0 from 0-0-0 to 3-4-15 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �� .� PR aFP 'LOAD CASE(S) Standard \C` r��3I NE' - 1S,© 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 \'r 'h7" C? Uniform Loads(pit) � -yam Vert:1-2=-70,3-4=-446(F=-430) 89200PE r 4111111111V*' , 174. OREGONtx fit, '64147)-- 142Q''\ �4 RRIL-- ` EXPIRES: 121310017 September 7,201 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7479 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 Mel(' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regardingthe fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Clyde Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347800 16-DD6731 BX06 Roof Special Girder 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:30 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-i3Wy3i4JEayoM7gEXM9O6W V4mWNuSwfPmc_tR4yg?ex 3-5-2 I 3-5-2 �, li Scale=1:12.8 „ _ .11111 1 111111111111111 ' me Ir r 6 3 2x3 114 3x4 = 3-5-2 3-5-2 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.01 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.11 Vert(TL) -0.01 3-4 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.01 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 8.0 Code IBC2012/TPI2007 Matrix-R Weight:16 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins:1-2, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std REACTIONS. (lb/size) 4=206/Mechanical,3=206/Mechanical Max Horz 4=42(LC 5) Max Uplift 4=-23(LC 4),3=-23(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 lb uplift at joint 4 and 23 lb uplift at joint 3. 7)Girder carries hip end with 0-0-0 right side setback,0-0-0 left side setback,and 4-1-8 end setback. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard ���0 P �F's 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 \Co �NGI NEF•9 `�/p Uniform Loads(plf) �Cr 1. Vert:1-2=-107,3-4=-24(F=-8) 89200PE r* Aiiiriece _ g� CC � O OREGONtt, <0 q9. 14,2a\ �- ill EXPIRES: 12/31/2017 September 7,201 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/09/2015 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 bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI{TPl1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347801 16-DD6731 BX07 Roof Special Girder 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:30 2016 Page 1 I D:aw9SQ115uOOHyMvBe?dJVHynEXg-i3Wy3i4JEayoM7gEXM9O6W V2YWHRSuYPmc_tR4yg?ex 3-5-2 3-5-2 Scale=1:35.6 1 2 grari II 1.111v- ur m MN 11 4 3 3x4 H 4x4 3-5-2 3-5-2 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 0.44 Vert(LL) -0.01 3-4 >999 240 MT20 185/148 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.46 Vert(TL) -0.03 3-4 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.14 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 8,0 Code IBC2012/TP12007 Matrix-R Weight:33 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins:1-2, except end verticals. SOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std REACTIONS. (lb/size) 4=715/Mechanical,3=715/Mechanical Max Horz 4=-148(LC 4) Max Uplift 4=-184(LC 4),3=-184(LC 5) Max Gray 4=727(LC 14),3=801(LC 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=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 184 lb uplift at joint 4 and 184 lb uplift at joint 3. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard „ PRQFFss 14)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 CJtaGINE.z. Uniform Loads(pif) Vert:1-2=-70,3-4=-386(F=-370) 4✓ -37 89200PE OREGON�� 44/ 14 2p 'RRiL�- EXPIRES: 12/31/2017 September 7,201 46,WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid far use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMil 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/TP11 Quality Cdteda,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347802 16-DD6731 BX08 Roof Special Girder 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:31 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-AF4LH25x?u5f HFR54gdek2AzwddBJdY_GjQzWyg?ew 3-4-15 3-4-15 Scale=1:58.6 1 2 r= r:1- II 4 3 3x5 I I 5x5= 3-4-15 3-4-15 Plate Offsets(XV)-- [3:0-2-8,0-2-12],[4:0-2-12.0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.01 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.40 Vert(TL) -0.03 3-4 >999 240 TCDL 10.0 Rep Stress Ina NO WB 0.28 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:52 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins:1-2, except end verticals. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No.2*Except* WEBS 1 Row at midpt 1-4,2-3,1-3 1-3:2x4 HF Std REACTIONS. (lb/size) 4=637/Mechanical,3=637/Mechanical Max Horz 4=-258(LC 4) Max Uplift 4=-450(LC 4),3=-450(LC 5) Max Gray 4=914(LC 14),3=914(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-445/458 WEBS 1-3=-454/454 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 450 lb uplift at joint 4 and 450 lb uplift at C O p R OF joint 3. F5's 7)Girder carries tie-in span(s):17-0-0 from 0-0-0 to 3-4-15 � 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 'Q .?j 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). CCS 89200 P E LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Airofe Vert:1-2=-70,3-4=-339(F=-323) OREGON 1'�/©�'Y14 ''/6 44RRlt-t- EXPIRES: 12/31/2017 September 7,201 ®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 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347803 16-DD6731 BX09 Roof Special Girder 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:31 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-AF4LH25x?u5f HFR54gdek2FMwi5BNgY_GjQzWyg?ew 3-4-15 3-4-15 1 3x4 = ` , �' Scale=1:20.8 imaimiiii mi.\. r I 6 3 4 3x4 = 2x3 I I 3-4-15 3-4-15 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 0.31 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.11 Vert(TL) -0.01 3-4 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.02 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 8,0 Code IBC2012/TP12007 Matrix-R Weight:21 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins:1-2, except end verticals. ,130T CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std REACTIONS. (lb/size) 4=214/Mechanical,3=214/Mechanical Max Horz 4=-80(LC 4) Max Uplift 4=-54(LC 4),3=-54(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 54 lb uplift at joint 4 and 54 lb uplift at joint 3. 7)Girder carries hip end with 0-0-0 right side setback,0-0-0 left side setback,and 4-4-8 end setback. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard '�ti'QN�a afi�s_cl i)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 CO !NG)NE&—, /O Uniform Loads(plf) c.:3, `i '9 * Vert:1-2=-112,3-4=-25(F=-9) 44/ -j' '' '' 89200PE 1-' 401pA.--�I PG, OREGON ,��,`� /6gy14 Zo\ �4 " RRILA- EXPIRES: 12/31/2017 September 7,201 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mil MIII 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 chard 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 Quatly Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Corona.CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347804 16-DD6731 CO1 GABLE 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER INC. CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:34 2016 Page 1 ATTACH PIGGYBAOK TRUSS ID:aw9SQ115uOOHyMvBe?dJVHynEXg-bgmTv37pIpTErk_OmCEKGMgdF7cdOfB hEy4aryg?et TO EACH PURLIN WITH -1-0-9 8-6-0 14-0-0 19-6-0 28-0-0 2g-o 2-16D NAILS TOENAILED. 1-0-1 8-6-0 5-6-0 5-6-0 8-6-0 1-0-0 ROOF SHEATHING TO BE CONTINUOUS OVER JOINT / Scale=1:84.0 (SHEATHING TO OVERLAP MIN.12"OVER JOINT) ROOF SHEATHING TO BE CONTINUOUS OVER JOINT (SHEATHING TO OVERLAP MIN.12"OVER JOINT) 8.00 12 is t 4x5// 3 3x4 = �4 5 4r4 _ / - 4x14 // 4x5 2 / Q 67 1, 4 0 0 X3 8 Y 4 / n t m m101 lei 64 6 g12 4x6 = 10 11 9 8 2x3 I I 3x8= 3x4 = 3x — 2x �1T1 .5x3 on each face of OA ends of un-plated NOTE:PIGGYBACK CONNECTION DETAIL MAY BE APPLIED TO members • JOB 16-DD6731 TRUSSES C01,CO2 4x6 = 8-6-0 19-6-0 28-0-0 8-6-0 11-0-0 8-6-0 Plate Offsets(X,Y)-- [2:0-3-12,0-2-81[5:Edge,0-2-4].[6:0-2-0,0-1-12],[12:0-3-0.0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.18 9-11 >999 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.64 Vert(TL) -0.41 9-11 >800 240 TCDL 10.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.01 8 n/a n/a BCLL 0.0 BCDL 8.0 Code IBC2012/TP12007 Matrix-S Weight:424 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr"Except" TOP CHORD Structural wood sheathing directly applied, except end verticals,and ` 3-5:2x4 DF No.2 2-0-0 oc purlins(6-0-0 max.):3-5. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 6-8,3-11,4-11,4-9,5-9 6-8:2x4 DF No.2 OTHERS 2x4 HF Std"Except" 2-12:2x6 DF No.2 REACTIONS. (lb/size) 8=1268/Mechanical,64=1268/0-5-8 Max Horz 64=298(LC 7) Max Uplift 8=-112(LC 9),64=-120(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-851/133,3-4=-565/172,4-5=-573/150,6-8=-1210/140,5-6=-855/131 BOT CHORD 11-12=-271/254,9-11=-184/648 WEBS 2-11=-78/621,6-9=-98/701 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;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 PR Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. .�tLQ`�� °Pen — 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 � ANG]N E`c,4 /d 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �C • non-concurrent with other live loads. �' 5)Provide adequate drainage to prevent water ponding. $92E�a�E t'^ 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Refer to girder(s)for truss to truss connections. Q 9)Bearing at joint(s)64 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify OREGON to capacity of bearing surface. FL„ .� ,`bt• k 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 112 lb uplift at joint 8 and 120 lb uplift /0 q 1 4 r�Q 4at joint 64. ,f I e.�C'' 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. CR R t�\,. EXPIRES: 12/31/2017 September 7,201 •a ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design void 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 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347805 16-DD6731 C01-CAP GABLE 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:35 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-30Kr7P8R36b5SuZCKvIZpaC?RX5W7Bc8vuhe6Hyg?es 5-6-0 11-0-0 5-6-0 5-6-0 4x4= Scale=1:23.3 5 2x3 I I ,1 62x3 11 8.00 12 4 2x3 il 1 7 2x3 I I 2 3 1 89 , - 3x4-= 14 13 12 11 10 3x4 = 2x3 II 2x3 H 2x3 I I 2x3 i I 2x3 I I 11-0-0 11-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:42 lb FT=0% -IBCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. . OT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 HF Std REACTIONS. All bearings 11-0-0. (Ib)- Max Horz 1=-74(LC 4) Max Uplift All uplift 100 lb or less at joint(s)1,9,2,8,13,14,11,10 Max Gray All reactions 250 lb or less at joint(s)1,9,2,8,12,13,14,11,10 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;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 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9,2,8,13,14, 11,10• ��Q,�D P R OF�rSs 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. ���\� ENGINE 6 /v* '89200PE aCt- ye 4,0,OREGON .10 /© qy f4,2P °.4 EXPIRES: 12/31/2017 September 7,201 MIIMI .41,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/09/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not !1 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. Far 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347806 16-DD6731 CO2 Roof Special 8 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:36 2016 Page 1 I Q ID:aw9SQ115uOOHyMvBe?dJVHynEXg-XDuEK193gQjx428OtdGoLnIzlxl5sZhH8YRBejyg?er 0 1f-0--0 8-6-0 15-6-0 5-6-0 8-6-0 21I � -0-0 SEE TRUSS CO1 FOR PIGGYBACK CONNECTION DETAIL 4x4 = Scale=1:84.0 3x4= 4x5 // 3 8.00 12 d ,. - 4x14 // 4x5*".•1,0,' 67 Pill I 4 n 9 no CO CO WI ,L 13 .1:1 11 10 9 8 2x3 I I 3x8= 3x4 = 3x8 = 2x4 I I 4x6 = - 4x6 = 8-6-0 19-6-0i 28-0-0 8-6-0 11-0-0 8-6-0 Plate Offsets(X,Y)-- 12:0-3-12.0-2-8].[5:Edge,0-2-41,[6:0-2-0.0-1-12].[12:0-3-0.0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.18 9-11 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.64 Vert(TL) -0.41 9-11 >800 240 TCDL 10.0 Rep Stress lncr YES WB 0.36 Horz(TL) 0.01 8 n/a n/a BCLL 0.0 Code IBC2012/1P12007 Matrix-S Weight:202 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 3-5:2x4 DF No.2 2-0-0 oc purlins(6-0-0 max.):3-5. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 6-8,3-11,4-11,4-9,5-9 6-8:2x4 DF No.2 OTHERS 2x6 DF No.2 REACTIONS. (lb/size) 8=1268/Mechanical,13=1268/0-5-8 Max Horz 13=247(LC 7) Max Uplift 8=-9(LC 9),13=-18(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-851/63,3-4=-565/92,4-5=-573/78,6-8=-1210/38,5-6=-855/65 BOT CHORD 9-11=-98/648 WEBS 2-11=-17/621,6-9=-29/701 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. _t o PR QF4-,-, ' 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `CJ ANG]NE. - /Q 6)Refer to girder(s)for truss to truss connections. CO ?j 7)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify , 'V capacity of bearing surface. 89200PE c' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,13. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. gCC OREGON�� oto /6 qy 14 2.0 �- - ��R R t t..\.- EXPIRES: 12/31/2017 September 7,201 A WARNING-Verfly 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 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. Far general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347807 16-DD6731 CO2-CAP GABLE 8 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:36 2016 Page 1 I D:aw9SQ 115uOO HyMvBe?dJ V HynEXg-XDuEK193gQjx428OtdGo Ln I7AxQ7se LH8YRBejyg?er I 5-6-0I 11-0-0 5-6-0 5-6-0 4x4= Scale=1:23.3 3 r1 - 8.00 12 0 ce A -+-- 0 - 3x4= 6 3x4= 2x3 II 11-0-0 11-0-0 Plate Offsets(X,V)-- 13:0-2-0,0-2-4] LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(TL) n/a - n/a 999 'BCLL 0.0 Rep Stress lncr YES WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:34 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 HF Std REACTIONS. All bearings 11-0-0. (Ib)- Max Horz 1=59(LC 5) Max Uplift All uplift 100 lb or less at joint(s)2,4 except 1=-281(LC 14),5=-255(LC 15) Max Gray All reactions 250 lb or less at joint(s)1,5 except 2=532(LC 14),4=519(LC 1),6=351(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-6=-262/31 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;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 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4 except(jt=lb) iik .a PR Ofiess 1=281,5=255. '8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building GIN designer. c �Cr� EF' O- �,S...? 89200PE v1- ct OREGON �,C4,, 'd -.' 14 Z p- - MRR 10- ' EXPIRES: 12/31/2017 September 7,201 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/1015 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347808 16-DD6731 CO3 Roof Special 8 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:37 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-?PRcX5AibkroiCiaRKnlu?IDdKgIbvOQNCAkAAygTeq 0-10-4 1-0--3 7-1-12 6-10-4 26-10-4 7-1-12 2 0-0 4x4 H Scale=1:75.1 4 - 8.00 12 3x4 i 3x4 3 5 10 477.3 5x8 = 4x5Q 17 rn1 ro 11 9 O 3x5 % 3x5 Y ro 6.00 12 8 12 3x4 I I - 3I4 H 7-1-12 14-0-0 20-10-4 28-0-0 7-1-12 6-10-4 6-10-4 7-1-12 Plate Offsets(X,Y)-- [2:0-2-4,0-1-12].[3:0-1-12.0-1-8].[4:0-2-4.0-2-4[5:0-1-12,0-1-8].[6:0-2-4.0-1-12].[10:0-4-0,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.12 10 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.40 Vert(TL) -0.27 9-10 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.30 8 n/a n/a BCLL 0.0Code IBC2012/TPI2007 Matrix-R Weight:147 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-12,6-8:2x4 DF No.2 REACTIONS. (lb/size) 12=1272/0-5-8,8=1272/0-5-8 Max Horz 12=-248(LC 6) Max Uplift 12=-31(LC 8),8=-31(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1906/62,3-4=-1978/11,4-5=-1978/28,5-6=-1906/38,2-12=-1253/84, 6-8=-1253/71 BOT CHORD 11-12=-257/323,10-11=-141/1717,9-10=0/1674 WEBS 4-10=0/1569,5-9=-540/50,3-11=-540/59,2-11=0/1390,6-9=0/1390 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs - non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Bearing at joint(s)12,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ����� G[No's/ capacity of bearing surface. �j 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,8. ,~.� 29 cc-- 89200PE 1.' -AlliF �G OREGON Lct �� �<Lr /O q} 14,2° P4 'SER R I LL R:k EXPIRES: 12/31/2017 September 7,201 a A WARNING-Verity 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 T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Matti(' 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347809 16-DD6731 C04 ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:38 2016 Page 1 Q I D:aw9SQ115u0OHyMvBe?dJVHynEXg-Tb?_IRAKM 1 zfJLHnn?2IGQCgPOk1 nKW Wabrwljcyg?ep 110-0 14-0-0 14-0-0 2 0-0 - 4x4 = Scale=1:77.5 13 12 - 14 11 15 8.00 12 10 16 9 g7 = 19 4 6 20 5 - 37 21 4x4 4 - 3836 1111111i 22 4x4395x5 = 35 23 40 34 23 1 1 41 33 Ill = ` 24� 42 32 4 , ./ 43 31 m i 44 30 to 45COO.12 I 2g 48 47 46 28 27 26 3x5 = 3x5 = 14-0-0 28-0-0 14-0-0 14-0-0 "Plate Offsets(X,Y)-- [2:0-2-0,0-1-12],[24:0-2-0,0-1-12].[26:0-0-0,0-0-6].[48:0-0-0,0-0-6] LOADING (psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.00 24 n/r 120 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(TL) 0.00 24 n/r 90 BCLL 0.0 Rep Stress lncr YES WB 0.14 Horz(TL) -0.01 27 n/a n/a BCDL 8,0 Code IBC2012/TP12007 Matrix-R Weight:203 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 HF Std REACTIONS. All bearings 28-0-0. (Ib)- Max Horz 48=-311(LC 6) Max Uplift All uplift 100 lb or less at joint(s)38,39,40,41,42,43,44,45,46, 35,34,33,32,31,30,29,28 except 48=-941(LC 4),26=-739(LC 5), 37=-138(LC 7),47=-831(LC 5),27=-781(LC 4) Max Gray All reactions 250 lb or less at joint(s)38,39,40,41,42,43,44,45, 46,36,35,34,33,32,31,30,29,28 except 48=997(LC 7),26=787(LC 6), 37=286(LC 9),47=896(LC 6),27=843(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-48=-398/367,2-3=-308/297,10-11=-61/254,11-12=-51/280,12-13=-41/277, 13-14=-34/275,14-15=-42/278,15-16=-51/252,23-24=-286/276,24-26=-371/341 BOT CHORD 47-48=-416/403 WEBS 3-47=-291/282,23-27=-272/263 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.11;Exp B;enclosed; CO PROF MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate �� FS "grip DOL=1.60 `CD V4GI NF - 0S/© 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 'Ci ‘ 14? .�, Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. w -f! 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 1--C-- 89200P E 1."- 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs _"14111Pi/ non-concurrent with other live loads. 5)All plates are 2x3 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. Q (Z- 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). -7 OREGON 4,,, 8)Gable studs spaced at 1-4-0 oc. G \I'' t'- 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /6 A . " 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)38,39,40,41, 4/&-RFI ILA, 42,43,44,45,46,35,34,33,32,31,30,29,28 except(jt=lb)48=941,26=739,37=138,47=831,27=781. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)37,38,39,40,41,42,43,44,45,46,47, 36,35,34,33,32,31,30,29,28,27. EXPIRES: 12/31/2017 September 7,201 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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1611 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing j Wel(' 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347810 16-DD6731 CGE01 Roof Special Girder 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:39 2016 Page 1 I D:aw9SQ 115uOOHyMvBe?dJVHyn EXg-xoZMynBy7 L5WxVszZIgVzQNSo8Gg3vAgVfrF2yg?eo 6-1-210-6-11 I 0-7-12 11-2-7 . 6-1-2 Scale=1:18.0 4x4 II 3 - 2.12 12 -e 3x4= _ 2 7 w a IMO 0 N 6 1 _ m O 3x4 = 5 4 2x4 11 4x5 = 8 3x9 II 4x4 1-3-15 -7-13 6-1-2 10-6-11 11-2-7 1-3-15 b-3-14 4-5-5 4-5-8 0-7-12 Plate Offsets IX,Y)-- [1:0-2-11,1-8-81,[1:0-2-6,0-0-12],[3:Edge,0-3-81,[4:0-2-0,0-2-0] 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 0.98 Vert(LL) -0.03 1-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.83 Vert(TL) -0.06 1-5 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.39 Horz(TL) 0.01 4 n/a n/a BCLL 0.0Code IBC2012/TP12007 Matrix-R Weight:48 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 HF Std REACTIONS. (lb/size) 4=657/0-7-5,1=446/0-7-12 Max Horz 1=55(LC 7) Max Uplift 4=-51(LC 10),1=-24(LC 6) Max Gray 4=716(LC 14),1=470(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1102/53,3-4=-322/63 BOT CHORD 1-5=-65/1063,4-5=-65/1063 WEBS 2-4=-960/64 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 a 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,1. <CI s� Qfi��'s 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)65 lb down and 13 lb up at Co �,yG]N; 'pct /c2 0-0-0,and 65 lb down and 13 lb up at 0-0-0 on top chord,and 14 lb down at 0-0-0,and 14 lb down at 0-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Q =9200 P E LOAD CASE(S) Standard i ir. ' . 