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Plans (102) O 00 ® O } 310600 i,..6-060:,.. amao i a # p,,,,Po P i Ort-----------+- -- :^«�: iiia■,_iii -�\\i\ al\\\\\m° '°140i AMEN • ilii .li II �� l IVB'le 'i_ti—AI��W!II1E Empg■i\\ .. ..-. nil�ll� ,t, i1\11■■� ill ii lidE ■■� ____ 1111111111111111111101111L i'1'iIuujiiMnuIpjF. 1\ - ..i��1, ��1'�■■■■ ■��;fi al_°, i 3 . ►ri�e •■I ` �Llii4 '1 iii lig "i lr11111■�I■► ■YF■----__ `_-��-,..■■iulii L\.� O - NEM 14.0. .ihimmi�M■I■ r�lliiJ+�ii��lr ',.►Vi�iiil�� lamimmir I\�I� �'6lill� = _, mammy my I IS\ �I�[�►a€; ,� l'I ■moi l_IN► �Il��llIi —I�IIS ` .om I r l la, I 1mm■I li■it - 6 ,........ 'A., "8- iiiIMUM ri ■■■■■■I 'nazi mal pr//iiii-.4 /. 11! ■ii■_____ -- ---- - :: — rzn...,., OIIIIMMI rill -- r I i r I•�_ISS'.= iii i;i'i ■'t .�I► �1 HI �.�/��3:iME11■ ■i M�1r11■ x1 c n6 its O _ E�/�%�■ ■Iii a ,- ^.. ��/I■I■ 1 ■Ir II illikkAllliiii'l ulli1M11111.111=11 ill MIME rIUILISl_-■1 ■�■� aa.,,„ ■ _ •�� MIEN _ ti iii 1=1 ■■■■■I■a11 \t.t q =1Y� �.25-n r-2019<"ae. ata I ISM 1 ■—■ IIII, ■■11"!11■■■ ---Oli NW MU m NM I�■�Le hi lam\,_- .2-A' ii im=wink rJI1ii■IIL�.riERgnams �'�►ISI ►`\ � o _411 iii��► Ellailhom illith.mar.�',►-�1��irdi iiir■�li. !L1ii1iii.#dIIIP!tOOIIIIijiIIOi!I ;. IIH� ■iiiiiV ■ 1 I■■NI■I■8 Stickframe�_� \�\I■ r ■■peel■■ ■Tax ��■■1 :4 . •Ishii'' li�lr ��. �t6f� ,Ip.: II .AA \ at <iimun a 1.111011-21...04„ ill --- ii ©i ! ,1�iii Ali � � ! 1®II . .�- - '-I All plate height call outs are above West Roof Low West roof=3-10-8 cantilever unless noted otherwise(4-0-8 minus 1/2"for sheathing minus 1-1/2"for facia=3-10-8) East roof=1-10-8 cantilever unless noted otherwise(2-0-8 minus 12"for sheathing minus 1-12"for facia=1-10-8) West Roof Low=52-2-0 plate height West Roof Higli=56-2-0 plate height East Roof=54-0-0 plate height North Stairs=58-0-0 South Stairs=60-2-0 Top of west mach well wall=63-2-0 Top of east meth well wall=60-2-0 Additional 40 psf Ove load at meth well+drift loading Top of Mech well=56-2-0 9'ceiing at 1-0-0 tater than 52-2-0 plate height All plate heights as above unless noted otherwise "' ^ All cantilever distances as above unless noted otherwise Additional 50 psf at"L"type trusses for mach units,verify bad is adequate Client: FEC Plan: 72nd Ave Apts. Quote#:18-13D1524 .a.. .ra,,.>ar,,, a Sales: Dave Droz Order#: assn s6 tennlr.r sty Clackamas,OR 97016 • 503 656.-22913 5 656647 - -- - - - • MiTek® MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 18-DD1524 Keyway-72nd Apartments 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: K6021763 thru K6021894 My license renewal date for the state of Oregon is December 31,2019. DCI ENGINEERS X No Exceptions Taken Note Markings PROren _Revise&Resubmit 1c BY: pwagh Date: 04/25/2019 NGI NEF,4 sip THIS REVIEW IS FOR GENERAL CTNF0000NC*IS THE DESIGN CONCEPT CONTRACT DOCUMENTS AS TO THE STRUCTURAL ELEMENTS DESIGNED BY DCI .rp ENGINEERS,REVIEW OF RAY NON-STRUCTURAL ELEMENTS DEPICTED IN THIS 89200PE SUBMITTAL HAS BEEN SOLELY FOR THE PURPOSE OF EVALUATING IRE IMPACT ON THE STRUCTURAL ELEMENTS DESIGNED BY DCI ENGINEERS.REVIEW OF THE SPECIALTY STRUCTURAL ENGINEERS(SSE)DESIGN IS FOR CONFORMANCE TO DESIGN CRITERIA AND COMPATtSL ITT WITH THE DESIGN OF THE BUILDING.AND DOES NOT RELIEVE THE SSE OF RESPONSIBILITY FOR THAT DESIGN.ASARHINOS OR COMMENTS SHALL.SOT BE CONSTRUES AS RELIEVING'INE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT DOCUMENTS.THE CONTRACTOR REMAINS J}. RESPONSIBLE FOR DETAILS AND ACCURACY:FOR CONFIRMING AND CORRELATING 74 , OREGON ALL.GUANTITIES AND DIMENSIONS:FOR SELECTING FABRICATION PROCESSES:FOR TECHNIQUES OF ASSEMBLY:AND FOR PERFORMING WORK INA SAFE MANNER My 14 2P�vo- FRR10- I 0,.i1 r2 April 24,2019 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply Keyway-72nd Apartments K602176, 18-DD1524 A01 Monopitch 10 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 2410:39:44 2019 Page 1 ID:MDVpJRKp4JiRnh 12gnn9arzixgF-IS6tEb1 nmf3_GDY7fITrZ91 esmChxKvQW7ZpVgzNXKz 10-0-14 16-4-0 10-0-14 6-3-2 5x8 Scale=1:32.6 4 t 4.00 12 t� 3x5 % g 3 2x3 10 ■ .! �� 0 3x4 = �/ 6 5 7 3x4 = 3x4 = 2x4 II 3-10-8 4-11-4 1 -01 16-4-0 3-10-8 0-- 2 7-9-7 4 5 5 Plate Offsets(X,Y)-- [1:0-3-1,0-0-3],[3:0-2-0,0-1-8],[4:0-2-4,0-2-12],[5:0-2-0,0-0-8] 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 0.61 Vert(LL) -0.07 6-7 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(TL) -0.12 6-7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.88 Horz(TL) 0.07 9 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:74 lb FT=0% BCDL 5.0 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 6-0-0 oc bracing. 4-5:2x4 DF No.2 OTHERS 2x4 HF Std REACTIONS. (lb/size) 7=861/0-5-8,9=410/0-3-8 Max Horz 7=214(LC 11) Max Uplift 7=-344(LC 10),9=-172(LC 14) Max Gray 7=904(LC 21),9=532(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-439/359,2-3=-367/375,3-4=-442/121 BOT CHORD 1-7=-287/433,6-7=-172/492 WEBS 2-7=-387/214,4-6=-155/422,3-6=-348/193,3-7=-892/411,4-9=-555/181 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 15-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 n�p E 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 PR�F ( ` G 3)Unbalanced snow loads have been considered for this design. ` `GINEs/© 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• ` ,7 5)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Wit? #� capacity of bearing surface. :92 0OP f 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=344,9=172. 411° (41111P 4,OREGON 1% oto © 41Y14� �0 4 EXPIRES: 12-31-2019 April 24,2019 a 4 ®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 MiTek. building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 Kiug Circl 9e Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments A02-DT HOOF SPECIAL SUPPORT 1 1 Kb021764 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:45 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-megFRx2QXzBrtN6JDT_45Mage9ZMgttalnJM1 GzNXKy 7-7-7 12-1-7 7-7-7 I 4-6-0 3 Scale=1:27.0 2 al 4.00 12 9 3x4 2 6 7 1 dLILIII._________IMNIIIIIIIIINIIIIIIIIIIII.gm .. 6 5 4 8x8 — 3x4 II 3x4 5-0-12 012 12-1-7-1I 5 Plate Offsets(X,Y)-- [6:0-1-12,0-0-0],[6:Edge,0-5-8] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.54 Vert(LL) n/a - n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.22 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight 55 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 6-0-0 oc bracing. 1-6:2x4 DF No.2 REACTIONS. (lb/size) 6=289/12-1-7,4=338/12-1-7,5=320/12-1-7 Max Horz 6=196(LC 13) Max Uplift 6=-338(LC 31),4=-318(LC 32),5=-618(LC 31) Max Gray 6=494(LC 30),4=508(LC 29),5=841(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-463/336,1-2=-1036/915,2-3=-850/808 BOT CHORD 5-6=-630/893,4-5=-597/750 WEBS 2-4=-800/629,2-5=-1095/977,1-5=-855/652 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 11-11-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. �`4.1] P RO4-„ 4)Gable requires continuous bottom chord bearing. ```S. PR O4-„This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. SCO !NG I NFF S,0 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding100 lb uplift at joint(s)except(jt=lb) ,( V 7 A_ 6=338,4=318,5=618. P p !