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Concentrated Loads(Ib) • OREGON iCC' Vert:1=-150(F=-75,B=-75) 7,G- 4, bx A Trapezoidal Loads(plf) /© 1y 1 ‘25:)\ 1"4 Vert:1=-6(F=32,B=32)-to-6=-25(F=23,B=23),6=0(F=35,B=35)-to-3=-171(F=-51,B=-51),1=-1(F=7,B=7)-to-8=-6(F=5, B=5),8=0(F=8,B=8)-to-4=-36(F=-10,B=-10) I'vf&-fi R i_-V. EXPIRES: 12/31/2017 September-7,201 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a 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 Qualify Criteria,DSB-89 and BCSI Building Component 1 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347811 16-DD6731 CGH01 Diagonal Hip Girder 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 Mitek Industries,Inc. Wed Sep 07 13:47:40 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-P_7kA6CaufDNZfR96TLkVdwgiYn8o01 t39POnVyg?en 2-4-5 5-11-4 I 11-1-3 11-�I10 15-0-12 19-0-12 23-9-9 i 2-4-5 3-6-15 5-1-15 0-2-7 3-9-2 4-0-0 4-8-13 ` 8 Iy Scale=1:61.2 0 - 5.66 12 7 • 13 • • 6 w 4x5 = 2 N 5 C4 o 3x4 3x4 4 3 0 2x3 II /12 2 O R 3x4=14 11 10 9 - 3x4= 3x4 = 3x4 2-0-7 2-1475 7-11-0 11-1-3 23-9-9 - 2-0-70-3-'14 5-6-11 3-2-3 12-8-6 Plate Offsets(XV)-- [3:0-1-12,0-1-8],[5:0-1-8.0-2-4] LOADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.01 10-11 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(TL) -0.01 10-11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) -0.01 6 n/a n/a BCDL 8,0 Code IBC2012/TP12007 Matrix-R Weight:82 lb FT=0% LUMBER- BRACING- -TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except(jt=length)8=Mechanical,5=0-2-2,11=0-7-12. (Ib)- Max Horz 11=248(LC 7) Max Uplift All uplift 100 lb or less at joint(s)8,6,7 except 5=-164(LC 10) Max Gray All reactions 250 lb or less at joint(s)6 except 8=270(LC 15),5=792(LC 1),11=553(LC 1),7=474(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-75/308,3-5=-289/0 BOT CHORD 10-11=-113/262 WEBS 5-10=-65/276,3-11=-633/0 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,6,7. Co- -.(�EQ ��� + 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6,7 except � NGt NE ••„°(.5>/) (jt=1b)5=164. C? !�%, ") 2 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,6,7. w -y 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. -9200PE c 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)68 lb down and 17 lb up at 0-0-0,and 68 lb down and 17 lb up at 0-0-0 on top chord,and 14 lb down at 0-0-0,and 14 lb down at 0-0-0 on bottom chord. The111). , design/selection of such connection device(s)is the responsibility of others. i 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ! CC LOAD CASE(S) Standard FG/ REGON� kt4j 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Y 1�t 2 r Uniform Loads(p=f) R Lc!) Ii 5-8=-70 R L Concentrated Loads(Ib) Vert:1=-148(F=-74,B=-74) EXPIRES: 12/31/2017 September 7,201 rnntini and nn nano 9 • -A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES 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 T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi Tek* 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347811 16-DD6731 CGH01 Diagonal Hip Girder 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:40 2016 Page 2 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-P_7kA6CaufDNZfR96TLkVdwgiYn8o01t39POnVyg?en LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=0(F=35,B=35)-to-12=-25(F=23,B=23),12=0(F=35,B=35)-to-5=-167(F=-48,B=-48),1=0(F=8,B=8)-to-14=-6(F=5,B=5),14=0(F=8,B=8)-to-9=-39(F=-11, B=-11) a ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/04/2015 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 Informalfon available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347812 16-DD6731 D01 GABLE 2 1 Job Reference(optional) - PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:40 2016 Page 1 ID:aw9SQ115u0OHyMvBe?dJVHynEXg-P_7kA6CaufDNZfR96TLkVdwo5Yn8oSct39POnVyg?en -1-0-08-2-8 I 1-0-0 8-2-8 2x3 I I Scale=1:29.3 8 2x3 4.00 12 7 r 2x3 2x3 I I 6 ■ - 2x3 5 a 2x3 H 4 a co 2x4 11 3 • v 2 r 1 1 f 15 14 13 12 11 10 9 - 2x4 H 2x3 II 2x3 II 2x3 I I 2x3 I I 2x3 II 2x3 I I Plate Offsets(X,Y)-- [15:0-2-0.0-1-0] 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 0.31 Vert(LL) 0.00 2 n/r 120 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(TL) 0.00 2 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 9 n/a n/a BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:47 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 HF Std REACTIONS. All bearings 8-2-8. (Ib)- Max Horz 15=155(LC 7) Max Uplift All uplift 100 lb or less at joint(s)9,13,12,11,10 except 14=-218(LC 7) Max Gray All reactions 250 lb or less at joint(s)15,9,14,13,12,11,10 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;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 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. Q.�� C O P R Qx„ c, ¢)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). ��CO E. j© NGI N j� 8)Gable studs spaced at 1-4-0 oc. ',. /4 i. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 44 'V 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,13,12,11,10 C'- 89200P E c' except(jt=lb)14=218. .402,' e 0 1 ,� ,- OREGON �L j i0 '9 y 14 20� -k- 11/ 1:iRIO- - EXPIRES: 12/31/2017 September 7,201 -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/lPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347813 16-DD6731 D02 Jack-Closed 8 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:41 2016 Page 1 I D:aw9SQ115u0O HyMvBe?dJVHynEXg-tAh7NSDCfyLEApOMgAsz2rSsFy35XtFOlp8yJxyg?em -1-0-0 I 4-1-4 I 8-2-8 I 1-0-0 4-1-4 4-1-4 2x4 I I Scale=1:28.4 4 4.00 12 r 3x4 3 . I. 2x3 I I :i' 2 1 1■ �I ranimmismiaminimsmn i/ IM 5 6 3x4 = - 3x5 = 8-2-8 8-2-8 _ Plate Offsets(X,Y)-- [4:0-2-0,0-0-121[5:0-1-12.0-1-8].[6:0-2-4.0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.08 5-6 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.33 Vert(TL) -0.17 5-6 >568 240 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 5 n/a n/a BCLL 0.0Code IBC2012/TP12007 Matrix-R Weight:42 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, ''BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=426/0-5-8,5=335/Mechanical Max Horz 6=119(LC 7) Max Uplift 6=-44(LC 6),5=-29(LC 7) Max Gray 6=444(LC 15),5=388(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 5-6=-68/253 WEBS 3-5=-283/70 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. P R Oren 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,5. GJ.����GI .c+ 89200PE .,441P, " .- �� OREGON ,�40 /O �Y142� p`�' ittfiR1LL EXPIRES: 12/31/7017 September 1,201 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/0.3/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeke is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 Tigard Apts.-CC K2347814 16-DD6731 E01 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:41 2016 Page 1 I D:aw9SQ 115uOOHyMvBe?dJ V HynEXg-tAh 7N SDCfyLEAp0MgAsz2rS 1_y8hXvV0l p8yJxyg?em 1-4-3 PROVIDE ANCHORAGE,DESIGNED BY 1-4-3 OTHERS,AT BEARINGS TO RESIST MAX. ` UPLIFT AND MAX HORZ.REACTIONS 3.00 12 Scale=1:7.6 SPECIFIED BELOW. 2 • - 1 m 0 4 3x6 - 3 1-4-3 I 1-4-3 - Plate Offsets(X.Y)-- 14:0-3-0,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 4 n/r 180 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 4 n/r 90 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a -BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight: 0% BCDL 8.0 4 lb FT= LUMBER- BRACING- _TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-3 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=68/Mechanical,3=27/0-4-3 Max Horz 2=79(LC 1),3=-79(LC 1) Max Uplift 2=-15(LC 6),3=-8(LC 6) Max Gray 2=68(LC 1),3=28(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.ll;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. 7)NA �,�%`c° PR°pFss ��5 �NGINEfi'V /© w `r 89200PE c 40,,,e ...... , 0 72OREGON Ott,, 6 '4y 14,2S11 ,4 RAILA- �' EXPIRES: 12/31/2017 September 7,201 Al WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/09/2015 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 budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MFie 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,278 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347815 16-DD6731 E02 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:42 2016 Page 1 - I D:aw9SQ 115uOOHyMvBe?dJVHyn EXg-M N FVboDgQGT5ozbYEu NCb2?CW LU OGMSAW TuVsNyg?el 3-4-3 3-4-3 \ Scale=1:10.1 - ' 3.00 12 7 3 )( - 2x3 I I 2 1 m v/ co r 0 4 6 3x6 I I 5 - 2x3 1-0-0 1-2-12 3-4-3 I 1-0-0 0-2-12 2-1-7 - Plate Offsets(X.Y)-- (6:0-3-0,0-1-01 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 0.06 Vert(LL) -0.00 5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 5 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 3 n/a n/a BCLL 0.0Code IBC2012/TP12007 Matrix-R Weight:10 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-5:2x4 HF Std REACTIONS. (lb/size) 3=57/Mechanical,4=11/Mechanical,5=195/0-5-8 Max Horz 5=18(LC 7) Max Uplift 3=-16(LC 10),5=-24(LC 6) Max Gray 3=58(LC 14),4=28(LC 5),5=196(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,5. -S(<-'s PRQ�Fss ti.�.. 89200PE -; 411P'°°: .... D— OREGON �1/ 7�G/�,�'q}- 14 2°"i" � ,R R t l-L- EXPIRES: 12/31/2017 September 7,201 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE Mil-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 11/1111a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITeke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. i Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347816 16-DD6731 E03 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:42 2016 Page 1 ID:aw9SQ115u0OHyMvBe?dJVHynEXg-MNFVboDgQGT5ozbYEuNCb2?9YLTbGMBAWTuVsNyg?el 1 5-4-3 5-4-3 Scale=1:12.5 3 - 3.00 12 7 2x3 11 m 2 as 1 m n i ' 6 3x6 II ♦ 4 2x3 II 5 1-0-02-12 5-4-3 1-0-0 o-2-121 4-1-7 Plate Offsets(X,Y)-- [6:0-3-0,0-1-0] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.01 4-5 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(TL) -0.03 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.01 3 n/a n/a BCDL 8,0 Code IBC2012/TP12007 Matrix-R Weight:16 lb FT=0% LUMBER- BRACING- -TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-5:2x4 HF Std REACTIONS. (lb/size) 3=125/Mechanical,4=39/Mechanical,5=271/0-5-8 Max Horz 5=27(LC 10) Max Uplift 3=-29(LC 10),5=-26(LC 6) Max Gray 3=137(LC 14),4=66(LC 5),5=276(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-288/77 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,5. �*ANG P &- �"/O 89200PE �r - tx ,<ttt� ,OREGON /O -9}• 14,2.p' �i"- ��R R t t-I- '' • EXPIRES: 12/31/2017 September 7,201 .®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MR 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 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandna,VA 22314. l Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347817 16-006731 E04 Jack-Partial 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:43 2016 Page 1 I D:aw9SQ 115uOOHyMvBe?dJVHyn EXg-gZpto8ETAabyQ7Akobu R7GYEHIIw?p3J I7d3Ogyg?ek 1-2-12 3-8-2 7-4-3 I 1-2-12 2-5-6 3-8-2 n Scale=1:14.8 - 3 ` - 3.00 12 \ 7 - 9'9' ur 2x3 II 9 N CSI 2 N 1 6 0 4 6 3x6 I I ♦2x3 5 1-0-07-4-3 1-0-0 6-4-3 Plate Offsets(X,Y)-- 16:0-3-0.0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.05 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(TL) -0.13 4-5 >540 240 TCDL 10.0 Rep Stress lncr YES WB 0.06 Horz(TL) 0.06 3 n/a n/a BCLL 0.0Code IBC2012/TP12007 Matrix-R Weight:21 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x6 DF No.2*Except* . BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-5:2x4 HF Std REACTIONS. (lb/size) 3=190/Mechanical,4=63/Mechanical,5=354/0-5-8 Max Horz 5=38(LC 10) Max Uplift 3=-42(LC 10),5=-29(LC 6) Max Gray 3=217(LC 14),4=102(LC 5),5=365(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-476/137 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.ll;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip.DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,5. Q'89200PE r OREGON�� X44// 0 -1}- 1425 �4 RRtl-l- �' EXPIRES: 12/31/2017 September 7,201 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi IT Qk' 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/TPIl 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 Tigard Apts.-CC K2347818 16-DD6731 E05 Monopitch 8 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:43 2016 Page 1 ID:aw9SQ115u0OHyMvBe?dJVHynEXg-gZplo8ETAabyQ7AkobuR7GYGnImY?pAJl7d30gyg?ek 1-2-12 7-5-2 1-2-12 6-4-6 ` 4x4 H Scale:3/4"=1' - 3 4 3.00 12 8 csi • 2x3 I I 3X6 I I 2 N 1 f e A 7 5 6 2x3 II 3x4 II 1-0-0 7-5-2 _ 1-0-0 6-5-2 Plate Offsets(X,Y)-- 11:0-3-0,0-1-0],[3:0-2-0.0-1-12] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.02 5-6 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(TL) -0.05 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:24 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-7:2x6 DF No.2,2-6:2x4 HF Std REACTIONS. (lb/size) 5=273/Mechanical,6=353/0-5-8 Max Horz 6=57(LC 7) Max Uplift 5=-21(LC 10),6=-34(LC 6) Max Gray 5=306(LC 15),6=364(LC 15) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-419/115 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.ll;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6. 4.0 `c' 89200PE pt' _.„,,,,iv.e. tr yOREGON oto. bs /0 q.) 14 2-c3N `wirF4 R10-- EXPIRES: 12/31/2017 September 7,201 WARNING-Verity 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347819 16-DD6731 E06 Jack-Open • 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:43 2016 Page 1 ID:aw9SQ115u0O HyMvBe?dJVHynEXg-gZpto8ETAabyQ7AkobuR7GYN U I p9?p?J I7d3Ogyg?ek 1-4-3 1-4-3 3.00 12 \ Scale=1:7.6 - PROVIDE ANCHORAGE,DESIGNED BY 2 OTHERS,AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ.REACTIONS 1 SPECIFIED BELOW. 4 3x6 11 3 1-4-3 I 1-4-3 Plate Offsets(X.Y)-- F4:0-3-0.0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 4 n/r 180 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 4 n/r 90 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0Code IBC2012/TP12007 Matrix-R Weight:4 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-3 oc purlins, - BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=68/Mechanical,3=27/0-4-3 Max Horz 2=79(LC 1),3=-79(LC 1) Max Uplift 2=-15(LC 6),3=-8(LC 6) Max Gray 2=68(LC 1),3=28(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=12omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.11;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. 7)NA 'C���0 P 0 ass 89200PE vGSt- OREGON, �� X40. <0 g 2 Y14 � �. � RRkLk- �P ' EXPIRES: 12131/2017 September?,201 N Ak WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. - Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI tT ek' 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347820 16-DD6731 E07 MONOPITCH 13 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:44 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-IIMF?UF5xtjpl GIxLIPggT4QW96nkGPS_nNcwGyg?ej 1-2-12 7-5-2 1-2-12 6-2-6 4x4 II Scale:3/4"=1' 3 4 3.00 ii --.' 8 Csl • 2x3 11 ui 3x6 I I 2 w 1 E ___d 7 5 6 2x3 I I 3x4 I I 1-0-0 7-5-2 I 1-0-0 6-5-2 Plate Offsets(X.Y)-- [1:0-3-0,0-1-0],[3:0-2-0,0-1-12] LTCLL OADING (psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.02 5-6 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(TL) -0.05 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 8,0 Code IBC2012/TP12007 Matrix-R Weight:24 lb FT=0% LUMBER- BRACING- .TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 DF No.2`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-7:2x6 DF No.2,2-6:2x4 HF Std REACTIONS. (Ib/size) 5=273/Mechanical,6=353/0-5-8 Max Horz 6=57(LC 7) Max Uplift 5=-21(LC 10),6=-34(LC 6) Max Gray 5=306(LC 15),6=364(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-419/115 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6. �;3 . GIN � ,E�.R /t? ?r `� 89200PE pf CC -7 OREGONtx oto 74 q Y 14 213\ �-{— - EXPIRES: 12/31/2017 September 7,201 _A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7179 rev.10b3J2015 BEFORE USE. 1111Design valid for use only with Mitck®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 Wei( 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 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347821 16-DD6731 F01 GABLE 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:45 2016 Page 1 _ ID:aw9SQ115uOOHyMvBe?dJVHynEXg-mywdDgGjiBrgfQK7v0W VChddBZTVTiVcDR69Tiyg?ei 7-3-12 I 14-7-8 7-3-12 7-3-12 4x4 = Scale=1:34.9 - 3 13 MT1.5x3 on each face of both ends of un-plated members 8.00 12 3x4 -23x4 4 0 lig" 1111111111 .14, 2 6 • r __ • 3x6 I I O/ 7 MI 3x6 H 2x3 I I 2x3 8 3x8 = 6 1-8 1-6-0 0- -12 5-7-07-3-12 7 02 1 5-7-0 2 0-2-i 11-6-0 - Plate Offsets(X,Y)-- [2:0-1-12,0-1-81.[4:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) , -0.01 6-7 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.17 Vert(TL) -0.03 6-7 >999 240 TCDL 10.0 Rep Stress lncr YES WB 0.13 Horz(TL) 0.00 6 n/a n/a BCLL 0.0Code IBC2012/TP12007 Matrix-R Weight:88 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std OTHERS 2x4 HF Std WEDGE Left:2x4 HF Std,Right:2x4 HF Std REACTIONS. (lb/size) 8=629/0-5-8,6=629/0-5-8 Max Horz 8=-109(LC 4) Max Uplift 8=-74(LC 8),6=-74(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-455/85,3-4=-455/86 WEBS 2-8=-558/135,4-6=-558/134,2-7=-34/269,4-7=-36/271 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.11;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;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 11;Exp B;Partially Exp.;Ct=1 �lik P R Qct 4)Gable studs spaced at 1-4-0 oc. S' 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `4��C0''� _. GI Na FR c-v— - 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6. :9200P r" . 4011P", .1e. iso Ct" 74- OREGON 4/ /© Y 14 2° P# S-9ER RIO- EXPIRES: IO- EXPIRES: 12/31/2017 September 7,201 M ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 Crlteda,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347822 16-DD6731 F02 Common 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:45 2016 Page 1 I D:aw9SQ 115uOOHyMvBe?dJ VHynEEXg-mywd Dq GjiB rgfQK7v0wvChddBZT V riVcD R69Tiyg?ei 7-3-12 14-7-8 7-3-12 7-3-12 4x4 = Scale=1:34.5 - 3 8.00 12 1 3x4 i 2 3x4�� 4 16.01....._ n 1�/, .•ee. Mme„ °° ►1 m o 3x6 11 M/ 7 M/ 3x6 I I 8 62x3 II - 2x3 11 3x8 = 1-6-0 1-6-12 7-3-12 12-10-12 13rr1 8 14-7-8 1-6-0 04i2 2 5-7-0 5-7-0 0- -'2 1-6-0 Plate Offsets(X,Y)-- [2:0-1-12,0-1-8].[4:0-1-12.0-1-8] LOADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.01 6-7 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(TL) -0.03 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 6 n/a n/a BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:66 lb FT=0% LUMBER- BRACING- .TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std WEDGE Left:2x4 HF Std,Right:2x4 HF Std REACTIONS. (lb/size) 8=629/0-5-8,6=629/0-5-8 Max Horz 8=-87(LC 4) Max Uplift 8=-15(LC 8),6=-15(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-455/44,3-4=-455/44 WEBS 2-8=-558/71,4-6=-558/71,2-7=-20/259,4-7=-21/260 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss'has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6. • ,:t.:w� s9200PE170,0,...vr, �� OREGON 44,/ /aIll' 14,2Q\ 4.1 RU—\- ° EXPIRES: 12/31/2017 September 7,201 _®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2515 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 MMTek' 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 Sheet,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347823 16-DD6731 F03 Common 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:46 2016 Page 1 - I D:aw9SQ 115uOOHyMvBe?dJVHynEXg-E8000AH LTV_XHavJTjS81u9jJzpZC9M I R5sj?syg?eh 5-9-12 11-7-8 5-9-12 5-9-12 4x4 = Scale=1:34.5 - 2 - 8.00 12 3x5 = 1 3x5 = 3 1 /1 la a0 mr- r ai MI W4 5 6 4 2x4 II 2x4 11 3x8 = - 5-9-12 11-7-8 5-9-12 5-9-12 Plate Offsets(X,Y)-- [1:Edge.0-0-8].[3:Edoe.0-0-81 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 0.64 Vert(LL) -0.02 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.18 Vert(TL) -0.03 4-5 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 4 n/a n/a BCLL 0.0Code IBC2012/TP12007 Matrix-R Weight:56 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=487/0-5-8,4=487/0-5-8 Max Horz 6=98(LC 5) Max Uplift 6=-8(LC 8),4=-8(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-480/40,2-3=-480/40,1-6=-438/32,3-4=-438/32 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.11;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. \.0 PRQF4 '<<-• 0_0 �yC /O� d 1:::p444 `� 89200PEv.- lir.i6.jllr'" P'. .. pOREGON ,,4t,, G''©�gY 74 tx 253\ v' 3��4 /E R R i t.\- EXPIRES: 12/31/2017 September 7,201 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/09/2015 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 Wel(' 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 Crtieda,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347824 16-DD6731 G01 GABLE 1 1 Job Reference(optional) - PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:47 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-iK2OeWHzEo6OukTV1 RzNI6iwXM7xxYkvglbGXbyg?eg 7-10-14 12-5-4 17-0-12 21-5-8 7-10-14 4-6-6 4-7-8 4-4-12 7 Tjlq Scal =1:41.0 - 4.00 12 6 MT1.5x3 on each face of both ends of un-plated membersII 2x3 I I 25 (' iiiiT m3x4r3x4 11 st 9 S - 3x6 II 2x30 II 3x4 = 3x48 1-6-0 4-11-8 12-5-4 • 1-6-0 3-5-8 7-5-12 Plate Offsets(XVI-- [9:0-1-8.0-1-8],[11:0-3-4.0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.06 8-9 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(TL) -0.14 8-9 >904 240 TCDL 10.0 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) -0.01 7 n/a n/a BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:83 lb FT=0% LUMBER- BRACING- q-OP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-11:2x6 DF No.2 OTHERS 2x4 HF Std REACTIONS. All bearings Mechanical except(jt=length)10=0-5-8,8=0-3-8,6=0-1-8. (Ib)- Max Horz 10=225(LC 7) Max Uplift All uplift 100 lb or less at joint(s)7,10 except 8=-185(LC 10),6=-117(LC 6) Max Gray All reactions 250 lb or less at joint(s)7 except 10=574(LC 1),8=705(LC 17),6=423(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-523/0,5-8=-387/127 BOT CHORD 8-9=-102/400 WEBS 2-10=-618/97,4-8=-477/169,2-9=0/376 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.ll;Exp B;enclosed; _ MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;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 Il;Exp B;Partially Exp.;Ct=1 ,`tL¢�0 QFLCs 4)Unbalanced snow loads have been considered for this design. �`CO 0yG(N fi wo 5)Gable studs spaced at 1-4-0 oc. �!r '4 ,Z, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <C✓ -Y- 7)Refer to girder(s)for truss to truss connections. 1 . 89200 P E C-- 8) -8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. j 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,10 except (jt=lb)8=185,6=117. a 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)6. f ft; 74. ,�OREGONtx qtr,/ <d qy 14,'24 �,4 � R R 11-k- ek - EXPIRES: 12/31/2017 September 7,201 -®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MY-7473 rev.10/09/2015 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 Qualify Criteria,DSB-89 and BCSI Building Component , 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347825 16-DD6731 002 Monopitch 6 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:47 2016 Page 1 - ID:aw9SQ115uOOHyMvBe?dJVHynEXg-iK2OeWHzEo6OukTV1 RzNl6ivnM6bxYCvglbGXbyg?eg I 7-10-14 12-8-4 17-0-12 21-5-8 7-10-14 4-9-6 4-4-8 4-4-12 7 l lq Scat =1:41.0 - 0 4.00 12 6 2x3 I I 12 r' 5 - r NN d, 3x4 % N °r r 4 2 r A 3x4% ii/Ailfr iiiiii... 3x4 % 3 2 O 11 m 9 ►� 10 8 3x6 II 2x3 H 3x4 = 3x4 = _ I 1-6-01-B-)2 4-11-8 12-8-4 21-5-8 1-6-0 0-2-i 2 3-2-12 7-8-12 8-9-4 Plate Offsets(X,Y)-- [8:0-1-12.0-1-8],[9:0-1-8.0-1-8],[11:0-3-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.07 8-9 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(TL) -0.16 8-9 >819 240 TCDL 10.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.01 8 n/a n/a _ BCLL 0.0 BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:68 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. I WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-11:2x6 DF No.2 REACTIONS. All bearings 0-5-8 except(jt=length)7=Mechanical,6=0-1-8. (Ib)- Max Horz 10=171(LC 7) Max Uplift All uplift 100 lb or less at joint(s)7,8,10,6 Max Gray All reactions 250 lb or less at joint(s)7 except 8=707(LC 15),10=585(LC 1),6=413(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ' TOP CHORD 2-4=-547/0,5-8=-386/75 BOT CHORD 8-9=-61/426 WEBS 2-10=-630/37,4-8=-496/95,2-9=0/397 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.11;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 0 P R QF 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. .`('' `CYCr 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,8,10,6. `Cj �tAGl NE'p, /o 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)6. �� 1"___, :9200PE r-- Aiif, -, . 74. ,./Z,cjtr ✓Q -1 ' 14,7$ �4 EXPIRES: 17/31/2017 September 7,201 imn, A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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,Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347826 16-DD6731 G03 ROOF SPECIAL GIRDER 2 1 Job Reference(optional) - PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:48 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-AWcmrslb?6EFWu2ia8UcgJFOjmOlgu?2vPLg31 yg?ef 2-8-1 10-11-4 2-8-1 8-3-3 - 5x8 M18SHS I I Scale=1:28.6 1i 4.00 12 IN' 3x4 % � VP2 OA 3x4 = '� ai BI_ INN Ir r ►M /:1 M 5 a - 6 4x5= 4 2x3 I I 4x4 = 2-8-1 10-11-4 _ 2-8-1 8-3-3 Plate Offsets(X,V)-- j1:0-2-0.0-1-4113:0-3-3,Edae],[4:0-1-12,0-2-0],[5:0-2-0,0-2-0] LOADING (psf) SPACING- 2-6-8 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.11 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.61 Vert(TL) -0.24 4-5 >521 240 M18SHS 220/195 TCDL 10.0 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.02 4 n/a n/a BCDL g,0 Code IBC2012/TP12007 Matrix-R Weight:51 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD 2-0-0 oc purlins(4-6-1 max.), except end verticals BOT CHORD 2x4 DF No.2 (Switched from sheeted:Spacing>2-0-0). WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-4:2x4 DF No.1&Btr WEBS 1 Row at midpt 2-4 REACTIONS. (lb/size) 4=653/0-2-8,6=811/0-5-8 Max Horz 6=149(LC 7) Max Uplift 4=-48(LC 10),6=-38(LC 6) Max Gray 4=745(LC 14),6=835(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1341/63,2-3=-278/27,3-4=-398/71,1-6=-803/21 BOT CHORD 4-5=-89/1300 WEBS 2-4=-1179/116,1-5=-72/1412 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 Z)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 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. P R 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. ' ((- D OF��'s 7) 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,6. SCO NG]NE /Q 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. R 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)307 lb down and 17 lb up at 2",f7 2-8-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 4-C 89200 P E 1,-- 10) '10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard —:....../411P'411re: •••••••• 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 C3 OREGONCC` Uniform Loads(plf) -F' 4C/ Concentrated Loads(Ib)6 20 �/� pp'--4Y 1' ,'4.13 'x` Vert:5=-300(F) iii R R I I-N- • EXPIRES: 12/31/2017 September 7,201 -®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/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347827 16-DD6731 904 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:48 2016 Page 1 - ID:aw9SQ115uOOHyMvBe?dJVHynEXg-AWcmrslb?6EFWu2ia8UcgJFCBmWrg3r2vPLg31 yg?ef 1 4-1-5 I 4-1-5 Scale=1:12.8 - 3 4.00 12 i 7 2x3 II 2 u, 1 gn CO I111gl •-1 O 1 .,... 6 3x6 I I141 J. ,= 4 2x3 115 - 1-6-0 1 8-121 4-1-5 I 1-6-0 0-2-12 2-4-9 Plate Offsets(X,Y)-- [6:0-3-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) 0.00 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(TL) 0.00 4-5 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.01 3 n/a n/a _ BCLL 0.0 BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:13 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-5:2x4 HF Std REACTIONS. (lb/size) 3=55/Mechanical,4=3/Mechanical,5=270/0-5-8 Max Horz 5=28(LC 7) Max Uplift 3=-21(LC 10),5=-34(LC 6) Max Gray 3=59(LC 14),4=26(LC 5),5=272(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,5. ��¢tip P R OFF, :9200PE r Alli 7.4„. ',OREGON \� ��z <O -4Y 14,2d �,` - RRItA- EXPIRES: 12/31/2017 September 7,201 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/09/2015 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 MiTek* building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTekx 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,Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347828 16-DD6731 005 Monopitch 3 1 Job Reference(optional) - PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:49 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-ejA83BJDmQM582du8sTrNXnG1ApPPSEC734NcTyg?ee I 7-10-14 I 12-5-4 I 17-0-12 21-5-8 7-10-14 4-6-6 4-7-8 4-4-12 7 i 1;.? Scal =1:41.0 4.00 12 6 2x3 I I 12 5 r or 3x4 ' 'v a, N 4 an r 3x4% 3x4 3 4000/1411111iiiiiiiiiihih._ �•,�IM� 11 ►t 9 @ 10 3x4 = 8 3x6 2x3 I I 3x4 = 1-6-0 4-11-8 12-5-4 21-5-8 - 1-6-0 3-5-8 7-5-12 9-0-4 Plate Offsets(X,Y)-- [9:0-1-8,0-1-8],[11:0-3-4,0-1-8] LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.06 8-9 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.30 Vert(TL) -0.14 8-9 >904 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 8 n/a n/a BCDL 8,0 Code IBC2012/TP12007 Matrix-R Weight:68 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-11:2x6 DF No.2 REACTIONS. All bearings Mechanical except(jt=length)8=0-2-8,10=0-5-8,6=0-1-8. (Ib)- Max Horz 10=171(LC 7) Max Uplift All uplift 100 lb or less at joint(s)7,8,10,6 Max Gray All reactions 250 lb or less at joint(s)7 except 8=705(LC 15),10=574(LC 1),6=423(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-523/0,5-8=-387/76 BOT CHORD 8-9=-59/400 WEBS 2-10=-618/37,4-8=-477/93,2-9=0/376 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2.)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,6. '<.° `� Q��crs 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,8,10,6. \cot,.‘- , NG]NE.&• /p 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)6. �i „Z, �� 89200PE �<' 4P -"" ..- yG 4,OREGON �ttf� <0 -4' 14,2p .4 ''' ''RR 10,- - EXPIRES: 12/31/2017 September 7,201 ee -®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-7173 rev.10/09/1015 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{TP11 Quality Criteria,DSB-89 and BCSI Building Component i 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347829 16-DD6731 G05-DT MONOPITCH 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 Mitek Industries,Inc. Wed Sep 07 13:47:49 2016 Page 1 _ I D:aw9SQ 115uOOHyMvBe?d J VHynEXg-ejA83BJDmQM582du8s?rNXnATApPPQ?C734N cTyg?ee 5-5-10 6-4-14 10-11-4 5-5-10 0-11-4 4-6-6 2x4 I I Scale=1:28.5 3 il 4.00 12 3x4 2 aro 3x5 = 1 eill ra5 7 0 6 3x4 = 4 3x5 II 3x4 = 3-5-8 5-5-10 10-11-4 3-5-8 2-0-2 5-5-10 Plate Offsets(X,Y)-- [1:Edge,0-1-0].L3:0-2-0,0-0-12],[5:0-1-8.0-1-81[6:0-2-12.0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.06 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(TL) -0.14 4-5 >913 240 TCDL 10.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 BCDL 8,0 Code IBC2012/TP12007 Matrix-R Weight:50 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, _ BOT CHORD 2x4 DF No.2 except end verticals. i WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=458/0-2-8,6=458/0-5-8 Max Horz 6=178(LC 24) Max Uplift 4=-35(LC 10),6=-492(LC 25) Max Gray 4=530(LC 14),6=798(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1327/907,2-3=-667/614,1-6=-772/482 BOT CHORD 5-6=-146/269,4-5=-996/1265 WEBS 2-4=-558/115,2-5=-325/465,1-5=-880/1135 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. • _ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) �� t3 PROt 6=492. c5' 7)This truss has been designed for a total seismic drag load of 1500 lb with dead loads only.Lumber DOL=(1.60)Plate grip �C ' N��- DOL=(1.60) Connect truss to resist drag loads along bottom chord from 9-11-4 to 10-11-4 for 1500.0 plf. wCry ^tip 89200PE r 476.11:1 OREGON /.0 �/� 6 -4' 14 2.e;\C4 '- .477:iR1l-V- EXPIRES: 12/31/2017 September 7,201 -,AWARNING-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 T building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347830 16-DD6731 GO6 Roof Special 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 8.020 s Aug 1 2016 MiTek Industries,Inc.Wed Sep 07 13:17:18 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-J4?ViwJdLVsCi37tz12p0?f19S9VtgyTkt9 Ynyg_KI I 1-8-12 I 7-0-5 12-8-4 16-11-7 21-7-0 1-8-12 5-3-9 5-7-15 4-3-3 4-7-9 3x4 I I Scale=1:45.8 7 el 3x4;4.00 12 6 2x3 IreprAik..,,, 5 co rb 3x4 \\ 4 3x4% ti 2x3 I. 1 Vii' . 3x4= IF a 5x6= MI R MI 12 11 10 3x6 I I 3x4= 3x8 M18SHS= 1 1-6-0 1-$-12 12-8-4 21-7-0 I 1-6-0 0-2-'12 10-11-8 8-10-12 Plate Offsets(X,Y)-- 11:0-0-15,0-2-121.14:0-2-0,0-1-4],[8:0-1-12,0-1-8L[9:0-2-15,0-3-01 112:0-2-3,0-1-15],[12:0-0-0.0-2-121 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 0.74 Vert(LL) -0.20 10-11 >651 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.62 Vert(TL) -0.44 10-11 >293 240 M18SHS 185/148 -TCDL 10.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.01 10 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:103 lb FT=0% BCDL 8.0 LUMBER- BRACING- -TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.2 end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1-12:2x6 DF No.2 6-0-0 oc bracing:9-10. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=362/Mechanical,11=586/0-5-8 (min.0-1-8),10=876/0-5-8 (min.0-1-8) Max Horz 11=191(LC 7) Max Uplift8=-14(LC 10),11=-29(LC 6),10=-90(LC 10) Max Grav8=513(LC 14),11=588(LC 14),10=976(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-316/0,2-3=-296/0,3-4=-286/0 BOT CHORD 11-12=0/271,10-11=-64/453,9-10=-686/91,5-9=-370/84 WEBS 2-11=-275/113,4-10=-470/118,4-11=-311/54,6-8=-328/38,6-9=-320/94 NOTES- -1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. PR -4)All plates are MT20 plates unless otherwise indicated. '(('\'‘ ...s0 .-0 QF�Css 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Gj INE - /Q 6)Refer to girder(s)for truss to truss connections. G'''‘-.G 'Y 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 14 lb uplift at joint 8,29 lb uplift at joint 11 , / �'jl� and 90 lb uplift at joint 10. 89200PE • LOAD CASE(S) Standard ] , d Cr y3/ OREGON�b Ott,/ /� gy14,�O 4 411 -FillOA' • EXPIRES: 12/31/2017 September 7,201 -A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall R, 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-Cc K2347831 16-DD6731 G07 Roof Special 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015 8.020 s Aug 1 2016 MiTek Industries,Inc.Wed Sep 07 13:18:56 2016 Page 1 - I D:aw9SQ 115uOOHyMvBe?dJ VHynEXg-SwwYGQV5GcCl S7cjitoo?rj U NycSq?4uG7vA_5yg_JD 0-I)-9 5-4-1 I 11-0-1 15-3-4 15-3-11 19-10-13 0-0-9 5-3-9 5-7-15 4-3-3 047 4-7-2 3x4 I I Scale=1:45.1 - 6 4.00 12 3x4% 5 0 2x3 I I 11 4 re ei 3x4 \\ 3x4% ti 3x4 1 2`' a 1 .moi J 5x6= 3x4=kEi IMO 4 el I MI 1 10 9 3x5 = 3x5= 0-9-9 10-9-5 111-q-1 19-10-13 I 0-0-9 10-8-12 0-2-'12 8-10-12 Plate Offsets(X,Y)-- [3:0-2-0,0-1-4],[7:0-1-12,0-1-8],[8:0-2-10,0-3-4],[9:Edae.0-1-8],[10:Edae.0-1-8] - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.18 9-10 >709 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.62 Vert(TL) -0.40 9-10 >322 240 TCDL 10.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.01 9 n/a n/a BCLL 0.0BCDL g,p Code IBC2012/TP12007 Matrix-R Weight:98 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.2 end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-10:2x4 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=361/Mechanical,9=882/0-5-8 (min.0-1-8),10=443/0-3-5 (min.0-1-8) Max Horz 10=190(LC 7) Max Uplift7=-15(LC 10),9=-88(LC 10) Max Gray 7=502(LC 14),9=967(LC 14),10=445(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-438/0,2-3=409/0,1-10=-281/20 BOT CHORD 9-10=-66/461,8-9=-675/89,4-8=-363/83 WEBS 5-8=-315/92,5-7=-316/39,3-9=-482/116 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��a 0 P R`QFC S 5)Refer to girder(s)for truss to truss connections. s 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15 lb uplift at joint 7 and 88 lb uplift at joint ,:Gj 0i4G]Nem, /© s. �C� 2'Y LOAD CASE(S) Standard �' 89200PE c' Ft, OREGON�� Ott✓/ /� "'-/y 14 2,- t,—�. EXPIRES: 12/31/2017 September 7,201 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1111-7473 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 Tigard Apts.-CC K2347832 16-D06731 G08 Jack-Closed 1 1 Job Reference(optional) - PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015 8.020 s Aug 1 2016 MiTek Industries,Inc.Wed Sep 07 13:20:20 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-_5?Jv9WnUQnOX11sdWJVONBgIpDBW?EFaBFcwEyg_Hv 3-4-1 9-0-1 13-3-4 131-11 17-10-13 3-4-1 5-7-15 4-3-3 0-d-7 4-7-2 3x4 I I Scale=1:45.1 5 r 4.00 12 3x4% 4 1010. 2x3 1 foil ;I tn CD 3x4% 1112 2x3 I I r 1:01,101eAlliiiii,_ i• . j ili . 5x6= 3x4 = 9 8 3x5= 3x5 = I 8-9-5 9-P 1 17-10-13 I 8-9-5 0-2-12 8-10-12 - Plate Offsets OM-- 16:0-1-12.0-1-81[7:0-2-7,0-3-7].[8:0-2-0,0-1-8],19:0-2-0.0-1-81 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 0.81 Vert(LL) -0.12 6-7 >902 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.87 VertTL -0.26 6-7 >414 240 BCLDL 10.0 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.01 6 n/a n/a BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight 90 lb FT=0% LUMBER- BRACING- _TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.2*Except* end verticals. 3-8:2x4 HF Std BOT CHORD Rigid ceiling directly applied or 4-7-10 oc bracing. WEBS 2x4 HF Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=346/Mechanical,6=355/Mechanical,8=813/0-5-8 (min.0-1-8) Max Horz 9=188(LC 7) Max Uplift9=-1(LC 6),6=-26(LC 10),8=-65(LC 10) Max Gray 9=348(LC 14),6=482(LC 14),8=882(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 8-9=-101/284,7-8=-678/70,3-7=-364/85 WEBS 4-7=-320/66,4-6=-291/55,2-8=-310/98,2-9=-269/68 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. ,6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 lb uplift at joint 9,26 lb uplift at joint 6 and �'� � P O��c� 65 lb uplift at joint 8. C3 ; ,i GIN��c s�� LOAD CASE(S) Standard cv 89200PE �r .411"°111°4411r: ....... �� OREGON ALV/ /0 -9 - 14,2.a\bt p-}- � RRtt_k- ' EXPIRES: 12/31/2017 September 7,201 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MaTek®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 n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI(TPI1 QuaNy Criteria,DSB-89 and BCSI Building Component . 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347833 16-006731 G09 Jack-Closed 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 8.020 s Aug 1 2016 MiTek Industries,Inc.Wed Sep 07 13:21:46 2016 Page 1 _ ID:aw9SQ115uOOHyMvBe9dJVHynEXg-TeCpyZZjErdBrFcOfarfuW IYAUbogu9vMZ4AyFyg_GZ I 7-0-1 11-3-11 15-10-13 7-0-1 4-3-10 4-7-2 3x4 I I Scale=1:45.1 4 r' - 4.00 12 3x4% 3 9 :i _ 2x4 W 0 3x5 = 1 ra 1111111i m7.. 1: ;� T 5x6 = 3x4= 4 ►t OM 8 7 3x4 I I 3x4 = 6-9-5 7y0tt1 15-10-13 I 6-9-5 0-2-12 8-10-12 Plate Offsets(X,Y)— (1:Edge,0-1-01.[5:0-1-12,0-1-81.[6:0-2-8.0-3-6],[7:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.12 5-6 >902 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.71 Vert(TL) -0.26 5-6 >410 240 TCDL 10.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.01 5 n/a n/a BCLL 0.0Code IBC2012/TP12007 Matrix-R Weight:82 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.2*Except* end verticals. 2-7:2x4 HF Std BOT CHORD Rigid ceiling directly applied or 5-8-14 oc bracing. WEBS 2x4 HF Std*Except* MiTek recommends that Stabilizers and required cross bracing 1-8:2x4 DF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=224/Mechanical,5=334/Mechanical,7=784/0-5-8 (min.0-1-8) Max Horz 8=187(LC 7) Max Uplift8=-5(LC 6),5=-33(LC 10),7=-47(LC 10) Max Gray 8=236(LC 18),5=446(LC 14),7=837(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 6-7=-734/67,2-6=-409/99 WEBS 3-6=-341/33 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 _ 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. © P R to,- 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 lb uplift at joint 8,33 lb uplift at joint 5 and ''S.<(' 0.o, G]N E .o, 47 lb uplift at joint 7. \� N F Q LOAD CASE(S) Standard lw 89200PE- �<-- • {k FG�0�q ' 14 24 64 EXPIRES: 12/31/2017 September 7,201 e. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/13/2015 BEFORE USE. _ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not I a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl 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 Tigard Apts.-CC K2347834 16-DD6731 G10 Jack-Closed 1 1 Job Reference(optional) - PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 8.020 s Aug 1 2016 Mitek Industries,Inc.Wed Sep 07 13:24:11 2016 Page 1 I D:aw9SQ 115uOOHyMvBe?dJVHyn EXg-kXTe08Jg4OucIXCFfXyg G4GKfx5j8UAFidi LYLyg_E I 5-0-1 9-3-11 I 13-10-13 I 5-0-1 4-3-10 4-7-2 3x4 I I Scale=1:45.1 4 4.00 12 r 3x4% 113 9 _ a 2x3:I ippiA/p Z2 d, 3x4 m 1 1.•i v N 1s 4 q = L5x6 3x4= RR ►t 8 7 2x3 I I 3x4= I 4-9-5 511 13-10-13 4-9-5 0-i°-2 8-10-12 - Plate Offsets(X,Y)-- [1:0-1-12,0-1-81[5:0-1-12,0-1-81,f6:0-2-9,0-3-01 LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.12 5-6 >902 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.65 Vert(TL) -0.26 5-6 >413 240 TCDL 10.0 Rep Stress Incr YES WB 0.30 Horz(TL) TL) 0.01 5 n/a n/a BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:75 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except -BOT CHORD 2x4 DF No.2"Except* end verticals. 2-7:2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 HF Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=125/Mechanical,5=341/Mechanical,7=704/0-5-8 (min.0-1-8) Max Horz 8=185(LC 7) Max Uplift8=-24(LC 6),5=-42(LC 10),7=-43(LC 7) Max Gray 8=175(LC 18),5=437(LC 14),7=742(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 6-7=-654/39,2-6=-338/83 WEBS 3-6=-334/13 NOTES-• 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. �6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 24 lb uplift at joint 8,42 lb uplift at joint 5 (���d PROpen 6) and 43 lb uplift at joint 7. �,c \AGIN�F9 `:: , LOAD CASE(S) Standard 44 2 p •9200PE r' 401,,,;10..' . ,, yG it/ X414 /O qY 14,2c '4 1 111 . RRtt-t- t'' • EXPIRES: 12/31/2017 September 7,201 4 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIEN REFERENCE PAGE MIF7179 rev.10r03/2015 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 Mel(' 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,Alexandna,VA 22314. i Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347835 16-DD6731 G11 Jack-Closed 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:53 2016 Page 1 ID:aw9SQ115uOO HyMvBe?dJVHynEXg-XU PfuZMkgesXdfxfN h4nXNyvon5bLG3n2h2al Eyg?ea 3-0-1 7-3-11 ` 11-10-13 3-0-1 4-3-10 4-7-2 2x4 11 Scale=1:45.9 - 4 4.00 12 I 3x4 % 93 2x3 11 2 0 3x4 % 1 V 0 0 Li. lii4x5 11 3x4 = 1.q 8 7 2x3 I I 3x4 = I 2-9-5 3-pi 11-10-13 I 2-9-5 0-2-i2 8-10-12 _ Plate Offsets(X,Y)-- [4:0-1-12,0-1-0],[5:0-1-12,0-1-416:0-3-4.0-2-4] LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.12 5-6 >896 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.26 5-6 >412 240 TCDL 10.0 Rep Stress lncr YES WB 0.28 Horz(TL) 0.01 5 n/a n/a • BCLL 0.0Code IBC2012/TP12007 Matrix-R Weight:69 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2`Except* except end verticals. 2-7:2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 HF Std REACTIONS. (lb/size) 8=10/Mechanical,5=350/Mechanical,7=639/0-5-8 Max Horz 8=183(LC 7) Max Uplift 8=-140(LC 5),5=-46(LC 10),7=-59(LC 7) Max Gray 8=116(LC 18),5=429(LC 14),7=662(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 6-7=-569/24,2-6=-270/70 WEBS 3-6=-313/0 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. - 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,7 except(jt=lb) ��0 PR axe 8=140. �G C .0/, �� 5 89200PE t'' IZ- TSL OREGON�� �4,/ <O 1} 14,2° Q`- EXPIRES: 12/31/2017 September 7,201 • A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 Tigard Apts.