� 7)This truss has been designed for a total seismic drag load of 2180 lb with dead loads only.Lumber DOL=(1.60)Plate grip ,z9210P 9�' DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 12-1-7 for 179.9 plf. � et- 74747),,OREGON�1 �tt,,ro O 14., � .. RRIO-0.0.N.. EXPIRES: 12-31-2019 April 24,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. -. Y 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 �4 building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing (R��Teti is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the (Y1i/�7Kx fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K602176§ 18-DD1524 A03 JACK-CLOSED 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:45 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-megFRx2QXzBrtN6JDT_45Mag19ZDgvualnJM1 GzNXKy 6-0-12 7-7-7 12-1-7 6-0-12 1-6-12 4-6-0 Scale=1:27.5 3 2 4.00 12 3x4 2 9 11.Atill111116111111 . 7 1 5 4 8x8 = 3x4 = 6 3x4 I I 5-0-12 6-0-12 12-1-7 5-0-12 1-0-0 6-0-11 Plate Offsets(X,Y)— [3:0-1-8,0-0-12],[6:Edge,0-5-8],[6:0-1-12,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.05 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(TL) -0.09 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:55 lb FT=0% BCDL 5.0 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 9-7-1 oc bracing. 1-6:2x4 DF No.2 REACTIONS. (lb/size) 6=473/Mechanical,4=473/Mechanical Max Horz 6=196(LC 13) Max Uplift 6=-142(LC 10),4=-173(LC 10) Max Gray 6=495(LC 20),4=560(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-474/177,1-2=-741/182 BOT CHORD 5-6=-430/630,4-5=-276/572 WEBS 2-4=-673/274 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-11-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 Q,�D P R SFE 3)Unbalanced snow loads have been considered for this design. t`- 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �'`V!w`Gf NE�n s/QA- 5)Refer to girder(s)for truss to truss connections. v` ,'7T 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �? vy 6=142,4=173. 89200PE et- �yG 41OREGON\b, 44, /O -1k SC/ P+ MFCer RRO- EXPIRES: 12-31-2019 April 24,2019 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 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 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 C iir le880 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments 18'DD1524 A04-DT - ROOF SPECIAL SUPPORT .1 K6021766 - 1 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:46 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-ErEdfH321HKiVXh WnAVJea7_OZtoPIUj_R2wZjzNXKx 7 7-7 12-1-7 4-6-0 3 Scale=1:28.2 r 4.00 ITT 10 3x4 2 9 0 8 1 O' C d A w. •i A d•I4d•• Oi !6••,•�i�•�•• •��•iPd•�•O Vii: O •• •� di• • p�••••• 'aed 7 8x8 = • '• • •i• •i •i0$C•: .• Oi 0 . •�►.•.�••d• .•.M• .O$ •O ❖. 6 5 4 3x5 I I 5x5 = I 1-6-9 5-0-12 I 12-1-7 1-6-9 3-6-3 7-0-11 Plate Offsets(X,Y)-- [2:0-1-12,0-1-8],[4:0-2-8,0-2-12],[5:0-2-12,0-1-8],[7:Edge,0-5-8],[7:0-1-12,0-0-0] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.04 4-5 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.08 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:55 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 6-0-0 oc bracing. 1-7:2x4 DF No.2 REACTIONS. (lb/size) 4=220/10-6-14,5=538/10-6-14,6=188/0-3-8 Max Horz 5=196(LC 11) Max Uplift 4=-554(LC 32),5=-1032(LC 31),6=-115(LC 31) Max Gray 4=683(LC 29),5=1365(LC 30),6=221(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1101/1261,2-3=-851/808 BOT CHORD 6-7=-252/291,5-6=-715/915,4-5=-854/917 WEBS 2-4=-1103/1041,2-5=-1767/1483,1-5=-517/532 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 11-11-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. co.`a GO P ROp S 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No t` rl f 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� `..Y GI' E'C tr' 4=554,5=1032,6=115. V` ,7 �/�j 6)This truss has been designed for a total seismic drag load of 2180 lb with dead loads only.