-CC K2347836 16-DD6731 G12 Jack-Closed 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:53 2016 Page 1 I D:aw9SQ 115uOOHyMvBe?dJ V HynEXg-XU PfuZM kq esXdfxfN h4nXNyuVn4kLHsn2h2a IEyg?ea I 1-0-1 I 5-3-11-- 9-10-13 a 23 - Scale=1:49.7 12 2x4 II 4.00 4 3x4 3 2x4 I I 0 3x4 % 1 2 ■ d, 0 r '; it O ';us 4x5 II3x4 = 2 Fl 8 7 2x3 - 3x4 = 1-0-1 9-s I I 9-10-13 -95 8-10-12 0-2-12 Plate Offsets(X,Y)-- [4:0-2-0,0-0-8],[5:0-1-8.0-1-81[6:0-3-0.0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 078 Vert(LL) -0.12 5-6 >864 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.66 Vert(TL) -0.27 5-6 >397 240 TCDL 10.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.02 5 n/a n/a BCLL 0.0 Code IBC2012fTP12007 Matrix-R Weight:64 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 rTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2*Except* except end verticals. 2-7:2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 HF Std REACTIONS. (lb/size) 8=-115/Mechanical,5=371/Mechanical,7=570/0-5-8 Max Horz 8=181(LC 7) Max Uplift 8=-257(LC 5),5=-64(LC 7),7=-95(LC 7) Max Gray 8=168(LC 7),5=431(LC 14),7=579(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 6-7=-478/80 WEBS 3-6=-253/36,3-5=-256/102 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,7 except(jt=lb) ���� 0 PR Qpp,,, 8=257. ` =9200PE 1' 4111110 . PG OREGONtk �� ip q y 1 2a.\ �-�- ' RR10- EXPIRES: 12/31/2017 September 7,201 -®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 Mitck®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 I 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347837 16-DD6731 G13 Jack-Partial 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:54 2016 Page 1 - I D:aw9SQ 115uOO HyMvBe?dJV HynEXg-?gz16vN M by_O EpW sxPb04aV2eBS k4njxH Lo8Hhyg?eZ 7-10-13 7-10-13 4.00 12 2 Scale=1:38.9- ri 5 3x4 II ._1 PP co o m 7, AmilimilMIMr 4 3 3x4= - 7-10-13 7-10-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.16 3-4 >591 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(TL) -0.38 3-4 >242 240 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.78 2 n/a n/a BCLL 0.0 BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:26 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. - WEBS 2x4 HF Std REACTIONS. (lb/size) 4=331/Mechanical,2=257/Mechanical,3=73/Mechanical Max Horz 4=101(LC 7) Max Uplift 2=-72(LC 10) Max Gray 4=341(LC 14),2=295(LC 14),3=134(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-293/41 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. - RCEO Ppp�s-, (.1_c+Fvp c.:;,, „.,-.. 'V 2 � p" ' 89200PE t' z al IZ F 40,OREGON 4../ 'Q -9Y 14 2d P# -RRtLk- EXPIRES: 12/3112017 September 7,201 MOO ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/89/2015 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 Mel(' 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347838 16-DD6731 G14 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:54 2016 Page 1 I D:aw9SQ 115uOOHyMvBe?dJVHynEXg-?gz16vNMby_OEpWsxPb04aV32BWc4njxH Lo8Hhyg?eZ 5-10-13 5-10-13 4.00 122 Scale=1:39.2 I 5 0 3x4 I 1 Ng • u� o • co 4 3 3x4= 5-10-13 5-10-13 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 0.79 Vert(LL) 0.08 3-4 >888 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(TL) -0.12 3-4 >583 240 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.49 2 n/a n/a BCLL 0.0 BCDL g.p Code IBC2012/TP12007 Matrix-R Weight:22 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins, _BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=245/Mechanical,2=191/Mechanical,3=53/Mechanical Max Horz 4=99(LC 7) Max Uplift 2=-58(LC 10),3=-5(LC 7) Max Gray 4=250(LC 14),2=211(LC 14),3=100(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. ,�p R • P px4-ss 44./ �f`,tN :9200P 1011P,41.1.' 4111G '10,OREGON 44,/� /4 -TY 14,20 P} EXPIRES: 12/31/2017 September 7,201 -A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7179 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual Truss web and/or chord members only.Additional temporary and permanent bracing M'Tek` 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 QuaMy Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347839 16-DD6731 015 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 5 Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:55 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-TtXPJFO_MG6Fsz52V66Fco1EMbs7pEz4W?Xhp7yg?eY - 3-10-13 3-10-13 4.00 12 Scale=1:37.5 - 5 2rl r 3x4 .:0000111101.111111111. -1 co m0 m w Cw m 4 3 3x4= 3-10-13 3-10-13 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 0.82 Vert(LL) 0.03 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(TL) -0.03 3-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.42 2 n/a n/a BCLL 0.0 BCDL B.0 Code IBC2012fTP12007 Matrix-R Weight:17 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-13 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=159/Mechanical,2=126/Mechanical,3=33/Mechanical Max Horz 4=97(LC 7) Max Uplift 4=-5(LC 8),2=-54(LC 7),3=-33(LC 7) Max Gray 4=159(LC 14),2=130(LC 14),3=66(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. ��� 0 P R QF-Ss c:3, ECo NGINE -,9 ©2p Q :9200P r' OREGON �tt,,/� 174. 4.0„ LqY 14,2P\ Q4 "1fiR R I O- EXPIRES: 12/31/2017 September 7,201 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/09/2015 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 iMITek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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,Alexandna,VA 22314. i Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347840 16-996731 H01 California Girder 1 1 Job Reference(optional) - PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 Mitek Industries,Inc. Wed Sep 07 13:47:55 2016 Page 1 ID:aw9SQ115u0OHyMvBe?dJVHynEXg-TtXPJFO MG6Fsz52V66Fco1F5bjYp0J4W?Xhp7yg?eY 7-3-12 700-8 13-8-9 20-1-7 25-11-13 2¢-6.4 32-0-14 7-3-12 d-6-- 5-15.6 6-4-13 5-10-6 0-6-1 5-6-10 Scale=1:57.2 5x8 = 5x8 = 3 3x4 = 3x4 = 6-2-2 8.00 12 4 5 r o 0 vrr N O 2x3 / �: 3x5 2 raill 1 �/ 'ii Le 7 N .. ,., \ ,_ 0 3x4 = 13 15 12 11 10 9 16 8 3x8 I I 3x5 I I 3x4= 5x8 M18SHS= 4x4= 5x8 M18SHS — 5x6 = 1-8-12 1.6-0 I I 10-6-3 16-11-0 23-3-13 32-0-14 1-6-0 8-9-7 6-4-13 6-4-13 8-9-1 0-2-12 Plate Offsets(X,Y)-- [1:0-1-5.0-5-5],[1:0-0-0.0-0-6],[3:0-4-0,0-1-9].[6:0-3-12.0-1-4],[8:Edge,0-3-0].[9:0-1-12.0-1-8],[12:0-2-0.0-1-8],[13:0-3-0.0-2-12] LOADING (psf) 25 0TC SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP LL (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.19 11 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.89 Vert(TL) -0.40 11-12 >915 240 M18SHS 220/195 f3CLL 0.0 Rep Stress Incr NO WB 0.94 Horz(TL) 0.15 8 n/a n/a BCDL 8,0 Code IBC2012/TPI2007 Matrix-S Weight:201 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 3-6:2x6 DF No.2 except end verticals,and 2-0-0 oc purlins(2-11-6 max.):3-6. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1-10:2x6 DF 1800F 1.6E 8-11-7 oc bracing:9-11. WEBS 2x4 DF Std*Except* WEBS 1 Row at midpt 5-9,4-12 7-8:2x4 DF No.2,2-13:2x4 HF Std 2 Rows at 1/3 pts 3-13,6-8 WEDGE Left:2x4 HF Std REACTIONS. (Ib/size) 8=3638/Mechanical,13=3794/0-5-8 Max Horz 13=103(LC 7) Max Uplift 8=-382(LC 4),13=-344(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-574/0,2-3=-747/83,3-4=-4602/574,4-5=-5524/692,5-6=-4553/562,6-7=-429/67, 7-8=-378/70 BOT CHORD 1-13=0/511,12-13=-555/3673,11-12=-772/5461,9-11=-747/5434,8-9=-475/3576 WEBS 2-13=-412/164,3-13=-4228/703,6-8=-4524/675,6-9=-134/1984,5-9=-1697/390, 4-12=-1655/381,3-12=-130/1884 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; EcJ PRQ - MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,`'(?, �° 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 CQ GINE S/ 3)Provide adequate drainage to prevent water ponding. 4Cti� �N F� �,- 4)All plates are MT20 plates unless otherwise indicated. , -y 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ct. 89200 P E 1-- 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) //`yJ 8=382,13=344. �M 111 8)Girder carries hip end with 6-2-2 right side setback,7-11-4 left side setback,and 7-11-4 end setback. tf Cr 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -f7 �,f1__OREGON !(j 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)701 lb down and 210 lb up at LIQ �Q}' 1 4,2ONb� �� 26-2-13,701 lb down and 210 lb up at 7-7-4,and 400 lb down and 23 lb up at 7-7-4,and 400 lb down and 23 lb up at 26-2-13 on v.. top chord. The design/selection of such connection device(s)is the responsibility of others. 2t 'R R 10- " 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard EXPIRES: 12/31/2017 September 7,201 Cnntinuorl nn n.no 9 -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 Masai(' 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/Till Quail,Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,278 N.Lee Sheet,Suite 372,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347840 16-DD6731 H01 California Girder 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:55 2016 Page 2 _ ID:aw9SQ115uOOHyMvBe?dJVHynEXg-TIXPJFO_MG6Fsz52V66Fco1 F5bjYpOJ4W?Xhp7yg?eY LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-70,3-6=-174,6-7=-70,1-8=-40(B=-24) Concentrated Loads(Ib) Vert:3=-996(B=-400)6=-996(B=-400) 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 MiTekR 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 Cdteda,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. i Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347841 16-DD6731 H02 California 1 1 Job Reference(optional) - PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MTek Industries,Inc. Wed Sep 07 13:47:56 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-x35nXbOc7ZE6U6fE2gdU9?aPU?A5YafDkfHFLZyg?ex 7-3-12 9-10-3 13-8-9 20-1-7 23-11-13 26-6-4 32-0-14 7-3-12 2-6-7 3-10-6 6-4-13 3-10-6 2-6-7 5-6-10 Scale=1:55.5 _ 8 4 5x8 i 5x8 8.00 12 3x4 = 3x4 = _ 3 6ZI Iso ISa ISa 6a ISa 6a 46 16 /r-VV Lo N ni. 3x6 11 2x3 1 v 9 0 m u, 2 1 - � I'm 3x4 = 15 14 13 12 11 10 3x4 = 3x4 = 3x4 = 4x6 = 3x4 = 4x5 1-6-0 7-3-12 10-6-3 16-11-0 I 23-3-13 26-6-4 32-0-14 - 1-6-0 5-9-12 3-2-7 6-4-13 6-4-13 3-2-7 5-6-10 Plate Offsets(X,Y)-- [10:0-2-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.08 13 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(TL) -0.16 13-14 >999 240 TCDL 10.0 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.06 10 n/a n/a BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:198 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 3-7:2x6 DF No.2 except end verticals,and 2-0-0 oc purlins(5-3-7 max.):3-7. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std WEBS 1 Row at midpt 3-15,7-10 REACTIONS. (lb/size) 15=1608/0-5-8,10=1462/Mechanical Max Horz 15=152(LC 5) Max Uplift 15=-30(LC 5),10=-34(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-376/69,3-5=-1752/121,5-6=-2121/97,6-7=-1731/119,7-9=-385/70,9-10=-345/68 BOT CHORD 14-15=-172/1376,13-14=-172/2093,11-13=-113/2084,10-11=-22/1341 WEBS 2-15=-359/137,3-15=-1546/70,7-10=-1515/68,7-11=-39/779,6-11=-675/136, 5-14=-653/136,3-14=41/749 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2,)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. _ P 6.)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,10. ,`((, - ���sc$' 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �`Co ENGI NEEz fO 137,444 2 89200PE yr -4/41,0111,e — - ir OREGON 4. 4tx X41/ <Q -13- 14 2.4 p`�" - EXPIRES: 12/31/2017 September 7,201 -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 i Wok' 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 Qual ly Criteria,DSB-89 and BCSI Building Component 1 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347842 16-DD6731 H03 California 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:57 2016 Page 1 - ID:aw9SQ115uOOHyMvBe?dJVHynEXg-PFfAkxPFttMz5GEQcX8jiD7ayOWrH11NzJ0ouoyg?eW 7-3-12l 11-10-3 1 13-8-9 I 20-1-7 121-11-13 I 26-6-4 32-0-14 7-3-12 4-6-7 1-10-6 6-4-13 1-10-6 4-6-7 5-6-10 Scale=1:55.2 - 2x310 2x3 4 6 11 _ 8.00 12 5x8 i 2x4 11 5x8 Q - 2R4 II 3x4= 3x4= g 3 5 C 6a ISa ISa 15a 67...® 4t n n VVV Kl 2 3x6 11 2x3 II 13 2 — 0,1 d, 1.11 3x4= _. 18 17 16 15 19 14 3x4 = 3x4= 3x4= 4x6 = 3x4= 4x4 = 1-6-0 7-3-12 10-6-3 16-11-0 23-3-13 26-6-4 32-0-14 1-6-0 5-9-12 3-2-7 6-4-13 6-4-13 3-2-7 5-6-10 - Plate Offsets(X,Y)-- 114:0-1-8.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.07 17 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.33 Vert(TL) -0.15 17-18 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.05 14 n/a n/a BCLL 0.0Code IBC2012/TP12007 Matrix-R Weight:210 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, - 3-12:2x6 DF No.2 except end verticals,and 2-0-0 oc purlins(5-5-15 max.):3-12. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std WEBS 1 Row at midpt 3-19,12-14 OTHERS 2x4 HF Std REACTIONS. (lb/size) 19=1480/0-5-8,14=1331/Mechanical Max Horz 19=151(LC 7) Max Uplift 19=-18(LC 8),14=-9(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-368/68,3-5=-1593/102,5-7=-1595/102,7-8=-1964/78,8-9=-1576/97, 9-12=-1575/96,12-13=-384/69,13-14=-348/67 BOT CHORD 18-19=-87/1227,17-18=-69/1936,15-17=-6/1928,14-15=0/1196 WEBS 2-19=-370/135,3-19=-1359/0,12-14=-1321/0,12-15=-6/770,8-15=-663/100, 7-18=-642/101,3-18=-9/744 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Provide adequate drainage to prevent water ponding. n, 0 P R Qi 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 5� GINE u/ 5)Refer to girder(s)for truss to truss connections. N17/ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)19,14. , — - 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 2 9200P - OREGON tr Fy/v,11)' 14 2° q �` � -RRILk- EXPIRES: 12/31/2017 September 7,201 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. - Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking 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(TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 'Tigard Apts.-CC K2347843 16-DD6731 H04 California 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:57 2016 Page 1 I D:aw9SQ 115uOOHyMvBe?dJVHyn EXg-P FfAkxPFttMz5G EQcX8j i D7avO W L H?M NzJOouOyg?eW 7-3-12 13-8-9 13-1p-3 19-11-13 201-7 26-6-4 32-0-14 7-3-12 6-4-13 0-1-10 6-1-10 0-1-10 6-4-13 5-6-10 9 7 Scale=1:55.1 2x32x3 I - 4 10 8.00 12 5x8 �i 2x4 I I 5x8 �� 2x4 II 3x4 = 3x4 = 11 3 5 1S1 ' 6a iR1 Iso 6a o �j /V\• dr "/,14\ x6 II 2x3 13VSIn 2 1 — m VI ® O 3x4= 19 18 17 16 15 14 3x4 = 3x4 = 3x4 = 4x6 = 3x4 = 4x5 1 1-6-0 7-3-12 10-6-3 16-11-0 23-3-13 26-6-4 32-0-14 1-6-0 5-9-12 3-2-7 6-4-13 6-4-13 3-2-7 5-6-10 Plate Offsets(X,Y)-- [14:0-2-0,0-2-0] 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 0.81 Vert(LL) -0.08 17 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(TL) -0.17 17-18 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.06 14 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:216 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 3-12:2x6 DF No.2 except end verticals,and 2-0-0 oc purlins(5-0-9 max.):3-12. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std WEBS 1 Row at midpt 3-19,12-14 OTHERS 2x4 HF Std JOINTS 1 Brace at Jt(s):5,11 REACTIONS. (lb/size) 19=1605/0-5-8,14=1459/Mechanical Max Horz 19=197(LC 5) Max Uplift 19=-28(LC 8),14=-20(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-381/69,3-5=-1803/151,5-6=-1806/153,6-8=-2253/136,8-11=-1786/147, 11-12=-1782/146,12-13=-391/68,13-14=-350/66 BOT CHORD 18-19=-137/1370,17-18=-152/2226,15-17=-24/2217,14-15=-5/1335 WEBS 2-19=-365/133,3-19=-1534/0,12-14=-1501/0,12-15=-12/912,8-15=-812/106, 4-5=-333/121,10-11=-334/121,6-18=-789/107,3-18=-15/882 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Provide adequate drainage to prevent water ponding. �~� PR ofiF This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 5)Refer to girder(s)for truss to truss connections. CO NG]N EF /© 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)19,14. S <C" ,9 * 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. y' `� 89200PE �' _,0P,,ce ... _ OREGON �ttf� '°O -9y 14 2P\ �,,,;k- 'vire`RRI0- EXPIRES: 12/31/2017 September 7,201 -A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Crtierla,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347844 16-DD6731 H05 California 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:58 2016 Page 1 - I D:aw9SQ 115uOOHyMvBe?dJ VHyn EXg-uSDYyGQteB UgjQpdAFfyEQflgos40U9 W Czm LQSyg?eV 7-3-12 13-8-9 15-10-3 17-11-13 20-1-7 26-6-4 32-0-14 7-3-12 6-4-13 2-1-10 2-1-10 2-1-10 6-4-13 5-6-10 2x3 I I Scale=1:62.0 - 2x3 H 11 7 9 12 2x3 I I 2x3 I I 4 14 - 8.00 i - 5x8 iAL m, 2 5x8�` 111166.. ,n 2 3x4 = 15 :± .. ei\IF % 1. 3x6 H 2x3 17 r5 1 All 0 44 2 'Allitilli .- I 3x4 = 23 22 21 20 19 18 - 3x4= 3x4 = 3x4 = 4x6 = 3x4 = 4x4= 1-6-0 7-3-12 10-6-3 16-11-0 23-3-13 26-6-4 32-0-14 1-6-0 5-9-12 3-2-7 6-4-13 6-4-13 3-2-7 5-6-10 Plate Offsets(X,Y)-- [18:0-1-8,0-2-0] 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 0.81 Vert(LL) -0.07 21 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.33 Vert(TL) -0.15 21-22 >999 240 TCDL 10.0 Rep Stress lncr YES WB 0.48 Horz(TL) 0.05 18 n/a n/a BCLL BCDL g 0 Code IBC2012/TPI2007 Matrix-R Weight:235 lb FT=0% r LUMBER- BRACING- TOP CHORD 2x4 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 3-16:2x6 DF No.2 except end verticals,and 2-0-0 oc purlins(5-3-13 max.):3-16. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std WEBS 1 Row at midpt 3-23,16-18 OTHERS 2x4 HF Std JOINTS 1 Brace at Jt(s):13,5,15,6 REACTIONS. (lb/size) 23=1480/0-5-8,18=1331/Mechanical Max Horz 23=196(LC 7) Max Uplift 23=-31(LC 8),18=-23(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-368/69,3-5=-1598/208,5-6=-1600/209,6-8=-1975/206,8-10=-1975/206, 10-13=-1975/206,13-15=-1582/203,15-16=-1579/202,16-17=-384/69,17-18=-348/66 BOT CHORD 22-23=-63/1227,21-22=-97/1947,19-21=-43/1940,18-19=-8/1196 WEBS 2-23=-371/133,3-23=-1358/7,16-18=-1320/0,16-19=-12/781,13-19=-674/108, 4-5=-308/107,14-15=-309/107,6-22=-654/105,3-22=-14/755 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; - MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Provide adequate drainage to prevent water ponding. QED P R oF`- 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �' 5)Refer to girder(s)for truss to truss connections. `,,, NGI NES s/© 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)23,18. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Qw 8920OP E 9`, -. jam,,-� I-- .411p,,,,....- IPP'' yG A_OREGON�� �447i r -i 14,21. . i- FiRio- es EXPIRES: 12/31/2017 September 7,201 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1.7I73 rev.10/09/2015 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 bucking 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 Quafy 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 Tigard Apts.-CC K2347845 16-DD6731 H06 Roof Special 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:59 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-Memw9cRVPUchLaoplcyBBneCuVC7vlw2gRdVvyuyg?eU 8-3-5 16-11-0 25-6-11 I 32-0-14 8-3-5 8-7-11 8-7-11 6-6-3 6x8 M18S1-1S I I Scale=1:71.7 5 %1 - 8.00 12 \\ 4x4% 4x4 4 6 p, 3x6-i 2x3 3�� 3x6 I I 7 1.. 2 1.7 : i - 3x6 II 12 11 10 9 '8 1M= 3x4 = 3x6 = 3x4 = 4x5 = 11-6„4) 11-6-12 I 16-11-0 22-3-4 32-0-12 32-0-14 9-10-0 5-4-4' 5-4-4 9-9-8 0-0-2 0-2-12 Plate Offsets(X,Y)-- 18:0-1-7,0-1-12j 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 0.93 Vert(LL) -0.18 9-11 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.67 Vert(TL) -0.44 9-11 >819 240 M18SHS 185/148 "BCLL 0.0 TCDL 10.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.06 8 n/a n/a BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:163 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE WEBS 1 Row at midpt 4-12,6-8 Left:2x4 HF Std REACTIONS. (lb/size) 12=1447/0-5-8,8=1298/0-5-8 Max Horz 12=210(LC 5) Max Uplift 12=-33(LC 8),8=-25(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-294/70,4-5=-1438/123,5-6=-1424/120,6-7=-343/4.4,7-8=-325/50 BOT CHORD 11-12=-72/1196,9-11=0/881,8-9=-12/1173 WEBS 5-9=-46/443,5-11=-50/467,4-11=-297/170,2-12=-363/136,4-12=-1396/11, 6-9=-276/166,6-8=-1327/25 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5.)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,8. ((' P OFtCs x. (t- 89200PE of _. ,cg - OREGON 'Q q!' 14,23\ P- /11RRtLA- le' - EXPIRES: 12/31/2017 September 7,201 -A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 41167473 rev.10103/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a 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 Mile is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component i 250 Klug Circle Safety information available from Truss Hate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. I Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347846 16-DD6731 H07 Common 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:47:59 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-Memw9cRVPUchLaOpkyBBneCv9C8iltcgRdVvyuyg?eU 8-3-5 I16-11-0 I25-6-11 I 33-10-0 I 8-3-5 8-7-11 8-7-11 8-3-5 6x6'� Scale=1:69.1 - 5 - 8.00 12 - 4x4 i 4x4 4CJ 6 e 67\ 3x6 7 2x3 / ti 4.4 2x3 II 2 igi cr•-•?1 .71 .. r, :,,Ohla.:, 1:1.? 3x6 I I 14 13 12 11 X10 3x6 I I - 3x4= 3x4 = 3x6 = 3x4= 3x4 = 1 6 12 33-10-0 11:66:0 fi 0 11-6-12 l 16-11-0 I 22-3-4 I 31-10-0 32112 1-6-0 9-10-0 5-4-4 5-4-4 9-6-12 0--2 0-2-12 1-9-4 Plate Offsets(X,Y)-- [5:0-2-4.Edge] 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 0.89 Vert(LL) -0.16 11-13 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.62 Vert(TL) -0.37 11-13 >677 240 TCDL 10.0 Rep Stress lncr YES WB 0.73 Horz(TL) 0.02 10 n/a n/a BCLL 0.0 ` Code IBC2012/TP12007 Matrix-R Weight:169 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std WEBS 1 Row at midpt 5-11,4-14,6-10 WEDGE Left:2x4 HF Std,Right:2x4 HF Std REACTIONS. (lb/size) 11=1299/0-5-8,14=1028/0-5-8,10=582/0-5-8 Max Horz 14=-195(LC 4) Max Uplift 11=-18(LC 9),14=-30(LC 8),10=-21(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-271/70,4-5=-815/119 BOT CHORD 13-14=-92/764,11-13=-26/351 WEBS 5-11=-838/51,5-13=-50/537,4-13=-372/170,2-14=-350/136,4-14=-788/4, 6-11=-439/170,8-10=-314/121 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,14,10. ���� P R OFA 44/ X,.... �NGI N E-FR we �,� 89200PE pc OREGON X44,// /d •9y 14,2a v'4. R R II-A-- e' EXPIRES: 12/31/2017 September 7,201 A WARNING-Verity 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 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347847 16-DD6731 H08 COMMON 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:00 2016 Page 1 I D:aw9SQ 115uOOHyMvBe?dJ VHyn EXg-qq K I MyR7AokYykz?HgiQJr145cY5U H Qp(H FSUKyg?eT 1 8-3-5 16-11-0 25-6-11 33-10-0 I 8-3-5 8-7-11 8-7-11 8-3-5 8x8 // Scale=1:74.9 8.00 12 4x4 -i 4x4 Q •6 3x6 i It. 3x6 2x3 I I 45 7 3x4 8 1 5 9 ,,_� III6I'- O 3x4= 16 15 14 13 12 11 10 3x4 = 3x8 I I 3x4 = 3x6 I 14x6= 3x4 = 3x4 = 3x8 I I - 3x4 = . 