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 1-6-9 to 12-1-7 for 206.2 plf. ^9200P 9t' ,i�,../ i et /- ',OREGON Ix ki '© gr14, 2° 4 MfiF,1RILL-'3P EXPIRES: 12-31-2019 April 24,2019 4r WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. oimi mit 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 Tem is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Mi E�ykA fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021767 18-DD1524 A05 Jack-Closed 5 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:47 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-i1 oOsd3g3aSZ7hGiKtOYBnf2UzA18kbtD5oT69zNXKw 10-9-131 16-5-7 10-9-13 5-7-10 Scale=1:31.3 4 -r. EA 4.00 12 3x470111 3 8 2x3 2 o 5 3x4 = � 6 3x4 = 3x5 = 5-10-9 611-$ 16-5-7 ( 10-4-2 5-10-9 0-Z42 2 Plate Offsets(X,Y)-- [4:Edge,0-1-12],[5:0-2-4,0-1-8] 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 0.97 Vert(LL) -0.22 5-6 >571 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.47 Vert(TL) -0.36 5-6 >345 180 TCDL 10.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:68 lb FT=0% BCDL 5.0 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. REACTIONS. (Ib/size) 5=270/Mechanical,6=1035/0-5-8 Max Horz 6=244(LC 11) Max Uplift 5=-111(LC 11),6=-469(LC 10) Max Gray 5=394(LC 20),6=1088(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-674/663,2-3=-591/649 BOT CHORD 1-6=-560/667 WEBS 2-6=-412/230,3-6=-940/601 NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 16-3-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. PROF Cs 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C`'YC 5)Refer to girder(s)for truss to truss connections. ,c T�QGD 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) krCO ! GINE�� Q!� A9 5=111,6=469. 89200PE " yL 4/OR EGO <O -9y 14, 2:3\ 4 FRR10- EXPIRES: 12-31-2019 April 24,2019 1 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 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 MiTek'`i 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/TM Quality Criteria,DSB-89 and BCSI Building Component 250KiugCCA ir l92880 e Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments 1>-DD1524 A06 DT MONOPITCHSUPPORTED 1 1 maims Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference o tional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:47 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-i1 o0sd3g3aSZ7hGiKtOYBnf7rzEg8hDtD5oT69zNXKw 5-1-12 5-1-12 4.00 12 Scale=1:30.0 2 2 6 wri 5 3x6 = 1 irili N n iih r} I. 4 3 3x5 II 5x5 = I Plate Offsets(X,Y)-- [1:Edge,0-1-4],[3:0-2-8,0-3-0],[4:0-3-0,0-1-8] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.69 Vert(LL) n/a - n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) -0.01 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-P Weight:30 lb FT=0% LUMBER- TOP CHORD 2x4 DF No.2 BRACING- BOT CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins, WEBS 2x4 HF Std except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. REACTIONS. (lb/size) 4=194/5-1-12,3=194/5-1-12 WEBS 1 Row at midpt 1.3 Max Horz 4=197(LC 11) Max Uplift 4=-1868(LC 31),3=-1230(LC 32) Max Gray 4=1985(LC 30),3=1346(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1960/1883,1-2=-1829/1809 BOT CHORD 3-4=-1723/1723 WEBS 1-3=-2300/2300 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 5-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. �c�cD PRQp . 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. L G rl 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) ��5 !