1-8-122x4 1 1 32-0-12 1 8 0II 11-6-12 16-11-0 118-4 -4I 22-3-4 29-4-12 31-10 0 I33-10-0 1-6-0 9-10-0 5-4-4 1-5-4 3-11-0 7-1-8 2-5-4 O-�-Y2 0-2-12 1-9-4 Plate Offsets(X,V)-- [1:0-1-5,0-5-5].[1:0-0-0.0-0-6].[5:0-3-O,Edgej,[8:0-1-12,0-1-8].[9:0-1-5.0-5-5].[9:0-0-0,0-0-6]..[14:0-4-8.0-1-8] TCLL LOADING (psf25 0 SPACING- 2-2-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.05 14-15 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.36 Vert(TL) -0.11 14-15 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.02 10 n/a n/a BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:207 lb FT=0% LUMBER- BRACING- IOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD 2-0-0 oc purlins(4-9-2 max.) 1-3,7-9:2x4 DF No.2 (Switched from sheeted:Spacing>2-0-0). BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 HF Std 6-0-0 oc bracing:10-11,9-10. WEDGE WEBS 1 Row at midpt 4-16 Left:2x4 HF Std,Right:2x4 HF Std 2 Rows at 1/3 pts 5-12 REACTIONS. (lb/size) 12=2004/0-5-8,16=1395/0-5-8,10=1053/0-5-8 Max Horz 16=210(LC 5) Max Uplift 12=-94(LC 9),16=-41(LC 8),10=-20(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-280/0,2-4=-379/64,4-5=-1306/144,5-6=-443/101,6-8=-707/36 BOT CHORD 15-16=-93/1144,14-15=-16/736,12-14=-9/856,11-12=0/481 WEBS 5-12=-1498/72,5-15=-67/527,4-15=-365/181,2-16=-402/145,4-16=-1194/26, 6-12=-524/179,8-10=-934/31,8-11=0/541,5-14=-14/994 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4J Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,16,10. "\-* � P aFFs 5 )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. <0 !NG]NE. /Q 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1000 lb down and 57 lb up at `i R 1, 18-4-4,and 300 lb down and 17 lb up at 29-4-12 on bottom chord. The design/selection of such connection device(s)is the ',44./ 17 responsibility of others. 89200PE 1--- 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,,� LOAD CASE(S) Standard -,- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) y OREGON Vert:1-5=-76,5-9=-76,1-9=-17 L� �,� A Concentrated Loads(lb) Q 1 q,`Z. Q-�` Vert:11=-300(F)14=-1000(F) �4R Ft 10- EXPIRES: 12/31/2017 September 7,201 -®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE MII-7473 rev.10/09/2015 BEFORE USE. Design void for use only with Mi Tek®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 B:i Tek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the SYS t 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347848 16-DD6731 H09 Roof Special 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:00 2016 Page 1 - ID:aw9SQ115uOOHyMvBe?dJVHynEXg-qgKIMyR7AokYykz?HgiQJrl4RcWmULmpfHFSUKyg?eT 6-6-5 15-2-06-6-81 6-6-5 8-7-11 1-4-8 5x6 - Scale=1:68.5 - 3x5 I I 3 4 Ap 8.00 12 4x4cn 2 �� M O i d 3x4 I 1 I- 7 6 5 - 3x5= 3x4 = 3x5 = 9-9-12 16-6-8 9-9-12 6-8-12 Plate Offsets(X.Y)-- [3:0-3-8.0-3-0],[4:Edge.0-1-12].[5:0-2-0.0-1-8].[7:0-2-0.0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.14 6-7 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(TL) -0.30 6-7 >646 240 TCDL 10.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.01 5 n/a n/a BCLL 0.0Code IBC2012/TP12007 Matrix-R Weight:109 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, _ BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-7:2x4 DF No.2 WEBS 1 Row at midpt 3-5,2-7 REACTIONS. (lb/size) 5=699/Mechanical,7=699/0-2-8 Max Horz 7=292(LC 5) Max Uplift 5=-70(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-326/31,2-3=-556/89,1-7=-305/44,4-5=-205/309 BOT CHORD 6-7=-144/554 WEBS 3-6=-83/534,3-5=-962/268,2-6=-409/167,2-7=-481/54 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5. (C�V PR 0i- AS. k 89200PE c SCr 'G OREGONN� to /4 '9)" 14,S.° V-� Ali)" EXPIRES: 12/31/2017 September 7,201 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347849 16-DD6731 H10 COMMON 1 1 Job Reference(optional] PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:01 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-11 ugalSlx6sOauYCrNDfs3HFo0ucDklzuw_01 nyg?eS 6-9-5 15-5-0 24-0-11 32-4-0 I 6-9-5 8-7-11 8-7-11 8-3-5 8x8 z2 Scale=1:74.3 4 1► 8.00 12 4x4 i 4x4 3 5 3x6">-' <> 3x6 2 4x5 I I 0 •,t, 3x4 1 a m J � 6 �I pt E. - r 15 14 13 12 ti 10 �9 3x4 = o 4x5 — 3x4 = 3x6 1\4x6 = 3x4 = 3x4 = 3x8 II 2x4 I I I 10-0-12 A -030-6--12 15- 100-12 I 55-04 115-4 I 31 9 0 I 2 7 1-8 2 205 0-2-522-4 0 - 1-9-4 Plate Offsets(X,Y)-- [4:0-3-0,Edge].[7:0-1-12.0-1-8],[8:0-1-5.0-5-5],[8:0-0-0,0-0-6].[13:0-4-8.0-1-8],(15:0-2-4.0-2-01 LOADING (psf) 25 0 SPACING- 2-2-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.06 14-15 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.13 14-15 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(TL) 0.03 9 n/a n/a BCDL 8,0 Code IBC2012/TP12007 Matrix-R Weight:201 lb FT=0% LUMBER- BRACING- _TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD 2-0-0 oc purlins(4-8-7 max.), except end verticals 1-2,6-8:2x4 DF No.2 (Switched from sheeted:Spacing>2-0-0). BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 HF Std'Except* WEBS 1 Row at midpt 3-15 1-15:2x4 DF No.2 2 Rows at 1/3 pts 4-11 WEDGE Right:2x4 HF Std REACTIONS. (lb/size) 11=1994/0-5-8,15=1241/0-5-8,9=1063/0-5-8 Max Horz 15=-223(LC 4) Max Uplift 11=-91(LC 9),15=-34(LC 8),9=-21(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-495/69,3-4=-1324/142,4-5=-458/102,5-7=-717/37,1-15=-429/70 BOT CHORD 14-15=-94/1161,13-14=-17/745,11-13=-10/864,10-11=0/493 WEBS 4-11=-1490/71,4-14=-62/539,3-14=-372/183,3-15=-1095/19,5-11=-522/179, 7-9=-944/32,7-10=0/550,4-13=-16/993 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 ''Sr.- C.O NG,,PR Op-e, 1)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,15,9. ]N E c /p 5)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. R 2 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1000 lb down and 57 lb up at ,IS/ -y 18-4-4,and 300 lb down and 17 lb up at 29-4-12 on bottom chord. The design/selection of such connection device(s)is the 89200PE am responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �j LOAD CASE(S) Standard ! (Z- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 -$2.../ OREGON 1(,i Uniform Loads(plf) G� '�7,4 alb Vert:1-4=-76,4-8=-76,8-15=-17 P 14,2- Q� Concentrated Loads(Ib) �fl:i `LA- Vert:10=-300(F)13=-1000(F) - EXPIRES: 12/31/2017 September 7,201 _A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 j 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347850 16-DD6731 H11 Common 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:02 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-mDS3neTNIP?FC17OP4kuPGgNCPAKyER67akZZDyg?eR 6-9-5 710 15-5-0 124-0-11 i32-4-0 1 6-9-5 1-0-15 7-6-12 8-7-11 8-3-5 6x8 M18SHS// Scale=1:71.7 - 3 /� 8.00 12 4x4 i 4x4 2 4 3x6�� 5 3x6Alk:fr °i I et, 2x3 1 .co C 12 11 10 g 8 3x6 II 3x5= 3x4 = 3x6 = 3x4 = 3x44.0 I 7-10-4 110-0-12 I 15-5-0 20-9-4 30-4-0 30011122 0-2-0-¢1122 1 7-10-4 2-2-8 5-4-4 5-4-4 9-6-12 1-9-4 Plate Offsets(X,Y)-- [1:Edge,0-1-12].[3:0-3-0.0-2-0].[12:0-1-12.0-1-8] 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 0.97 Vert(LL) -0.16 9-11 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.63 Vert(TL) -0.36 9-11 >681 240 M18SHS 185/148 7CDL 10.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.02 8 n/a n/a BCLL 0.0Code IBC2012/TP12007 Matrix-R Weight:164 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE WEBS 1 Row at midpt 3-9,2-12,4-8 Right:2x4 HF Std REACTIONS. (lb/size) 9=1293/0-5-8,12=884/0-5-8,8=591/0-5-8 Max Horz 12=-208(LC 4) Max Uplift 9=-18(LC 9),12=-22(LC 8),8=-20(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-383/50,2-3=-829/116,1-12=-353/56 BOT CHORD 11-12=-91/780,9-11=-26/358 WEBS 3-9=-832/52,3-11=-48/546,2-11=-383/170,2-12=-685/15,4-9=-437/171,6-8=-314/121 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,12,8. ,,,0-.)� PR OFF 89200PE 444 vt— PI sc 7OREGON 44./ L<Q�' Ix X x1Y 14 2° p4 � R'R t LA- EXPIRES: 12/31/2017 September 1,201 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 Mick®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 MiTekR 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 Qualify Criteria,DSB-89 and BCSI Building Component i 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347851 16-DD6731 H12 Common 1 1 Job Reference(optional) _ PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:02 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-mDS3neTNiP?FC17OP4kuPGgOgP9vyEK67akZZDyg?eR 1 6-9-5 7-10-4 15-5-0 24-0-11 32-4-0 I 6-9-5 0-15 7-6-12 8-7-11 8-3-5 6x8 M18SHS/i Scale=1:71.7 3 1► 8.0012 4x4 "i 4x4 �� ' /2 4 i 3x6�� 3x6 5 �� c� 2x3 1 N m 7 mm 12 11 "-������.` s 3x6 c 13 10 9 8 3x5= 3x4 = 3x6 = 3x412 -4 3x4 354-0 I 7-10-4 1 10-0-12 1 15-5-0 20-6-8 202 1 24-0-0 1 30-4-0 30-¢12 1 7-10-4 2-2-8 5-4-4 5-1-8 0--12 1-8-12 6-4-0 0-2-12 1-6-0 1-9.4 Plate Offsets(X,Y)-- [1:Edge.0-1-12],[3:0-3-0.0-2-0],[13:0-1-12,0-1-8] LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.20 10-12 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.66 Vert(TL) -0.44 10-12 >559 240 M18SHS 185/148 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.02 8 n/a n/a BCDL 8,0 Code IBC2012/TP12007 Matrix-R Weight:164 lb FT=0% LUMBER- BRACING- _TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE WEBS 1 Row at midpt 3-10,2-13,4-8 Right:2x4 HF Std REACTIONS. All bearings 3-5-8 except(jt=length)13=0-5-8,8=0-5-8,9=0-3-8. (Ib)- Max Horz 13=-208(LC 4) Max Uplift All uplift 100 lb or less at joint(s)10,13,8 Max Gray All reactions 250 lb or less at joint(s)9 except 10=1269(LC 1),10=1269(LC 1),13=884(LC 1),8=578(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-380/51,2-3=-829/116,1-13=-352/57 BOT CHORD 12-13=-91/780,10-12=-27/357 WEBS 3-10=-840/47,3-12=45/550,2-12=-382/170,2-13=-688/13,4-10=-434/173, 6-8=-322/115 NOTES- i)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.11;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 ���:O PR ores � 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. NAG{NFA /Q 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,13,8. <c„. '9 .. 4� 89200PE c' ,114P ,r pG , OREGON �4� /0 -4%1 k. 14,2�� Ptx � 'illi R 11-k- EXPI RES: 12/31/2017 September 7,201 -®WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10413/2015 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 : MiTek" 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 Tigard Apts.-CC Cond 1 K2347852 16-DD6731 H13- ROOF SPECIAL GIRDER 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:05 2016 Page 1 - ID:aw9SQ115uOOHyMvBe?dJVHynEXg-Ao8BQgVG?KNg3Vrz4DHb0VSwgdE89bDYpYyDAYyg?e0 2-10-1 8-11-12 15-2-0 23-9-0 23-1-11 - 2-10-1 6-1-11 6-2-4 8-7-0 0-0-11 6x8 M18SHS Scale=1:71.8 - 8.00 12 14 4 iia 13 4.00 12 5x6% 15 3 ty- i! 44. 5x5= 3x5 \\ 5 2x3 I I 2 0 1 12 r1 1 t M N i1 f0 ■•� vi n IBI r 11 10 9 8 7 6 8x8 = 3x7 I I 3x4 H 4x6 = 3x4 I I 3x10 M18SHS I I 5-0-2 8-11-12 20-6-4 23-9-0 5-0-2 3-11-10 11-6-8 3-2-12 Plate Offsets(Xy)-- [2:0-2-4,0-0-12],[3:0-3-0.0-3-01[4:0-5-4.0-2-4],[5:Edge.0-2-01[7:0-1-12,0-1-81[9:0-1-8,0-1-8],[10:0-4-0,0-1-8],[11:Edge,0-4-12] LOADING (psf) SPACING- 2-8-8 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.10 7-9 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) -0.24 7-9 >999 240 M18SHS 185/148 TCDL 10.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.02 6 n/a n/a BCLL 0.0i- Code IBC2012/TP12007 Matrix-R Weight:175 lb FT=0% BCDL 8.0 LUMBER- BRACING- [MCT] TOP CHORD 2x4 DF No.2*Except* TOP CHORD 2-0-0 oc purlins(3-8-0 max.), except end verticals 3-4:2x4 DF No.1&Btr,4-5:2x6 DF No.2 (Switched from sheeted:Spacing>2-0-0). BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 4-7,5-6,3-9,3-10,2-11 • 5-6:2x4 DF No.1&Btr REACTIONS. (lb/size) 6=1553/0-5-8,11=2079/0-2-8 Max Horz 11=328(LC 7) Max Uplift 6=-28(LC 11),11=-84(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1566/99,3-4=-1739/187,4-5=-817/119,5-6=-1533/23 BOT CHORD 10-11=-225/995,9-10=-114/1435,7-9=-67/807 WEBS 4-7=-719/117,4-9=-106/1284,5-7=0/926,3-9=-961/215,2-10=0/1078,2-11=-2174/121 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 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. „1.° PR(QP' 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. .C`�„ 0.o 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,11. ,`o �tJG]NEhy .© 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. SCO 'v 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)922 lb down and 51 lb up at 89200PE -rY,. 5-0-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standards . 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 • ©RECON 4(/- Uniform Loads Vert:1-395,3-4=-95,4-5=-95,6-11=-22 �G/6 �'14' 4 Zd�� � 4 Concentrated Loads(Ib) (Xj Vert:10=-900(F) � *R R{4 _ EXPIRES: 12/31/2017 September 7,201 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/09/2015 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 s 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 I 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC Cond2 K2347852 16-DD6731 H13- ROOF SPECIAL GIRDER 2 1 Job Reference(optional) _ PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:05 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-Ao8BQgVG?KNg3Vrz4DHbOvSwzdF?9WLYpYyDAYyg?eO 2-10-1 8-11-12 15-2-0 23-9-0 23-9-11 2-10-1 6-1-11 6-2-4 8-7-0 0-0-11 - 6x8 M18SHS, Scale=1:74.7 - 8.00 12 14 4 ,ia . 13 4.00 12 5x6 % 15 3V. ��N � 5x5 = 3x5 \\ 5 d co 2x3 2 ill 1 12 .. 7 4- co i; % e r rn /i i/ ,/ �o w 1 /i � i'/ // /. \// 11 3x7 H 3x4 H I 8 7 6 8x8 = 10 9 16 3x4 H 3x10 M18SHS I I 5-0-2 8-11-12 20-6-4 4x6 = 23-9-0 1 11 5-0-2 3-11-10 11-6-8 1 3-2-12 -Plate Offsets(X,Y)-- [2:0-2-4,0-0-12],[3:0-3-0,0-3-0J.[4:0-5-4.0-2-4].[5:Edge.0-2-01.[7:0-1-12,0-1-8].[9:0-1-8.0-1-8],[10:0-4-0,0-1-8],[11:Edge,0-4-121 LOADING (psf) SPACING- 2-8-8 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.08 7-9 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.37 Vert(TL) -0.18 7-9 >900 240 M18SHS 185/148 TCDL 10.0 Rep Stress lncr NO WB 0.97 Horz(TL) 0.00 9 n/a n/a BCLL 0.0 ¢CDL S,0 Code IBC2012/TPI2007 Matrix-R Weight:175 lb FT=0% LUMBER- BRACING- [MCT] TOP CHORD 2x4 DF No.2*Except* TOP CHORD 2-0-0 oc purlins(5-8-12 max.), except end verticals 3-4:2x4 DF No.1&Btr,4-5:2x6 DF No.2 (Switched from sheeted:Spacing>2-0-0). BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 4-9,5-6,5-7,3-10,2-10,2-11 5-6:2x4 DF No.1&Btr 2 Rows at 1/3 pts 4-7 REACTIONS. All bearings 17-3-4 except Qt=length)6=0-5-8. (Ib)- Max Horz 11=328(LC 7) Max Uplift All uplift 100 lb or less at joint(s)9 except 6=-1456(LC 26),10=-147(LC 10),11=-1843(LC 25) Max Gray All reactions 250 lb or less at joint(s)except 9=972(LC 1),6=2004(LC 23),10=1573(LC 32),11=2056(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-445/471,2-3=-1176/1123,3-4=-1102/964,4-5=-985/882,5-6=-2002/1435 BOT CHORD 10-11=-848/1021,9-10=-1109/1187,7-9=-1165/1323 WEBS 4-7=-1330/1367,4-9=-1068/831,5-7=-1246/1559,3-9=-893/719,3-10=-1588/1449, 2-10=-1595/1467,2-11=-2194/2070 NOTES- 1)-Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=lb) 6=1456,10=147,11=1843. 7)Load case(s)16 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 8)This truss has been designed for a total seismic drag load of 4000 lb with dead loads only.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 17-3-4 for 231.6 plf. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)922 lb down and 51 lb up at 5-0-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 rantin]rort nn nano 0 AWARNING-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 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 TrussTruss Type Qty Ply Tigard Apts.-CC 16-DD6731 H13-l/�_v on d2 ROOF SPECIAL GIRDER 2 1 K2347852 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:05 2016 Page 2 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-Ao8BQgVG?KNg3Vrz4DHb0vSwzdF?9WLYpYyDAYyg?eO LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-95,3-4=-95,4-5=-95,6-11=-22 Concentrated Loads(Ib) Vert:10=-900(F) 16) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-27,3-4=-27,4-5=-27,6-11=-22 Concentrated Loads(Ib) Vert:10=-377(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347853 16-DD6731 H14 Roof Special 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:06 2016 Page 1 I D:aw9 i1SQ115uOOHyMvBe?dJVHynEXg-f_iZd?WumeVhgfQ9ewpgZ6_5i1 Xxu 13i2Ciniyg?eN 1I 10-1-2 I 27-0-2 1-5-7 1ei 5x6 // Scale=1:69.3 _ 3 4! 8.00 12 3x4 i 4x8 // 2x3 I 1 2 n 41 1, 4 lc 3x4�� 5 �� 2x3 ri c' IL yr 6 1. 7 13 12 11 10 9 8 3x6 II 3x4 = 3x4= 3x4 = 2x3 II 3x4 = 3x4 = 27-0-2 1 4-8-14 I 10-1-2 15-5-8 1 18-5-6 1 25-0-2 25-}l4 1 4-8-14 5-4-4 5-4-4 3-0-0 6-6-12 0--l2 _ 1-9-4 Plate Offsets(X,Y)-- [3:Edge,0-2-12],[4:0-2-12,0-2-0].[13:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ' I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.23 11-12 >949 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(TL) -0.52 11-12 >423 240 TCDL 10.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.01 8 n/a n/a TCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:155 lb FT=0% J3CDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE WEBS 1 Row at midpt 3-11,3-12,4-8 Right:2x4 HF Std REACTIONS. (lb/size) 13=820/Mechanical,8=566/0-5-8,10=924/0-5-8 Max Horz 13=-241(LC 4) Max Uplift 13=-18(LC 8),8=-8(LC 9),10=-31(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-575/88,3-4=-519/100 BOT CHORD 12-13=-141/341,11-12=-25/395 WEBS 2-12=-10/277,2-13=-1083/152,4-11=0/363,6-8=-311/111,4-10=-883/51 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,8,10. ro P axrCs�+G[NEF'9 /�200PE mac` -40,0(se.;.„,...-Z-,. ier yG OREGON �t j tx <0 -9y 14,2°\ P} 'E R RIO- EXPIRES: I O- ' EXPIRES. 12/31/2017 September 7,201 • ®WARNING-Verily 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 ANSI(TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Cade Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347854 16-DD6731 H15 Roof Special 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:07 2016 Page 1 - ID:aw9SQ115uOOHyMvBe?dJVHynEXg-7AFygLXWXydYlp?LCeK36KXG7QtAdRZrGsRKEQyg?eM 11-8-121-8-12'5 5-5-10 ' 5-5-14 7-2-6 12-8-4 112- 9-71 I 5-11 -13 26-2-42 8-1-8 46.9-82 �dd1 2 0-02I - - 6x6' Scale=1:86.0 - 8.00 12 8 5x5 22 - 4.00 12 7 23 3x4 3x4 '�i • g c 2x3 I I 6 ` 5 a` 2x3 I I 3x4 \\ 21 ` 16 3x6 3x6 % 4 5x6 = 10 3x4 a 4� 11 2 1 2,,..3,0"......... 17 / 15 2 °PI �L� .� 3x4 3x4 Ni-. I`° o 20 19 •18 6.00 I 14 13 3x6 II a 3x6 I I 5x8 = 5x8 = 2x3 II 3x4 = _ 1-8-12 44-6-12 111:66:0, 12-5-8 12 -4 18-5-8 21-5-8 24-2-12 30-6-13 35-9-4 36-F1-0 42-6-12 42-8-8 I 10-8-12 0--2 5-9-4 3-0-0 2-9-4 6-4-1 5-2-7 0-2'-12 6-6-12 0-2-2 0-2-12 1-9-4 Plate Offsets(X,YI-- [4:0-2-0,0-1-4],[7:0-2-4,0-2-8],[8:0-3-12,0-3-41[9:0-1-12,0-1-81[11:0-1-12,0-1-8],[14:0-6-0,0-2-8],[18:0-6-0.0-2-8],[20:0-2-3.0-2-8] LOADING (psf) SPACING- 2-0-0 • CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.22 18-19 >580 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(TL) -0.49 18-19 >263 240 TCDL 10.0 Rep Stress lncr YES WB 0.92 Horz(TL) 0.10 13 n/a n/a BCLL 0.0 BCDL 8,0 Code IBC2012/TP12007 Matrix-R Weight:216 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 8-10:2x4 DF No.1&Btr except end verticals. BOT CHORD 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 9-14,8-15 1-20:2x6 DF No.2 WEDGE Right:2x4 HF Std REACTIONS. All bearings 0-5-8. (Ib)- Max Horz 19=202(LC 7) Max Uplift All uplift 100 lb or less at joint(s)18,19 except 13=-210(LC 14) Max Gray All reactions 250 lb or less at joint(s)13 except 18=1924(LC 14), 14=1752(LC 15),19=268(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-314/0,2-4=-288/0,4-5=-98/1000,5-6=-70/977,7-8=-895/22,8-9=-417/123, 9-11=-9/689 BOT CHORD 19-20=0/265,18-19=-374/0,17-18=416/53,16-17=-58/787,15-16=-2/408, 14-15=-620/46 WEBS 5-18=-319/67,9-14=-1391/27,11-13=-10/291,2-19=-261/121,11-14=-540/23, 8-16=0/709,8-15=-708/27,9-15=0/678,7-17=-1017/33,6-17=0/624,6-18=-1197/66, 4-18=-652/118,4-19=-6/553 ck0 PROF -, 0.0 NOTES- SCO Gi�GINE* - V© 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; C7 1- MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 -5' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 9200P 3)Unbalanced snow loads have been considered for this design. •//�/ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18,19 except - to .e (jt=lb)13=210. OREGON �L 3 "9G/�,A 1 14,2S) 4 �� ��4 &-RRIO- EXPI RES: 12/31/2017 September-7,201 meta WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE*611-7473 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 i 250 Klug Circle Safety Informaffon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. i Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347855 16-DD6731 H16 Roof Special 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:08 2016 Page 1 p ID:aw9SQ115uOOHyMvBe?dJVHynEXg-bNpK2hY81FIPwyaYlLrleX4UogDPMxt?VWBtntyg?eL G-8-12 I 5-5-10 f 5 5--14 112-9-71 I 5-115 3 1 3-3-12 2-0-8-7-12 I 33-7-156-0-3 I 35-6-13 5x8 M18SHS = Scale=1:87.7 8.00 12 9 3x4 i 3.00 112 5x5 % 22 8 23 5x10 7 10 4.00 12 l';\444.% , 4x6 3x4 21 0 2x3 II 6 ._a t I ..