`G�(1�E�.n l�� 4=1868,3=1230. V``� ,T ��y_ 7)This truss has been designed for a total seismic drag load of 2030 lb with dead loads only.Lumber DOL=(1.60)Plate grip „C/ Z DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 5-1-12 for 394.5 plf. Q 89200PE r- 1,r 7 ,,t,OREGON�a, �� i � O4k142- 4 MFR R ILA-6Q' EXPIRES: 12-31-2019 4 April 24,2019 A 0 A WARNING-VerifyVerifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE hg1-7473 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 ony.Additional temporary and permanent bracing A 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/TPII Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021769 18-DD1524 A08-DT JACK-OPEN SUPPORTED 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:48 2019 Page 1 ID:MDV pJRKp4JiRnh 12gnn9arzixgF-ADM04z41quaQlrruubXnj?CJKN WCtBu0RIX0ebzNXKy 3-11-10 II 3-11-10 4.00 12 Scale=1:23.7 2 7 2x 6 li 4x8 M18SHS = 5 1 A\ NEN num _._ ini _ iii:S�ie3a • '�:a:��:�p i'�h'61�'� 'idt��y4 4 3 5x8 = 5x5 II 3-11-10 II 3-11-10 Plate Offsets(X,Y)-- [1:Edge,0-1-4],[3:Edge,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.47 Vert(TL) n/a - n/a 999 M18SHS 220/195 TCDL 10.0 Rep Stress Incr YES WB 0.69 Horz(TL) -0.01 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:24 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 3-3-5 oc bracing. 2-3:2x4 HF Std WEBS 1 Row at midpt 1-3 REACTIONS. (lb/size) 4=147/3-11-10,3=147/3-11-10 Max Horz 4=153(LC 11) Max Uplift 4=-4175(LC 31),3=-2813(LC 32) Max Gray 4=4263(LC 30),3=2902(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-4245/4186,1-2=-3886/3871 BOT CHORD 3-4=-3677/3677 WEBS 1-3=-4980/4980 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 3-9-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.00 �Q.E� P RQFFs 3)Unbalanced snow loads have been considered for this design. ,c t� 4)All plates are MT20 plates unless otherwise indicated. GJ` .a INF�n v/O 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. 1 ,T ��11 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ___•44. 7'"!:, 4=4175,3=2813. 89200PE t' 7)Non Standard bearing condition. Review required. 8)This truss has been designed for a total seismic drag load of 4410 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 3-11-10 for 1111.2 plf. �, flyL ,�OREGON ��t/ 49 '0 q)' 14, ?- P+ F1FiRIL�- EXPIRES: 12-31-2019 April 24,2019 e n.e. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 9(11.7473 rev.10/03/2015 BEFORE USE. MI 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 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/-PII Quality Criteria,DSB-89 and BCSI Building Component 250 Kiu9C Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments 1-DD1524 .A09 Jack-Clus-d '5 1 K8021770 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:49 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-eQwmHJSwbCiHM?Q55120GCIP7nsRcd?9gPHaA2zNXKu i 11-2-13 11-2-13 I 16-7-6 5-4-9 Scale=1:31.6 4 3 P, 4.00 FIT 3x4 9 3 8 r 2x3 I 1 m,1 g � Y 3x4 = '�$ MI 6 3x4 = 5 3x5 = I6-0-8 6113-p Plate Offsets X,Y-- 6-0-8 0-2-f2 16-7-6- I ( ) [5:0-2-4,0-1-8j LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Lumber DOL 1.15 BC 0.47 Vert(TL)Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.22 5-6 >572 240 TCDL 10.0 -0.36 5-6 >345 180 MT20 185/148 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:69 lb FT=0% LUMBER- TOP CHORD 2x4 DF No.2 BRACING- BOT CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, WEBS 2x4 HF Std except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=262/Mechanical,6=1055/0-5-8 Max Horz 6=247(LC 13) Max Uplift 5=-111(LC 11),6=-481(LC 10) Max Gray 5=388(LC 20),6=1110(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-687/678,2-3=-602/665 BOT CHORD 1-6=-572/680 WEBS 2-6=-432/241,3-6=-942/616 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 16-5-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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. ��QtO PROF Op- 5)Refer to girder(s)for truss to truss connections. `` V C 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) ��`� !�(a1(y��.� tri 5=111,6=481. [, p 2 9200P �T- ..r • '`i i 37, , OREGON fly /O 4Y 14, 24 4 ?RI0-R'P EXPIRES: 12-31-2019 April 24,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M167473 rev.10/03/2015 BEFORE USE. MO f p Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. 