`'''It. It i� 5 V`- I4 m 2x3 II 3x4 \\0/1///////////////////////////////////////// 16 15 14 12 3x6 % q `, 5x6 = 3x4 = 13 3x4 II 3x4 I I ,o 17 8x8= h e/ � 3x4-::',-- N4 d 20 19 18 6.00 2 3x6 H 5x8 = 3x4= 1-8-12 24-9-4 36-2-12 1-6 I 12-5-8 12-A-4 18-5-8 21-5-8 24-2-12 33-7-15 36-0-0 39-2-12 16-0 10-8-12 0-2�-l2 5-9-4 3-0-0 2-9-4 0�-B 8-10-11 24-1 3-0-0 0-2-12 0-2-12 Plate Offsets(X.V)-- [4:0-2-0,0-1-4],[8:0-1-8,0-1-8].[10:0-5-8.0-3-4].[11:Edge,0-1-4].[15:0-5-8,0-2-4],[18:0-6-0.0-2-8].[20:0-2-3,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.22 18-19 >577 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(TL) -0.50 18-19 >261 240 M18SHS 185/148 TCDL 10.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.08 13 n/a n/a CLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:190 lb FT=0% _,B CDL 8.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-20:2x6 DF No.2,11-12:2x4 DF No.2 WEBS 1 Row at midpt 6-18 REACTIONS. (lb/size) 18=2110/0-5-8,19=145/0-5-8,13=1086/0-5-8 Max Horz 19=172(LC 7) Max Uplift 18=-147(LC 10),19=-70(LC 6),13=-26(LC 11) Max Gray 18=2115(LC 14),19=207(LC 29),13=1233(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-310/0,2-4=-283/0,4-5=-173/1159,5-6=-139/1143,6-7=-270/42,7-8=-1158/46, 8-9=-1026/77,9-10=-1310/99,10-11=-79/567 BOT CHORD 19-20=0/261,18-19=-517/0,17-18=-484/20,16-17=-72/896,15-16=-25/803, 14-15=0/635,13-14=0/906,12-13=-65/325 WEBS 2-19=-260/120,5-18=-267/64,7-17=-1176/95,6-17=-10/725,8-15=-656/119, 9-15=-24/670,9-14=-72/400,6-18=-1356/121,4-18=-683/138,4-19=-47/703, 8-16=-71/520,10-13=-1593/12,11-13=-832/150 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.11;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �© P F{QF 2],TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 ,`�Q‘ �u+s 3)Unbalanced snow loads have been considered for this design. G[N /O 4)All plates are MT20 plates unless otherwise indicated. �N� �i� ��� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. W y 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)19,13 except 89200P E t` Qt=lb)18=147. * /f - yG ,OREGON X4,_cc- 4 '4 qy 14,20 �,4 �EA'RtO- EXPIRES: 12/31/2017 September 7,201 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/09/2015 BEFORE USE. Design void 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 Crlferia,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 Tigard Apts.-CC K2347856 16-DD6731 H17 Roof Special Girder 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:09 2016 Page 1 ID:aw9SQ115u0OHyMvBe?dJVHynEXg-3ZNIF1Ym3ZtGX69kJ2MXBIce4EYQ5OW8kAWRJJyg?eK - 11-8-121 5 5-5-10 5-5-14 I 12-9 -71 ' 5-11-13 I 3-3-12 24-9-4 1 27-7-12 2 10-8 1 36 -0-35 I 36-2-12 2-6 -13 I - 5x8 M18SHS = Scale=1:84.9 - 8.00 12 - 9 3x4 ,i 5 3.00 112 823 5x5 % 5x6 - 10 4x5 4.00 12 7 11 cu 4x4 % 22 %44.4 o02x3 II 6a41Ir -1......ri. � ic�n 5 21 o N 3x4 3x4 \\ ,` 1 15 14 13 •12 °i 3x6 4 `! 5x6 = r 3x9 = 3x4 o 12x12 = N 16 o mm,, 1�_�II •\... ,3x6 \\ 6.00 12 20 19 18 17 3x6 H3x4 = 5x8 M18SHS= 2x3 I I - 1-8-12 2-5-8 'l� I� 142 1 1-6-0 257 18-3-5 0-2112 4-9-10 0-41-10 3-0-0 1 22-9-42 O.9A 2-108 36-0-35 12-6-132 0-2-12 Plate Offsets(X,Y)-- [4:0-1-12.0-1-0],[6:0-2-0,0-1-12],[8:0-1-8.0-1-8],[10:0-2-0,0-3-0],[13:0-2-0.0-1-8],[14:0-9-8,0-2-4].[16:0-3-0,0-1-4].[17:0-5-8,0-2-4].[20:0-2-3,0-2-8] - 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 0.74 Vert(LL) -0.12 13-14 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.30 13-14 >949 240 M18SHS 185/148 TCDL 10.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.11 12 n/a n/a BCLL 0.0 BCDL 8,0 Code IBC2012/TP12007 Matrix-R Weight:180 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-20:2x6 DF No.2 WEBS 1 Row at midpt 7-16,6-17 REACTIONS. (lb/size) 17=3366/0-5-8,12=849/0-5-8,19=68/0-5-8 Max Horz 19=197(LC 7) Max Uplift 17=-206(LC 10),12=-20(LC 11),19=-109(LC 30) Max Gray 17=3366(LC 1),12=1001(LC 15),19=149(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-112/422,4-5=-192/1942,5-6=-158/1919,6-7=-406/108,7-8=-1450/65, 8-9=-1259/95,9-10=-1673/108,10-11=-1167/12,11-12=-992/0 BOT CHORD 17-18=-987/0,16-17=-685/8,15-16=-108/1225,14-15=-35/1025,13-14=0/766 WEBS 7-16=-1385/97,6-16=-44/1496,5-17=-277/63,9-14=-43/830,9-13=-67/639, 8-14=-889/125,6-17=-2530/169,4-17=-990/133,10-13=-1118/139,11-13=-13/1374, 4-18=-0/834,8-15=-78/796,2-18=-372/162 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 ��c\c PR Open . 3)Unbalanced snow loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. �C �NG,I N>c&.-R ,/ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CD �i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12 except(jt=lb) "� $ 20� 'A�,,. 17=206,19=109. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)324 lb down and 17 lb up at _..411101°4-2-3,and 973 lb down and 51 lb up at 17-5-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. — _/ iall ' 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0G OREGONbi �L/¢ j LOAD CASE(S) Standard /© -4y 14 2-(3\ 4 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 4:1Q` Uniform Loads(plf) .R R ILA- Vert:1-7=-70,7-9=-70,9-10=-70,10-11=-70,17-20=-16,15-17=-16,14-15=-16,12-14=-16 Concentrated Loads(Ib) Vert:16=-900(F)18=-300(F) EXPIRES: 12/31/2017 September-7,201 M A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES 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/IP11 Quality Criteria,051-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347857 16-DD6731 H18 Roof Special 2 1 Job Reference(optional) _ PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:10 2016 Page 1 ID:aw9SQ115uOO HyMvBe?dJ VHyn EXg-XIx4TNZOgt?79Gkwtmtmjy9m7ew7gp?Hygg_rlyg?eJ 3-10-14 7-2-10 10-1-2 16-1-5 21-8-2 3-10-14 3-3-12 2-10-8 6-0-3 5-6-13 4x6 = Scale=1:55.9 4 8.00 12 all 3x4 �i _ ( 3 15 4.00 12 14 16 3.00112 4x4 % 13 5 4x9 �� 2 0 0 3x40 4•11"" 17 4x5= m u, 1 6 m %11114111141311.1 111 „mono Pii I. 9 r N „4".... c 4 y I4 ar?i 11 Y o 9 8 7 8x85= 3x4 = 3x4 II 2x3 II c r, M o .% 0 6.00 V - 12 3x4 3-10-14 6-8-2 712-1I0 16-1-5 18-5-611-2 21-8-2 3-10-14 2-9-4 0-6-8 8-10-11 2-4-1 0-2-12 3-0-0 Plate Offsets(X,Y)-- [3:0-1-8.0-1-8],[4:0-2-12.0-1-8],[5:0-3-12.0-2-12j,[6:Edge.0-1-4],[10:0-5-8.0-2-4] TCLL LOADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.11 9-10 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.50 Vert(TL) -0.26 9-10 >851 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.07 8 n/a n/a BCDL 8,0 Code IBC2012/TP12007 Matrix-R Weight:115 lb FT=0% -LUMBER- BRACING- _TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=758/Mechanical,8=1081/0-5-8 Max Horz 12=-137(LC 8) Max Uplift 12=-18(LC 10),8=-29(LC 11) Max Gray 12=759(LC 14),8=1081(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1126/52,3-4=-1045/90,4-5=-931/101,5-6=-79/503 BOT CHORD 11-12=-85/834,10-11=-28/807,9-10=0/565,8-9=0/675,7-8=-64/279 WEBS 2-12=-1151/72,3-10=-670/123,4-10=43/665,3-11=-66/480,5-8=-1351/16, 6-8=-728/150 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. Ea PROF 6,)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,8. ,`(L(� F0s 6�5 NGtN -FR /O w `r 89200PE pr -__:-,14. P,,(2,:. ,�©REGON �4/./ 1O Dy 14,2.°�':?3'' EXPIRES: EXPIRES: 12/31/2017 September 7,201 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 T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mite 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 Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347858 16-DD6731 H19 Roof Special Girder 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:11 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-?yVSgjalaA7 nQJ7RTO?GAi_t1E1ZIORBUPXNCyg?el 4-6-10 10-0-8 112-9-15 I 18-9-12 1 22-1-8 I 25-0-0 I 31-0-3 I 33-7-0 I . 4-6-10 5-5-14 2-9-7 5-11-13 3-3-12 2-10-8 6-0-3 2-6-13 _ 4x8 M18SHS= Scale=1:80.1 - 8.00 12 7 3x4 ca 3.00 L12 620 3x4= _ 4x5 5x6 8 5 9 4.00 12 �.�ii 2x3 I I 4X 19 .`ila �^ Y0 3 18 .. = I;.:,, ko 13 d 3x4 \\ 12 11 10 ' or 2 5x5= 3x9 = 2x3 H r 3x5 y 12x12 = `4 M ..`..i/ 13x6 \\ •, 6.00 12 17 16 15 2x4 I I 5x8 M18SHS= - 3x4 = I1-6-71 9-9-12 10/9-8 14-10-2 15-9-1i2 18-9-12 I 21-7-022118 25-0-0 I 31-0-3 I 33-7-0 1 _ 1-6-7 8-3-5 0--12 4-9-10 0- 1-1'b 3-0-0 2-9-4 0-6-8 2-10-8 6-0-3 2-6-13 Plate Offsets(X.Y)-- [1:0-2-0.0-1-8].[2:0-1-12,0-1-0],[6:0-1-8,0-1-8].[8:0-2-4,0-3-0].[9:0-2-0,0-1-4],[11:0-2-0.0-1-81.[12:0-9-8,0-2-4],[14:0-3-0.0-1-4].[15:0-5-8,0-2-4] 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 0.72 Vert(LL) -0.12 11-12 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.30 11-12 >948 240 M18SHS 185/148 TCDL 10.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.11 10 n/a n/a BCLL 0.0Code IBC2012/TPI2007 Matrix-R Weight:173 lb FT=0% BCDL 8.0 - LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-17:2x6 DF No.2 WEBS 1 Row at midpt 5-14,4-15 REACTIONS. (lb/size) 17=-182/0-5-8,15=3388/0-5-8,10=850/0-5-8 Max Horz 17=195(LC 7) Max Uplift 17=-275(LC 30),15=-212(LC 10),10=-19(LC 11) Max Gray 17=56(LC 10),15=3388(LC 1),10=983(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-195/1941,3-4=-160/1914,4-5=-416/112,5-6=-1451/63,6-7=-1238/93, 7-8=-1638/107,8-9=-1144/11,9-10=-975/0 BOT CHORD 15-16=-929/0,14-15=-684/12,13-14=-104/1227,12-13=-34/1025,11-12=0/750 WEBS 5-14=-1386/97,4-14=-43/1496,3-15=-290/67,7-12=-41/815,7-11=-67/627, 6-12=-870/123,4-15=-2525/167,2-15=-1024/136,8-11=-1093/138,9-11=-13/1345, 2-16=-32/981,6-13=-76/797,1-16=-268/153 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25f1;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 likc 0 PR OF.. �� 3)Unbalanced snow loads have been considered for this design. �N(j{N��� t 4)All plates are MT20 plates unless otherwise indicated. �5 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. fie? *-,9 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=1b) $g2��P E ,. 17=275,15=212. _ 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)312 lb down and 17 lb up at 4-2-3,and 937 lb down and 51 lb up at 17-5-14 on bottom chord. The design/selection of such connection device(s)is the j responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /r OREGON tx Ott` LOAD CASE(S) Standard pG<0 x'11' 14,(2-°\ -{ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15Cbl Uniform Loads(plf) 11174 R«-l' Vert:1-5=-70,5-7=-70,7-8=-70,8-9=-70,15-17=-16,13-15=-16,12-13=-16,10-12=-16 Concentrated Loads(Ib) Vert:14=-900(F)16=-300(F) EXPIRES: 12/31/2017 September7,201 • 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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1MMTek 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 Gime 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 Tigard Apts.-CC K2347859 16-DD6731 H2O Roof Special 1 1 Job Reference(optional) _ PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:12 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-T83ru3bfLUFrOauJ_BvEoNE59Rci llraQ895weyg?eH 1 3-1-10 8-7-9 I 11-5 -0 17-4-13 20-8-9 1 23-7-1 29 -7-4 35-2-1 I 3-1-10 5-5-14 2-9-7 5-11-13 3-3-12 2-10-8 6-0-3 5-6-13 5x8 M18SHS= Scale=1:74.9 8.00 12 7 3x4 i 6 20 5x10 3.00 12 5x5 19 21 8 4.00 12 5 4x6 = 4� 22 3x4 18 +c. y -�` io Y 0 2x3 II 4 :�e��U _ to 17, 3 14 o '' 3x4 13 12 11 10 3x4 2 5x6 = 3x4 = 3x4 3x4 o 1 8x8 = 9 w I�i\\\ 15 'a \�I 3x4 6.00 12 - 17 16 3x5 = 5x8= I 8-4-137}832-2`-1 8-4-13 0-2-t2 15 9-43 13-0-03 22-9-4 2s-6T 6-10-1 2:4-104i2 33-0-0 Plate Offsets(X,V)-- [6:0-1-8,0-1-8].[8:0-5-8.0-3-4).j9:Edae,0-1-4],(13:0-5-8,0-2-41,116:0-6-0.0-2-8].[17:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.11 12-13 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(TL) -0.27 12-13 >999 240 M18SHS 185/148 TCDL 10.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.08 11 n/a n/a -BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:177 lb FT=0% _BCDL 8.0 -LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-10:2x4 DF Std 6-0-0 oc bracing:16-17,15-16. WEBS 1 Row at midpt 4-16 REACTIONS. (lb/size) 16=2186/0-5-8,17=-262/Mechanical,11=1076/0-5-8 Max Horz 17=169(LC 7) Max Uplift 16=-156(LC 10),17=-323(LC 30),11=-28(LC 11) Max Gray 16=2191(LC 14),17=69(LC 10),11=1179(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-163/1223,3-4=-127/1199,5-6=-1119/50,6-7=-994/80,7-8=-1213/100, 8-9=-79/556 BOT CHORD 16-17=-431/0,15-16=-541/13,14-15=-76/846,13-14=-30/772,12-13=0/597, 11-12=0/844,10-11=-65/315 WEBS 5-15=-1177/98,3-16=-291/66,4-15=-4/738,6-13=-608/127,7-13=-27/629, 7-12=-71/364,4-16=-1359/112,2-17=-37/643,2-16=-794/139,6-14=-80/473, 8-11=-1515/14,9-11=-813/150 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.11;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2,)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 '((' � PR���0 � 3 )Unbalanced snow loads have been considered for this design. CO NG(NE'E /p 4)All plates are MT20 plates unless otherwise indicated. S V ., ' 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,S/ 89200PE 17_,...6for truss to truss conn17_,...)Refer to girder(s) ions. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except(jt=lb) dilip",---- 16=156,17-323. y OREGON �Q., is -1r 14 V �4 MFR R i VA- EXPIRES: 12/31/2017 September 7,201 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/01/2015 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347860 16-DD6731 H21 Roof Special 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:13 2016 Page 1 ID:aw9SQ115u0OHyMvBe?dJVHynEXg-xKdD5PbH6oNiOkTVYuRTLbnG6ryplCAkfoueS4yg?eG 11-101 6-7-9 9-5-0 1 15-4-13. 18-8-9 1 21-7-1127-7-4 33-2-1 - -1-10 5-5-14 2-9-7 5-11-13 3-3-12 2-10-8 6-0-3 5-6-13 5x6 = Scale=1:70.2 - 8.00 12 6 - i 3x4 -i 5 19 4x10 3.00 112 4x5% 20 18 7 4.00 12 4 Q\ 21 4x6= i 8 x4% 17 n - 11111111111101..- o 2x3 II 3 SS ��^ 4 IY? 2 13 �_� o 12 11 10 9 0 4x5 = 5x5= 3x4 = 2x3 I I gx8 = 3x4 11 0 n 1 m 14 n r 3x4 N �r 6.00 12 163x5 II 15 _ 5x8= 30-2-1 I 6-4-13 6-t9 12-4-13 151-13 I 18-2-1 1q-5-p 27-7-4 292-4111-50 33-2-1 8-4-13 0--l2 5-91 3-0-0 2-91 0-6-A 8-10-11 -2-12 3-0-0 Plate Offsets(X.Y)-- [1:Edge,0-1-8].[4:0-2-4.0-2-0].[5:0-1-8,0-1-8],[7:0-4-12.0-2-12],[8:Edge,0-1-4].[12:0-5-8,0-2-41[15:0-6-0.0-2-8],[16:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.11 11-12 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(TL) -0.28 11-12 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.09 10 n/a n/a BCDL 8,0BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:169 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1-16:2x4 DF No.2,8-9:2x4 DF Std 6-0-0 oc bracing:14-15. WEBS 1 Row at midpt 3-15,1-15 REACTIONS. (lb/size) 16=-458/Mechanical,15=2186/0-5-8,10=1099/0-5-8 Max Horz 16=167(LC 7) Max Uplift 16=-471(LC 30),15=-147(LC 10),10=-29(LC 11) Max Gray 16=76(LC 10),15=2192(LC 14),10=1172(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-131/1098,2-3=-87/1053,3-4=-350/62,4-5=-1209/72,5-6=-1069/97, 6-7=-1185/102,7-8=-79/549,1-16=-47/517 BOT CHORD 14-15=-431/6,13-14=-106/968,12-13=-47/834,11-12=0/607,10-11=0/832, 9-10=-65/311 WEBS 4-14=-1169/98,2-15=-355/85,3-14=-1/741,5-12=-681/148,6-12=-44/700, 6-11=-70/331,3-15=-1323/97,1-15=-1145/152,5-13=-105/557,7-10=-1502/16, 8-10=-802/150 NOTES- - 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �� PROF 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 � ��'� 3)Unbalanced snow loads have been considered for this design. ,mac..,- .C°0�GI NE$� /, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CO 4. 5)Refer to girder(s)for truss to truss connections. w -v 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) ,-.C* 89200 P E f 16=471,15=147. • ' Ai111°Fe. :. 7G 4->OREGON�N A /O qk 14,20 �*-'\' 'E R R 11-k- EXPIRES: 12/31/2017 September 7,201 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mi Tek®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 T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi Iek' 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,Alexandna,VA 22314. Corona,CA 92880 I Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347861 16-DD6731 H22 Roof Special 1 1 Job Reference(optional) _ PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 Mitek Industries,Inc. Wed Sep 07 13:48:14 2016 Page 1 I D:aw9SQ 115uOOHyMvBe?dJ VHynEXg-QXAb I Icvt5VYet2i6cyiuoKRkF l2mfVttSeC_Xyg?e F - 4-7-9 2-97 5-11-13 { 3-3-12 I 2-10-8 6-0-3 l 5-6-13 5x6= Scale=1:73.2 8.00 12 6 3x4 19 4x10 ��3.00 112 4x5 -%"( 20 4.00 12 4 7 4� 21 4x6 = 8,2 3x4 % 17 0� 2x3 II 3 ' 4111111 ii1t ,11144141 .1 2 4 II = 13 �_ o ,n 3x4 = - 12 11 10 9 n 1 8 8x5= 3x4 = 3x4 2x3 0 N 14 rn I 3x4 .� . r 6.00 12 16 15 3x5 I I 5x8 M18SHS= rr 1 28-2-1 4-4-13 0 12 15 9-4 13 0-03 12-9-4 0�-0$9 8-10-11 22-4-150-�-t2 3-0-01 Plate Offsets(X,Y)-- [1:0-1-8,0-0-12],[4:0-2-4,0-2-0],[5:0-1-8,0-1-8].17:0-4-12.0-2-12],[8:Edge,0-1-0].[12:0-5-8.0-2-4],[15:0-6-0,0-2-8].[16:0-3-0,0-1-8j LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TOLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.11 11-12 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(TL) -0.28 11-12 >999 240 M18SHS 185/148 "BCLL 0.0 Rep Stress InaYES WB 0.72 Horz(TL) 0.09 10 n/a n/a BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:162 lb FT=0% -LUMBER- BRACING- _TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:14-15. WEBS 1 Row at midpt 3-15 REACTIONS. (lb/size) 16=-868/Mechanical,15=2422/0-5-8,10=1102/0-5-8 Max Horz 16=166(LC 7) Max Uplift 16=-874(LC 14),15=-175(LC 10),10=-29(LC 11) Max Gray 16=113(LC 10),15=2430(LC 14),10=1150(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-127/1091,2-3=-97/1077,3-4=-362/56,4-5=-1217/71,5-6=-1077/96, 6-7=-1140/101,7-8=-80/543,1-16=-97/898 BOT CHORD 14-15=-410/7,13-14=-103/978,12-13=-46/839,11-12=0/595,10-11=0/805, 9-10=-64/305 WEBS 4-14=-1161/97,2-15=-256/59,3-14=0/739,5-12=-688/148,6-12=-43/708, 1-15=-1231/153,6-11=-70/307,3-15=-1378/108,5-13=-104/562,7-10=-1471/16, 8-10=-791/150 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2.)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 'S.(('‘1/41- (: "-a �F�s� 3)Unbalanced snow loads have been considered for this design. []�1 4)All plates are MT20 plates unless otherwise indicated. 15. . �NC' E fiR /p2 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -44 6)Refer to girder(s)for truss to truss connections. Z 9200P "Y"--- r 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) 16=874,15=175. g ill ? 4!OREGON ��C tx /Q y 14 2.°N it?' �`�- . 'yRRtLI- EXPIRES: 12/31/2017 September 7,201 '®WARNING-Ver/ly 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 Me 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/TP11 Quay Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347862 16-DD6731 H23 Roof Special 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:15 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-u9kzW4dXePdPFlcugJTxQ0scKfg V3N066NIWzyg?eE 2-7-99 2-9-7 5 -11-13 182-4 8--18-9--8 I 8-9-8 6x6‘,.> Scale=1:74.5 - 8.00 12 5 - 4x6 % 4.00 17 18 12 4 1,t ro 3x4 3x4 ` 6 c, 2x3 I I 3 �� 3x4 % 2 1g 1 3x6 �� 5x5 = _, 7 3x4 ds N '� 2 14 12 3x4 i 3x4 9 _ I� .vim 6.00 2 o 3x6 16 15 11 10 3x5 I 15x8 M18SHS= 5x8 = 2x3 I I - 34-8-1 22:44133:T192 8-4-13 I 11-4-13 14-2-1 20-6-2 I 25-8-9 26,0-1 32-6-1 32113 5-9-4 3-0-0 2-9-4 6-4-1 5-2-7 0--8 6-6-0 0--2 1-9-4 Plate Offsets(X,Y)-- [1:0-1-8.0-1-81[4:0-2-12.0-2-41[5:0-3-7,0-3-01[6:0-1-12,0-1-81[8:0-1-12,0-1-81.[11:0-6-0,0-2-81[15:0-6-0,0-2-81 116:0-3-0.0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.07 13 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.27 Vert(TL) -0.14 12-13 >999 240 M18SHS 185/148 TCDL 10.0 Rep Stress lncr YES WB 0.93 Horz(TL) 0.14 10 n/a n/a - BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:182 lb FT=0% BCDL 8.0 - LUMBER- BRACING- - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, _ BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEDGE 10-0-0 oc bracing:13-14,12-13. Right:2x4 HF Std WEBS 1 Row at midpt 5-12,6-11 REACTIONS. All bearings 0-5-8 except(jt=length)16=Mechanical,11=0-7-0. (Ib)- Max Horz 16=193(LC 7) Max Uplift All uplift 100 lb or less at joint(s)15,11 except 16=-1082(LC 14),10=-296(LC 14) Max Gray All reactions 250 lb or less at joint(s)16,10 except 15=2263(LC 14),11=1880(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-16/653,2-3=0/657,3-4=-508/56,4-5=-1050/34,5-6=-332/136,6-8=-30/800, • 1-16=-57/1063 BOT CHORD 13-14=-104/1048,12-13=-5/376,11-12=-729/56 WEBS 8-10=-25/375,8-11=-638/32,5-12=-824/49,6-12=0/775,4-14=-928/29,6-11=-1355/35, 3-14=0/592,1-15=-1086/81,3-15=-1211/59,5-13=-27/925 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 ����0 P R()Fe 3)Unbalanced snow loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. Co��C..1 ,,N•- C...1 � [N F,g `c-' 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,11 except :9200P (jt=lb)16=1082,10=296. I/ 8)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward _____ movement at the bearings.Building designer must provide for uplift reactions indicated. ' # - S1— OREGON\I 4` ✓Q ''1y 14,2-° P—�— RR10- �' EXPIRES: 12/3117017 September'7,201 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev-10/0312015 BEFORE USE. _ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 Tigard Apts.-CC K2347863 16-DD6731 H24 Roof Special 1 1 Job Reference(optional) _ PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:16 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEX9-MvI LjQe9PjIGtBB4D1_AzDPme2zKEWoALm713Pyg?eD 3-2-15 4-9-2 9-2-12 15-5-0 24-0-0 - 3-2-15 1-6-3 4-5-10 6-2-4 8-7-0 6x8 M18SHS I I Scale=1:73.6 8.00 12 13 4 12 4.00 12 4x5 % 14 3 5x5= 3x4 ° 5 _ 2x3 II 2 �re 1 11 ** 8 rz n' �j M 5x6 I I N -I. fb2 9 7 3x4! 3x4 6.00 12 6 10 3x4 H 9-2-12 12-0-0 18 4-1 24-0-0 3x4 % 6-2-12 6-2-12 3-0-0 2-9-4 6-4-1 5-7-15 Plate Offsets(X,Y)-- [3:0-2-4,0-2-0].[5:Edge,0-1-12] LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.11 8 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(TL) -0.24 7-8 >999 240 M18SHS 185/148 BCLL 0.0 Rep Stress lncr YES WB 0.92 Horz(TL) 0.29 6 n/a n/a BCDL g,p Code IBC2012/TP12007 Matrix-R Weight:134 lb FT=0% LUMBER- BRACING- -TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 4-7,5-6,2-10 5-6:2x4 DF No.2 REACTIONS. (lb/size) 10=1019/0-5-8,6=1019/0-5-8 Max Horz 10=250(LC 7) Max Uplift 10=-32(LC 10),6=-14(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1395/60,3-4=-2141/79,4-5=-868/66,5-6=-998/46 BOT CHORD 9-10=-262/813,8-9=-265/2146,7-8=-92/896 WEBS 4-7=-620/104,5-7=-22/618,3-8=-295/121,3-9=-1169/47,2-9=0/733,2-10=-1436/74, 4-8=-158/1804 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 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. G)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify <���� P R Opens capacity of bearing surface. G,I NE' 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,6. c~ �N FR �2 89200PE fir- diglP - --. .. yG OREGON tx �44/<L /4 ll k 14 2-° `,-'�" �E'R R U LA- ' - EXPIRES: 12/31/2017 .. September 7,201 -- -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 MiTekiS 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 MWTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI(TP11 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona.CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347864 16-DD6731 H25 Roof Special 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:17 2016 Page 1 _ I D:aw9SQ 115uOOHyMvBe?dJ V HynEXg-g6skxmfnA0t7V Lm Gn kVPV RyyiS I Lz0zJZQssbryg?eC 7-4-13 13-7-1 21-10-9 22 -1 7-4-13 6-2-4 8-3-8 0-3-8 - 5x6 Q Scale=1:69.0 - 8.00 12 3 - 10 11 4.00 12 12 - 5x6% 2 p 5x6 II ro 4x8 M18SHS I I d 1 4 := I \ M N N th rrP N 8 3x4 -='' 6 5 93x5 = - 3x4 = 3x4 = 3x4 I I 7-4-131 10-2-13 16-11-5 17-2-1 22-2-1 7-4-13 2-10-0 6-8-8 0-2-12 5-0-0 - Plate Offsets(X,Y)-- [2:0-3-0,0-2-12],[3:0-3-8,0-3-0],[4:Edge.0-3-8],[9:0-2-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.20 8-9 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.53 Vert(TL) -0.42 8-9 >476 240 M18SHS 220/195 TCDL 10.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.01 7 n/a n/a BCLL 0.0 BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:137 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, _ BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-9,4-5:2x4 DF No.2 WEBS 1 Row at midpt 3-7,2-9 REACTIONS. (lb/size) 7=1226/0-5-8,9=656/Mechanical Max Horz 9=245(LC 7) j Max Uplift 7=-20(LC 11),9=-36(LC 6) Max Gray 7=1226(LC 1),9=695(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-461/90,3-4=-55/410,1-9=-359/57 BOT CHORD 8-9=-117/397 WEBS 3-7=-946/38,3-8=-35/483,2-8=-347/133,2-9=-469/36,4-7=-361/78 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 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. Qk.0 P R Oren 6)Refer to girder(s)for truss to truss connections. • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,9. �\C j' NGI NE'•- -"27 P 89200PE 1!' ,moi; OREGON �4a' 'O -44` 14,2P\ P4 FiRio- EXPIRES: 12/31/7017 September 7,201 • • ®WARNING-Verb,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 Mi Fie 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/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347865 16-DD6731 H26 Roof Special 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:17 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-g6skxmfnA0t7VLmGnkVPVRyzfS Lzz1_JZQssbryg?eC 5-4-13 11-7-1 20-2-1 5-4-13 6-2-4 8-7-0 5x6�� Scale=1:69.0 8.00 12 3 11 4.00 12 10 12 5x5 % 2 3x41 1: 5x6 I 4 .1110IP il N !7 N N 8 3x4 =� 6 7 3x4 = 5 3x4 = 3x4 = 3x4 I I 5-4-13 8-2-131 14-11-5 1512-1 20-2-1 5-4-13 2-10-0 6-8-8 0-2-12 5-0-0 Plate Offsets(X,Y)-- [2:0-2-12,0-2-8].[3:0-3-8,0-3-01[4:Edge.0-3-8],[9:0-1-12,0-1-8] 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 0.89 Vert(LL) -0.09 8-9 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.36 Vert(TL) -0.19 8-9 >924 240 BCLL 0.0 Rep Stress lncr YES WB 0.67 Horz(TL) 0.01 7 n/a n/a BCDL g,0 Code IBC2012/TP12007 Matrix-R Weight:129 lb FT=0% -LUMBER- BRACING- -TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-5:2x4 DF No.2 WEBS 1 Row at midpt 3-7,2-9 REACTIONS. (lb/size) 7=1148/0-5-8,9=561/Mechanical Max Horz 9=243(LC 7) Max Uplift 7=-22(LC 11),9=-38(LC 6) Max Gray 7=1148(LC 1),9=597(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-375/81,3-4=-56/394 BOT CHORD 8-9=-130/284 WEBS 3-7=-863/55,3-8=-55/333,2-9=-450/46,4-7=-347/79 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 21 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 64 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,9. ,\�(kEd PRO��s � et �Gt NE. -#9 1 Vp144 2. `� 017 :92000 c' lier Fy OREGON tx �1c, '''p gY142 ' t4 111 R I LA- EXPIRES: 12/31/2017 - September 7,201 WARNING-Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M167473 rev.10/03/2015 BEFORE USE. ,• Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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,Alexandna,VA 22314. Corona CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347866 16-DD6731 H27 Roof Special 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:18 2016 Page 1 I D:aw9SQ 115uOO HyMvBe?dJVHyn EXg-I IQ686fQxK0_6V LTLR0e2eU 86sj8iVCTo4cP71yg 7eB 3-4-13 9-7-1I 18-2-1 3-4-13 6-2-4 8-7-0 - 5x6 Scale=1:69.0 - 8.00 12 3 _ 10 11 4.00 12 4x6 % 9 2x3 I I 2 5x6 I I i 1 4 fl h rn 4f N 7 3x4=6 5 83x4 = 3x4= 3x4 I I 3-4-13 6-2-13 12-11-5 13TT2-1 18-2-1 3-4-13 2-10-0 6-8-8 0- -12 5-0-0 Plate Offsets(X,Y)-- [2:0-3-4.0-2-0].[3:0-3-8.0-3-0],[4:Edge,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.03 7-8 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.24 Vert(TL) -0.06 6-7 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.61 Horz(TL) -0.00 6 n/a n/a BCLL 0.0Code IBC2012/TPI2007 Matrix-R Weight:123 lb FT=0% BCDL 8.0 .- LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, _ BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-5:2x4 DF No.2 WEBS 1 Row at midpt 3-6,2-8 REACTIONS. (lb/size) 6=1074/0-5-8,8=463/Mechanical Max Horz 8=241(LC 7) Max Uplift 6=-24(LC 11),8=-44(LC 6) Max Gray 6=1074(LC 1),8=505(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-298/73,3-4=-57/378 WEBS 3-6=-783/74,4-6=-336/79,2-8=-435/63 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. - 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,8. k.�'`0 0 P R O fiF �' ,Gl N pR% 89200PE c-` OREGON �� 4.4/id All)' 14 2a �-}.. EXPIRES: 12/31/2017 September 7,201 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/09/2015 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 inns systems,see ANSI/TPI1 Dually 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 Tigard Apts.-CC K2347867 16-DD6731 H28 Roof Special 1 1 PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 Job Reference(optional) 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:19 2016 Page 1 ID:aw9SQ115u0OHyMvBe?dJVHynEXg-mU UMSg2ie8rkfwfv9Ytbs1KOG3mRygclkLzfkyg?eA I1-4-13I 7-7-1 l 16-2-1 Y4-13 6-2-4 8-7-0 6x7/"/ Scale=1:68.7 8.00 12 3 :4x524A ° 1 5x6 II 110004 0 h n°9? ) N Or n 5 Ilk l�1 N 7 3x4 -6 83x4 = 5= 6 5 3x4 I I 414-13 4-2-13 10-11-5 112-1 16-2-1 4-13 2-10-0 6-8-8 0-2-12 5-0-0 Plate Offsets(X,Y)-- [2:0-2-4,0-2-121 r3:0-3-0,Edge],[4:0-1-12,0-1-12] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.03 6-7 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(TL) -0.08 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) -0.00 6 n/a n/a BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:118 lb FT=0% -LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-5:2x4 DF No.2 WEBS 1 Row at midpt 3-6 REACTIONS. (lb/size) 6=1004/0-5-8,8=361/Mechanical Max Horz 8=-241(LC 6) Max Uplift 6=-39(LC 7),8=-55(LC 6) Max Gray 6=1004(LC 1),8=411(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-57/363 WEBS 3-6=-708/96,4-6=-328/80,2-8=498/113 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,8. ���E0 PR Q-fis • ��5 �NGINE��4 sj0 2 89200PE 9r" -74, , OREGON tx �4y,/ ,rO qy. 14,2a\ �4 41IR R I LA- e' .„ EXPIRES: 12/31/2017 September 7,201 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. liff 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 - Wel( 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 Cdferla,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 Tigard Apts.-CC K2347868 16-006731 H29 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:19 2016 Page 1 - ID:aw9SQ115uOOHyMvBe?dJVHynEXg-mU_UMSg2ie8rkiwfv9Ytbs1 UNG41R5Pc1 kLzfkyg?eA 4-4-8 -- 4-4-8 Scale=1:20.6 - 3 II 8.00 12 2x3 II 2 m - m m 411 101 I.j I.i...lea I.••mil mil 3x5 I I hilli 5 2x3 H 4 - I 1-9-4 2-0-2 4-4-8 1 1-9-4 0-2-1 2-4-8 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 0.17 Vert(LL) 0.00 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(TL) 0.00 4-5 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.04 3 n/a n/a BCLL 0.0 Code IBC20121TP12007 Matrix-R Weight:15 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std WEDGE Left:2x4 HF Std REACTIONS. (Ib/size) 3=40/Mechanical,4=-15/Mechanical,5=346/0-5-8 Max Harz 5=73(LC 8) Max Uplift 3=-39(LC 8),4=-18(LC 15) Max Gray 3=50(LC 13),4=17(LC 6),5=346(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4. - ,R`0) PR°piss A,ti ��GtNFF,9 /tv244 9 89200PE < . 49‹g'i-• • OREGON �W rx ���4,A1)- 14,24 RP4 EXPIRES: 12/31/2017 September 7,201 4 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 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 250 KI Circle fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component u9 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347869 16-DD6731 H-DT ROOF SPECIAL 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:20 2016 Page 1 ID:aw9SQ115uOOHyMvBe7dJVHynEXg-EgYsZohgTxGiMpVrSs3673aVBgMbAP4mG05WCAyg?e9 4-5-7 8-11-1 15-1-5 19-3-1 23-8-5 4-5-7 4-5-10 6-2-4 4-1-12 4-5-4 4x4= Scale=1:74.1 8.0012- 15 4 14 3x4 4.00 12 4x5 5 3 3x4 --= 2x4 II _ 3x4 I I 2 6 1r 0 N Illil V) it 12 16 11 10 7 17 - 5x5 = 3x4 = 3x8= 9 8 4x4 = 3x4 = 8-11-1 15-1-5 18-6-5 23-8-5 8-11-1 6-2-4 3-5-0 5-2-0 Plate Offsets(X,Y)-- [3:0-2-4,0-2-0].[7:0-2-0.0-2-8].[12:0-2-8.0-2-12] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.11 11-12 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(TL) -0.24 11-12 >901 240 BCLL 0.0 Rep Stress lncr YES WB 0.58 Horz(TL) 0.02 7 n/a n/a BCDL 8,0 Code IBC2012/TPI2007 Matrix-R Weight:152 lb FT=0% LUMBER- BRACING- -TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing:10-11. WEBS 1 Row at midpt 3-10,2-12,5-7 REACTIONS. (Ib/size) 12=987/0-1-12,7=940/5-5-8,9=85/0-3-8 Max Horz 12=246(LC 7) Max Uplift 12=-473(LC 25),7=-414(LC 26) Max Gray 12=1120(LC 24),7=990(LC 23),9=173(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-289/270,2-3=-932/393,3-4=-812/411,4-5=-623/115,5-6=-307/332 BOT CHORD 11-12=-199/576,10-11=-95/753,9-10=-254/478,7-9=-219/478 WEBS 2-11=-461/686,3-11=-426/462,3-10=487/167,4-10=-52/250,5-10=-303/451, 2-12=-1220/662,5-7=-998/507 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 54 Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. r,�(�``C O P O�Fs 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) „1C, ANG,[hjj;' ..� ''/© 12=473,7=414. 'V 7)This truss has been designed for a total seismic drag load of 1500 lb with dead loads only.Lumber DOL=(1.60)Plate grip <4✓ -,p' DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-0,18-2-13 to 19-2-13 for 750.1 plf. 89200 P E c' ,441P --- - V y9/ ,�OREGONtx �4, 14 gy142Q:\'Ca�,`� � 'RRILI- ` EXPIRES: 12/31/2017 September 7,201 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/09/2015 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 Illt 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-B9 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347870 16-DD6731 JH01 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:20 2016 Page 1 ID:aw9SQ115u0OHyMvBe?dJVHynEXg-EgYsZohgTxGiMpVrSs3673agcgSyAY9mG05WCAyg?e9 1-10-3 1-10-3 PROVIDE ANCHORAGE,DESIGNED BY OTHERS,AT BEARINGS TO RESIST MAX. Scale=1:12.2 UPLIFT AND MAX HORZ.REACTIONS 2 ' SPECIFIED BELOW. 8.00 12 ' L. 0 1 ,/, O0 454 = W 3 _ 1-10-3 1-10-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 1 n/r 180 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 1 n/r 90 TCDL 10.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0 Code IBC2012fTP12007 Matrix-R Weight:6 lb FT=0% BCDL 8.0 LUMBER- BRACING- _ TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. - REACTIONS. (lb/size) 2=143/Mechanical,3=15/0-4-3 Max Horz 2=95(LC 1),3=-95(LC 1) Max Uplift 2=-18(LC 8),3=-6(LC 4) Max Gray 2=143(LC 1),3=33(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. 6)NA ck..1) PR°Fes 8989200PE c' ORIN EGON X44,, 12...`b41}- 14,2©��# � *RRI0- EXPIRES: 12/31/2017 September 7,201 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wel(' 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 hisses and truss systems,see ANSI/TPI1 Quality Crlreria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347871 16-DD6731 JHO2 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:21 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-it6Em8il EFOZzy420aaLgH6q W3nsv?_vU2g3kdyg?e8 I 3-10-3 3-10-3 - Scale=1:18.9 3 1 8.0012 2x3 11 0 2 N ro1 IMA NI 111.111.11111....1 Mii 3x5 II ,/ 4 ktd - 5 2x3 11 1-6-0 178-1? 3-10-3 1-6-0 0-2-1 2-1-7 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 0.13 Vert(LL) 0.00 4-5 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.11 • Vert(TL) 0.00 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.02 3 n/a n/a BCDL g,p Code IBC2012/TP12007 Matrix-R Weight:14 lb FT=0% -LUMBER- BRACING- -TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std WEDGE Left:2x4 HF Std REACTIONS. (lb/size) 3=38/Mechanical,4=-12/Mechanical,5=300/0-5-8 Max Horz 5=65(LC 8) Max Uplift 3=-35(LC 8),4=-14(LC 15) Max Gray 3=46(LC 13),4=16(LC 6),5=300(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4. *<.(ycD PR°Peas ��`� ANG4NE'E„ /o 89200PE 74. ct OREGON �ttr <0A IT - 142Pv �, ��RRtLk- Q' EXPIRES: 12131/2017 September 7,201 N WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M167473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 MeV 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 QuaUty Cdteda,DSB-89 and BCSI Building Component 1 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347872 16-DD6731 JHO3 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:21 2016 Page 1 I D:aw9SQ 115uOOHyMvBe?dJVHyn EXg-it6Em8i I EFOZzy420aaLg H6pP3m W v?pvU2g3kdyg?e8 5-10-3 5-10-3 - Scale=1:26.7 - 3 8.00 t2 2x3 2 I 1 . MAild is a 1111 3x5 5 4 2x3 H - 1-6-0 1-8-12 5-10-3 I 1-6-0 0-2-12 4-1-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) 0.02 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.13 Vert(TL) -0.02 4-5 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.04 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:20 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-3 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std WEDGE Left:2x4 HF Std REACTIONS. (lb/size) 3=116/Mechanical,4=27/Mechanical,5=355/0-5-8 Max Horz 5=95(LC 8) Max Uplift 3=-55(LC 8),4=-2(LC 8) Max Gray 3=121(LC 13),4=60(LC 3),5=355(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-289/71 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4. � stip PRQFF0-e. Ns ���'tNFfig ore) 0- 411411P411°111idir eit . y AOREGON�� �Z., <O -9y 14,'1 P* 4/E-R R t t\--'C') EXPIRES: 12131/2017 September 7,201 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/83/2015 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 Wel(' 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/9911 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 Tigard Apts.-CC K2347873 16-DD6731 JHO4 Jack-Partial 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:22 2016 Page 1 ID:aw9SQ 115uOOHyMvBe?dJVHynEXg-B3fd_Uiw?ZWQb6fEaH5aCUfvnT3IeSp2jiadG3yg?e7 1-8-12 3-10-0 7-10-3 7-111-4 1-8-12 2-1-4 4-0-3 0-7-1 3 Scale=1:33.3 8.00 12 2x3 I I 2 r 1 c M � II. ajommammimmmommmimmimi d 3x5 I I iM 5 2x3 H 4 1-6-0 7-10-3 7-111-4 1-6-0 B-4-3 0-1-1 LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.55 Vert(LL) 0.07 4-5 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.29 Vert(TL) -0.13 4-5 >574 240 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.11 3 n/a n/a BCDL g,0 Code IBC2012/TP12007 Matrix-R Weight:26 lb FT=0% `LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. -BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std WEDGE Left:2x4 HF Std REACTIONS. (lb/size) 3=184/Mechanical,4=56/Mechanical,5=431/0-5-8 Max Horz 5=126(LC 8) Max Uplift 3=-75(LC 8) Max Gray 3=186(LC 13),4=100(LC 3),5=431(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-397/115 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. ��,Eo Pax � GssCoF /o� R w Q• 89200PE 1,-' 17 OREGON tx ,`44" i0 1y1 4,2 ' P} ' RR4t_\- �' EXPIRES: 12/31/2017 September 7,201 mi. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7173 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 MWTek" 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/Mil Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347874 16-DD6731 JHO5 Jack-Partial 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:22 2016 Page 1 - I D:aw9SQ 115u0OHyMvBe?dJVHyn EXg-B3fd_Uiw?ZW Qb6fEaH5aCUfu7T3FeSn2jiadG3yg?e7 1-8-12 7-11-4 9-10-3 1-8-12 6-2-8 1-10-15 Scale=1:40.9 4 rI Ia d7 8.00 12 0 N N T nL n.- co 2x3 I I 2 m 16d,ll 3x5 II Mr 6 5 2x3 II - 1-6-0 7-11-4 1-6-0 6-5-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 IC 0.59 Vert(LL) 0.08 5-6 >917 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(TL) -0.13 5-6 >563 240 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.13 4 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:29 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. _ WEBS 2x4 HF Std WEDGE Left:2x4 HF Std REACTIONS. All bearings Mechanical except Qt=length)6=0-5-8,3=0-1-8. (Ib)- Max Horz 6=156(LC 8) Max Uplift All uplift 100 lb or less at joint(s)4 except 3=-102(LC 8) Max Gray All reactions 250 lb or less at joint(s)4,5 except 6=438(LC 1),3=255(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-413/112 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(Jt=lb) 3=102. �lg..° P R 9 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. Co �NG1 N 4. Wo Cr 89200PE c"- . 0, F ,4cr* itiOREGON�� �C// <014. 14,'1° C,�` � RR10- �' EXPIRES: 12/31/2017 September7,201 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 SCSI Building Component i 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347875 16-DD6731 JH06 Jack-Partial 2 1 Job Reference(optional) _ PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:23 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-fFD?BpjymseHDGEQ8?cpliC3ttOsNvlCyMJAoVyg?e6 1-8-12 7-11-4 11-10-3 1-8-12 6-2-8 3-10-15 4 T Scale=1:48.6 _ o 8.00 12 3 N Oii d m ,� 2x3 II 2 141 3x5 H ►= 6 5 2x3 1-6-0 7-11-4 1-6-0 6-5-4 LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.59 Vert(LL) 0.09 5-6 >797 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.33 Vert(TL) -0.13 5-6 >563 240 BCLL 0.0 Rep Stress lncr YES WB 0.06 Horz(TL) -0.15 4 n/a n/a BCDL 8.0 Code IBC2012/TPI2007 Matrix-R Weight:32 lb FT=0% 'LUMBER- BRACING- -TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. .BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std WEDGE Left:2x4 HF Std REACTIONS. All bearings Mechanical except(jt=length)6=0-5-8,3=0-1-8. (Ib)- Max Horz 6=187(LC 8) Max Uplift All uplift 100 lb or less at joint(s)4,5 except 3=-130(LC 8) Max Gray All reactions 250 lb or less at joint(s)4,5 except 6=438(LC 1),3=325(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-413/103 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) 3=130. ED PROF 71 Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. (- 17 . w 2 89200PE r' •firAfar/......... . ,_ ..• OREGON tx X44 ''O qy 14 2.6\ 4 'ERRIL\- ' EXPIRES: 12/31/2017 September 7,201 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE/0167473 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 verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking 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 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347876 16-DD6731 JHO7 Jack-Partial 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 . 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:23 2016 Page 1 ID:aw9SQ115u0OHyMvBe?dJVHynEXg-fFD?BpjYmseHDGEQ8?cpliC2rtODNv1CyMJAoVyg?e6 11-8-12 I 7-11-4 I 13-10-3 - 1-8-12 6-2-8 5-10-15 - Scale=1:55.4 - 4 fj ;1,� 8.00 12 3 N O N W 6 C) 2x3 I I 2 1 Ai 2nii 3x5 II =- 6 5 2x3 I I - 1-6-0 7-11-4 1-6-0 6-5-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) 0.10 5-6 >705 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.37 Vert(TL) -0.13 5-6 >563 240 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.17 4 n/a n/a BCLL 0.0 Code IBC2012fTP12007 Matrix-R Weight:36 lb FT=0% BCDL 8.0 — LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1- WEBS 2x4 HF Std WEDGE Left:2x4 HF Std REACTIONS. All bearings Mechanical except(jt=length)6=0-5-8,3=0-1-8. (Ib)- Max Horz 6=218(LC 8) Max Uplift All uplift 100 lb or less at joint(s)4,5 except 3=-158(LC 8) Max Gray All reactions 250 lb or less at joint(s)4,5 except 6=438(LC 1),3=394(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-413/94 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. .,5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) 3=158. c0 PROF-4 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. �� GIN�fi��+f�2 89200PE 444 9c �G. OREGON�� �4., <0 A1411 14 2P �4 -l- Q) R R I l EXPIRES: 12/31/2017 September-7,201 ®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/TP11 Quality Criteria,DSB-89 and BCSI Building Component i 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347877 16-DD6731 JHO8 Jack-Partial 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:24 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-7SnNP9kAWAm8rQodhi721vkEcHjg6LH LA03jLxyg?e5 1-8-12 7-11-4 15-10-3 18-12 6-2-8 7-10-15 5 Scale=1:62.7 iN O 4 8.00 12 N 3 N ' • 2x3 2 24#4 3x5 H 6 2x3 I1-6-0 I 7-11-4 1-6-0 6-5-4 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 0.59 Vert(LL) 0.12 6-7 >632 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.41 Vert(TL) -0.13 6-7 >563 240 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.19 5 n/a n/a BCLL 0.0 BCDL B.0 Code IBC2012fTP12007 Matrix-R Weight:39 lb FT=0% -LUMBER- BRACING- "TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. -BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std WEDGE Left:2x4 HF Std REACTIONS. All bearings Mechanical except(jt=length)7=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz 7=248(LC 8) Max Uplift All uplift 100 lb or less at joint(s)5,6,4 except 3=-139(LC 8) Max Gray All reactions 250 lb or less at joint(s)5,6 except 7=438(LC 1),3=334(LC 14),4=273(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-277/177 WEBS 2-7=-413/84 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 31 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6,4 except (jt=lb)3=139. R OF�so 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. Co `tj N E*FR � ,N.7 =9200 pr` Ale' - FL 'L!OREGON� �t�tt� �O -9y 14,2.d ii;A` RRIO- EXPIRES: 12/3112017 September 7,201 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 MTTek 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347878 16-DD6731 K01 GABLE 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:24 2016 Page 1 I D:aw9SQ 115uOOHyMvBe?dJ V HynEXg-7Sn N P9kAWAm8rQodhi721vkFxHgt6 HXLA03j Lxyg?e5 1-8-12 7-2-15 12-5-4 17-0-12 21-5-8 1-8-12 5-6-3 5-2-5 4-7-8 4-4-12 - 7 11 lY Scal =1:41.0 - c, 4.00 12 6 _ MT1.5x3 on each face of both ends of un-plated members r' • 2x4 II 24rj 5 - Lb 9 d? N T ,� 3x4 \\ u, n r4 ..4011 3x4% 4 .'i 3 2x3 I ♦1 piii 1011 ..L,,,, , ,...: ., . . . . 0 10 9 3x4 = 8 3x6 II 3x5 = 1-6-0 1-9-12 12-5-4 I 21-5-8 I 1-6-0 0- -12 10-8-8 9-0-4 - Plate Offsets(X,Y)-- [4:0-2-0,0-1-4],[8:0-2-0.0-1-8],[10:0-3-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.21 8-9 >608 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.46 8-9 >274 240 TCDL 10.0 Rep Stress lncr YES WB 0.30 Horz(TL) 0.01 8 n/a n/a BCLL 0.0 BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:82 lb FT=0% LUMBER- BRACING- - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-8:2x4 DF No.2,1-10:2x6 DF No.2 OTHERS 2x4 HF Std REACTIONS. All bearings Mechanical except Qt=length)8=0-2-8,9=0-5-8,6=0-1-8. (Ib)- Max Horz 9=225(LC 7) Max Uplift All uplift 100 lb or less at joint(s)7,9 except 8=-189(LC 10),6=-113(LC 6) Max Gray All reactions 250 lb or less at joint(s)7 except 8=704(LC 17),9=577(LC 1),6=420(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-331/0,2-4=-313/9,5-8=-417/147 BOT CHORD 9-10=0/286,8-9=-119/411 WEBS 2-9=-303/173,4-8=-436/193 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.11;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;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. P R 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 'Q` 0 D��C0., 4)Unbalanced snow loads have been considered for this design. �Co� �NG?]N'.c-'4 �,d 5)Gable studs spaced at 1-4-0 oc. C7 i 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4�� 89200 P E -9 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,6. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,9 except(jt=lb) 8=189,6=113. 0101 . 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)6. �� • 12— OREGON�� �t y142a �4 � R� R i IA- e' EXPIRES: 12131/2017 September 7,201 M ®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 j building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MTek 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 Tigard Apts.-CC 16-DD6731 K02 Roof Special 2 1 K2347879 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:25 2016 Page 1 • ID:aw9SQ115uOOHyMvBe?dJVHynEXg-beLlcVlpH Uu?SaNpFQeHg7HPChObnCVPfoHtOyg?e4 1-8-12 7-2-15 12-8-4 17-0-12 21-5-8 - 1-8-12 5-6-3 5-5-5 4-4-8 4-4-12 7 yl I.+ Scal =1:41.0 4.00 12 rj 2x4 I I 11 rj 5 N O N r. 3x4 \\ 4 2x3II 3 ur n n 3x4 - ire 1•000000 uu m 1m 10 3x6 9 3x4 = 8 3x5= 1-6-0 1-8-)2 12-8-4 1-6-0 o-/-i 2 10-11-8 Plate Offsets(X,Y)-- [4:0-2-0,0-1-41[8:0-2-0,0-1-8].[10:0-3-4.0-1-8] TCLL LOADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.23 8-9 >569 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(TL) -0.50 8-9 >257 240 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.01 8 n/a n/a ..BCDL 8.0 Code IBC2012/TP12007 Matrix-R Weight:68 lb FT=0% "LUMBER- BRACING- -TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-8:2x4 DF No.2,1-10:2x6 DF No.2 REACTIONS. All bearings 0-5-8 except(jt=length)7=Mechanical,6=0-1-8. (Ib)- Max Horz 9=171(LC 7) Max Uplift All uplift 100 lb or less at joint(s)7,8,9,6 Max Gray All reactions 250 lb or less at joint(s)7 except 8=706(LC 15),9=589(LC 1),6=410(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-348/0,2-4=-328/0,5-8=-415/90 BOT CHORD 9-10=0/301,8-9=-75/437 WEBS 2-9=-297/119,4-8=-455/119,4-9=-264/88 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. �C�(�c B PRaFes 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,8,9,6. �CQ 1GI NE - CS'e 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)6. R d `� 89200PE -- Firt- ,,,, OREGON �4, i6 4k 14 2-°\ 4 RR10- F; EXPIRES: 12/31/2017 September 7,201 mi. 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 Sheet,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347880 16-DD6731 K03 Jack-Open 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:25 2016 Page 1 I D:aw9SQ 115uOO HyMvBe?dJVHynEXg-be LIcVIpHUu?SaNpFQeHg7HXrh8Vro?VPfo HtOyg?e4 4-1-7 ia 4-1-7 Scale=1:12.8 - 3 4.00 12 i 7 2x3 I I 2 4 N , C.3 N 1 , r I111I __ 111 1 *144 63x611 2x3 11 5 1-6-0 1-8-12, 4-1-7 1-6-0 0.2-12 2-4-11 Plate Offsets(X.Y)-- 16:0-3-4,0-1-81 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 0.11 Vert(LL) 0.00 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(TL) 0.00 4-5 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.01 3 n/a n/a BCLL 0.0Code IBC2012/TP12007 Matrix-R Weight:13 lb FT=0% BCDL 8.0 •— LUMBER- BRACING- - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-5:2x4 HF Std REACTIONS. (lb/size) 3=55/Mechanical,4=3/Mechanical,5=271/0-5-8 Max Horz 5=28(LC 7) Max Uplift 3=-21(LC 10),5=-34(LC 6) Max Gray 3=60(LC 14),4=26(LC 5),5=272(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,5. �< c PRQp cv�`� �NG`N �'7 /�1-p c 89200PE r ,Aillr.*'7 ill OREGON V 'S• F�<O A'4} 14 2d��# RR1LA- EXPIRES: 12/31/2017 September7,201 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 i 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 Qualify Criteria,DSB-89 and BCSI Building Component I 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. f Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347881 16-DD6731 K04 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:26 2016 Page 1 I D:aw9SQ115uOOHyMvBe?dJVHynEXg-3gv7grmR2nOr4ky?p7AWNKpj W4VMaFeeeJYgPgyg?e3 2-0-11 2-0-11 4.0012 Scale=1:13.0 2 2x3 I I 1 4 V) n r 3 2x3 114 2-0-11 2-0-11 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 0.05 Vert(LL) -0.00 4 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 3-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 8.0 Code IBC2012/TPI2007 Matrix-R Weight:7 lb FT=0% LUMBER- BRACING- "TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-11 oc purlins, -BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=80/Mechanical,2=62/Mechanical,3=18/Mechanical Max Horz 4=26(LC 7) Max Uplift 2=-18(LC 10) Max Gray 4=80(LC 1),2=62(LC 1),3=33(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. ' e. Sti1 c o PPopes ��G I N E c-vo `� 89200PE 9c' I C4 OREGON tx �4 , rU 1 1' 14 2-6\ i- RR1LL- EXPIRES: 12/31/2017 September 7,201 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 M Fiek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the iY9 t 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347882 16-DD6731 K05 ROOF SPECIAL GIRDER 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MTek Industries,Inc. Wed Sep 07 13:48:26 2016 Page 1 ID:aw9SQ115u0OHyMvBe?dJVHynEXg-3gv7grmR2n0r4ky?p7AW NKpVX4O9a3beeJYgPgyg?e3 1 1-8-12 7-9-9 12-5-4 • 1-8-12 6-0-13 4-7-11 e 4x4 I I Scale=1:28.5 0. -dal 1111 to- 4.00 I4.00 12 3x4 _ 3 1i 100 00 3x4% •• 'ir It 7i �h_ .i ii 3x4 = M 6 0 7 4x4 = 5 2x4 H 4x4= I 1-6-0 1-6-12 4-2-4 12-5-4 I 1-6-0 0-242 2 2-5-8 8-3-0 Plate Offsets(X,V)-- (6:0-1-12.0-2-01 LOADING (psf) SPACING- 4-6-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.07 5-6 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(TL) -0.17 5-6 >759 240 TCDL 10.0 Rep Stress lncr NO WB 0.77 Horz(TL) 0.01 5 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:64 lb FT=0% BCDL 8.0 ` LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins(3-9-8 max.), except end verticals BOT CHORD 2x6 DF No.2 (Switched from sheeted:Spacing>2-0-0). WEBS 2x4 HF Std'Except BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 4-5:2x4 DF No.2 REACTIONS. (lb/size) 5=1064/0-2-8,7=1614/0-5-8 Max Horz 7=265(LC 7) Max Uplift 5=-82(LC 10),7=-141(LC 6) Max Gray 5=1264(LC 14),7=1676(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1571/10,3-4=-253/45,4-5=-383/54 BOT CHORD 1-7=-67/251,6-7=-301/251,5-6=-149/1225 WEBS 2-7=-1589/127,2-6=0/1161,3-6=0/657,3-5=-1354/208 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. CO P R Qty 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) C �G)��� s�©� 7=141. \ 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)300 lb down and 17 lb up at ,�7 $9200PE 9c'' 4-2-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. - - 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 • aREGON tx ��Q Uniform Loads(pif) 74 4„ N Vert:1-4=-158,1-5=-36 Q Y 14 2• Q4 Concentrated Loads(Ib) 1 A R RIO- EXPIRES. L�' Q> Vert:6=-300(F) EXPIRES: 1213112017 September7,201 AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. - Design valid for use only with MiTeb®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 Mir iQke 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347883 16-DD6731 L01 COMMON SUPPORTED GAB 1 1 Job Reference(optional) _ PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 8 Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:27 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-X1 T W 1 Bm3p58iitXBNghlvYMtvUgrJhRotzHOyGyg?e2 7-3-12 14-7-8 • 7-3-12 7-3-12 • 4x4 = Scale=1:34.7 _ 6 2x3 II __ 2x3 H 5 7 • 8.00 12 2x3 II rd r., 2x3 H 4 8 2x3 II ri iv 2x3 II 0 3 9 m /s 2x3 I I r r @ 2x3 2 10 1 H I rom f H _ 1 o — 3x6 3x6 II 20 19 18 17 16 15 14 13 12 2x3 II 2x3 H 2x3 I I 2x3 I I 2x3 II 2x3 H 2x3 I I 2x3 I I 2x3 II 1-6-0 14-7-8 1-6-0 13-1-8 TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.07 Vert(LL) n/a - n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 12 n/a n/a -BCDL 8.0 Code IBC2012/TPI2007 Matrix-R Weight:76 lb FT=0% LUMBER- BRACING- "TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. -BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 HF Std WEDGE Left:2x4 HF Std,Right:2x4 HF Std REACTIONS. All bearings 11-7-8. (Ib)- Max Horz 20=109(LC 7) Max Uplift All uplift 100 lb or less at joint(s)17,18,19,20,15,14,13,12 Max Gray All reactions 250 lb or less at joint(s)16,17,18,19,20,15,14,13,12 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=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;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 4)Gable studs spaced at 1-4-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17,18,19,20,15, 14,13,12. 'i ? P�OF�s 7)Non Standard bearing condition. Review required. �` /4 Co \AOtN�Fsero, 144 4t' ti_.. 89200PE �� i • nti yL OREGON �cWc, /O �' 14 2��` Q'*- 'yR R 10- 0 EXPIRES: 12/31/2017 September 7,201 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 MiTekS 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 Mfie 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347884 16-DD6731 L02 Common 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:28 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-?D1 uEXnhaPGZJ16OwYC_SIv_Lu8Z289x5d1xUjyg?e1 7-3-12 12-10-12 14-7-8 7-3-12 5-7-0 1-8-12 • 4x4 = Scale=1:34.5 • 3 - 15 8.00 12 - 1111101h1101011.. 3x4 i 3x4�'" 4 2 5 41 3x6 I I j 7 MI 3x6 8 62x3 H 2x3 I I 3x8= - 1-6-0 1-6-12 7-3-12 I 12-10-12 13r18 14-7-8 1-6-0 0-2-12 5-7-0 5-7-0 0-2-12 1-6-0 Plate Offsets(X,Y)-- [2:0-1-12,0-1-8],[4:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.01 7-8 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.17 Vert(TL) -0.03 7-8 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 6 n/a n/a BCLL 0.0Code IBC2012/TP12007 Matrix-R Weight:66 lb FT=0% .. BCDL 8.0 .- LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std WEDGE Left:2x4 HF Std,Right:2x4 HF Std REACTIONS. (lb/size) 8=629/0-5-8,6=629/0-5-8 Max Horz 8=-87(LC 4) Max Uplift 8=-15(LC 8),6=-15(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-455/44,3-4=-455/44 WEBS 2-8=-558/71,4-6=-558/71,2-7=-20/259,4-7=-21/260 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6. -(<- P R OFE0 e, v4GI :9200PE wo r' 10,- . -71.- OREGON Di Avs .,., <0 <0 1'9 ' 14,20 4. '471RR11—A- EXPIRES: 12/31/2017 September 7,201 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lei 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-a9 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 Tigard Apts.-CC K2347885 16-DD6731 L03 Roof Special Girder 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 07 13:48:28 2016 Page 1 ID:aw9SQ115uOOHyMvBe?dJVHynEXg-?D 1 uEXnhaPGZJ 16OwYC_Slvwyu?n2zfx5d 1 xUjyg?e1 • 5-9-12 11-4-0 111-778 5-9-12 5-6-4 0-3- e 5x8 = Scale=1:34.7 2 A . 8.00 12 ,�, 4x4 = 4x4 = 1 3 IN E n n' �� 6 5 M 3x8 M18SHS II 4x88 3x6 4x8 4 3x8 M18SHS I 1-8-12 5-9-12 1 9-10-12 1 11-7-8 1-8-12 4-1-0 4-1-0 1-8-12 Plate Offsets(X,Y)-- j1:0-1-12,0-1-4],[3:0-1-12,0-1-4],[4:Edge.0-3-8],[5:0-4-12.0-1-8],[6:0-4-8.0-1-8].[7:0-4-12.0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.04 6-7 >999 240 MT20 185/148 TCDLSnow=25.00)0 Lumber DOL 1.15 BC 0.73 Vert(TL) -0.09 6-7 >999 240 M18SHS 185/148 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.01 4 n/a n/a ,BCDL S,0 Code IBC2012/TPI2007 Matrix-R Weight:142 lb FT=0% •LUMBER- BRACING- -TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-7,3-5:2x4 DF No.2 REACTIONS. (lb/size) 8=6031/0-8-12,4=4532/0-5-8 Max Horz 8=96(LC 7) Max Uplift 8=-212(LC 8),4=-90(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4883/195,2-3=-3459/102,1-8=-5940/187,3-4=-4173/72 BOT CHORD 7-8=-131/316,6-7=-49/3002,5-6=-49/3002 WEBS 2-6=-16/3137,2-7=-120/1665,1-7=-120/4852,2-5=-363/38,3-5=-61/3320 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-2-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; Eo PROF MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 Q� Fs 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 �\C0' ANG)N EF. o>. 5)All plates are MT20 plates unless otherwise indicated. 2 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9l 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=1b) 89200PE 8=212. 8)Girder carries tie-in span(s):32-0-0 from 1-8-12 to 11-7-8 ..� 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3381 lb down and 189 lb up at - 1+ : — 1-8-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 0 r -yr OREGON Ir , LOAD CASE(S) Standard L/ 2j ��' A.,.1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 O ll)' 14,2- 4 Uniform Loads(plf) '4'7 "p R 4 t-t- e'er Vert:1-2=-70,2-3=-70,7-8=-16,4-7=-661(F=-645) Concentrated Loads(Ib) Vert:7=-3300(F) EXPIRES: 12/31/2017 September 7,201 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7179 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 ANSI(TPI1 Dually Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Tigard Apts.-CC K2347886 16-006731 MO1 Roof Special Girder 1 2 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015 8.020 s Aug 1 2016 MiTek Industries,Inc.Wed Sep 07 13:26:57 2016 Page 1 - ID:aw9SQ115uOOHyMvBe?dJVHynEXg-sTUODuKp_Oo3f2u9NPxb_58kLrkQ1 VzhtSw7Mjyg_Bi I 8-11-1 I13-3-3 I17-8-3 1 21-1-2 26-3-5 I30-3-2 I • 8-11-1 4-4-2 4-5-0 3-4-15 5-2-3 3-11-14 • Scale=1:53.1 e 3x4 I 12 3x4 18 8 2.83 17 7 3x4% 0 16 3x4 II 6 ii 1 15 _ 5 3x4% N 4x6% 7 0 4 — `o 3x4% 3 fa 2 0 `r .g O 011 0 0 rE41. 29 30 10 31 4x4 = 3x4 = 9 20 21 22 14 23 24 25 13 26 27 28 4x6= 3x4 = 12 3x4= 3x12 2x3 // 3x4= 5x5= 3x16 M18SHS I I 1-11-10 213 7-1-12 11-2-10 17-4-12 17t8t3 23-5 -10 I 30-3-2 1-11-10 0-93-4 4-10-4 4-0-14 6-2-2 0- 5-9-7 6-9.8 Plate Offsets(X,Y)-- f1:0-1-10,3-9-6],(1:0-1-6,2-5-11],[1:0-0-8,0-0-101[9:0-1-12,0-2-01[11:0-2-15,0-2-61.[12:0-2-8.0-2-121 - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) 0.07 12-13 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.72 Vert(TL) 0.15 12-13 >999 240 M18SHS 220/195 TCDL 10.0 Rep Stress Incr NO WB 0.45 Horz(TL) 0.02 9 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:390 lb FT=0% BCDL 8.0 LUMBER- BRACING- • TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 DF No.2*Except* end verticals. 5-12:2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 HF Std WEDGE Left:2x10 DF SS REACTIONS. (Ib/size) 9=1341/Mechanical,12=2481/0-7-0 (min.0-1-9),1=519/0-7-12 (min.0-1-8) Max Horz 1=179(LC 31) Max Uplift9=-40(LC 10),12=-1280(LC 10),1=-742(LC 27) Max Gray 9=1462(LC 14),12=2881(LC 41),1=930(LC 41) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2383/2847,2-3=-1210/2575,3-4=-1166/2607,4-5=-207/612,5-15=-219/474, 6-15=-221/642,6-16=-1235/0,16-17=-1078/0,7-17=-951/0 BOT CHORD 1-19=-2718/2165,19-20=-2718/2165,20-21=-2718/2165,21-22=-2718/2165, 14-22=-2718/2165,14-23=-2455/1693,23-24=-2455/1693,24-25=-2455/1693, 13-25=-2455/1693,13-26=-1386/419,26-27=-1386/419,27-28=-1386/419, 12-28=-1386/419,11-12=-2636/182,5-11=-546/133,11-29=0/974,29-30=0/974, 10-30=0/974,10-31=-40/880,9-31=-40/880 WEBS 4-12=-1186/1760,4-13=-2162/1171,2-13=-989/316,2-14=-420/718,7-9=-1491/26, 7-10=0/417,6-11=-2267/127 ��1 c.O PRO : NOTES- �� v��[��€' ,Q29t"� 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4 1 row at 0 9 0 oc. 89200 P E Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply / connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 'w • 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS CC' (envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 -7OREGON 1)1 �/.4/ 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 L/© .q#,'471 '\ 5)Unbalanced snow loads have been considered for this design. ill .0.1?...6)All plates are MT20 plates unless otherwise indicated. 'r'!, 'R R10- 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 9,1280 lb uplift at joint 12 and 742 lb uplift at joint 1. EXPIRES: 12/31/2017 September 7,201 continued on neon 2 ■ ®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 1 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 Tigard Apts.-CC K2347886 16-DD6731 MO1 Roof Special Girder 1 2 Job Reference(ootionall PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015 8.020 s Aug 1 2016 MiTek Industries,Inc.Wed Sep 07 13:26:58 2016 Page 2 I D:aw9SQ 115u OOHyMvBe?dJ V HynEXg-Lf2 mRE LRIiwvH CTLx6SgXIgv5F4fmyDr56fgv9yg_Bh ' NOTES- • 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)645 lb down and 57 lb up at 19-6-7,548 lb down and 59 lb up at 22-4-6, and 455 lb down and 65 lb up at 25-2-5,and 361 lb down and 76 lb up at 28-0-4 on top chord,and 57 lb down at 2-6-12,42 lb down and 298 lb up at 3-4-12,326 lb down and 24 lb up at 4-10-5,56 lb down and 346 lb up at 5-4-11,203 lb down and 28 lb up at 7-8-4,62 lb down and 493 lb up at 8-2-10,134 lb down and 36 lb up at 10-6-3,99 lb down and 897 lb up at 11-0-9,115 lb down and 101 lb up at 13-4-3,52 lb down and 1105 lb up at 13-10-8,165 lb down and 172 lb up at 16-2-2,319 lb down at 19-0-1,and 227 lb down at 21-10-0,and 138 lb down and 61 lb up at 24-7-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-70,1-12=-16,9-11=-16 Concentrated Loads(Ib) Vert:13=382(B)15=-596(B)16=-498(B)17=-406(B)18=-312(B)19=-57(B)20=99 21=-326(F)22=128(B)23=-203(F)24=212(B)25=-105(F)26=9(F)27=456(B) 28=120(F)29=-319(F)30=-227(F)31=-137(F) • • WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-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 Wet( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 NW • • SI , , Symbols Numbering System A General Safety`NOtes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 /4 offsets are indicated. I ( (Drawings not to scale) Damage or Personal Injury WMDimensions are in ft-in-sixteenths. il� Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. C1-2 c2-3 2. Truss bracing must be designed by an engineer.For 0'1/16 4 wide truss spacing,individual lateral braces themselves 3.11ro bracing marequire should be consideed.,or alternative Tor I a _ O 3. Never exceed the design loading shown and never �—Allor !a- ��Elt- Ustackmaterialsoninadequatelybracedtrusses.0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 b cs-6 designer,erection supervisor,property owner and plates 0-14 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. 8. Unless otherwise noted,moisture content of lumber Software or upon request. shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR 1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that / Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where 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. 41=0 reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. _—8 18.Use of green or treated lumber may pose unacceptable s environmental,health or performance risks.Consult with project engineer before use. Industry Standards: Mil ANSI/TPI1: National Design Specification for Metal 19.Review all poe) this designvie (front,back,words g p and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. CDesign Standardfor Bracing. BCSI: � e BCSI:SI: CoBuilding Component Safety Information, ke 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