250 Klug Circle Corona,CA 92880 Qty Ply Keyway-72nd Apartments Job Truss Truss Type K6021771 18-DD1524 1301 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:49 2019 Page 1 I D:M DVpj RKp4J iRnh 12g3n,n9arzixq F-eQwm H JSwbC iH M?Q5S 120GC I RCnrRcau9g P H aA2zN XKu 11-2-4 }1-10-t 17-9-8 11-2-4 0-7-15 5-11-5 Scale=1:31.0 4x8 4x7 = 3 12 '00'' 00 4.00 12 10 9 2x3 I I 2 8 e. Ir 0 m ie 6 3x4 = 7 3x4 = 5x7 11 4x8 M18SHS I 3 10 8 41111 11-11-4 1 17-9-8 j 7-10-0 5-10-4 3-10-8 0-- 2 Plate Offsets(X,Y)-- [3:0-3-8,0-1-12],[5:Edge,0-3-8],[6:0-4-8,0-1-8] 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 0.83 Vert(LL) -0.08 5-6 >999 240 MT20185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.53 Vert(TL) -0.15 5-6 >999 180MI8SHS 220/195 TCDL 10.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.01 5 n/a n/a BCDL 0.0 Weight:90 lb FT=0% Code IBC2012/TPI2007 Matrix-R BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, 3-4:2x4 DF No.2 except end verticals,and 2-0-0 oc purlins(3-11-8 max.):3-4. 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 3-7 4-5:2x4 DF No.2 REACTIONS. (lb/size) 5=1698/0-3-8,7=1471/0-5-8 Max Horz 7=160(LC 11) Max Uplift 5=-567(LC 11),7=-546(LC 10) Max Gray 5=1834(LC 28),7=1824(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-368/327,2-3=-294/342,3-4=-1679/588,4-5=-1342/455 BOT CHORD 1-7=-209/365,6-7=639/1627 WEBS 2-7=-796/269,3-6=-146/544,4-6=-662/1881,3-7=-2055/902 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-6-10,Exterior(2)11-6-10 to 15-9-8, Interior( 1598 to 1771- 2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ``ta1GcD (��F 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 �```4 FstS 3)Unbalanced snow loads have been considered for this design. �C,O lNG�NEF� >4:, 4)Provide adequate drainage to prevent water ponding. VV !vim 5)All plates are MT20 plates unless otherwise indicated. n n 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (� 8920QP E 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) (- 5=567,7=546. 4411P de / 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)942 lb down and 348 lb up at 11-11-4 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). 45,OREGONtx j41 �L� ��' 14 24�Q�~ LOAD CASE(S) Standard AI ' 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 MSR R 1L�- Uniform Loads(plf) Vert:1-3=70,3-4=-70,1-6=-10,5-6=-160(F=-150) EXPIRES: 12-31-2019 Concentrated Loads(Ib) Vert:6=-900(F) April 24,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �p Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overallII®k. building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 SCSI Building Component 250 KIu9C Circle 92880 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments 1g-DD1524 902 Rout Special 1 1 K6021772 - Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:50 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-6cT8Vf6YMVg7_87H00aFoQ HbGAFLL8DJv307iUzNXKt 11-2-4 13-10-3 11-2-4 I 17-9-8 2I -7-15 I 3-11-5 Scale=1:30.3 4 4x8 4x8 M18SHS = 3 4.00 12 11 ' M. M M 10 ` � 12 .3 t4 2x311 I__-.411, v 2 9rt rA at 1 0 v Mil0 3x4 = 8 7 3x4 = 3x4 = 4x4 II I 4-0-8 4'�4 11-2-4 4-0-8 0-22 7-0.0 I 1-11-41 17-9-8 Plate Offsets(X,Y)-- [3:0-3-8,0-1-12],[6:Edge,0-3-8] 0-9-0 5-10-4 LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.04 7 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.30 Vert(TL) -0.05 7 >999 180 M18SHS 185/148 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:93 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 3-5:2x4 DF No.2 except end verticals,and 2-0-0 oc purlins(4-2-2 max.):3-5. 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 3-8 5-6:2x4 DF No.2 REACTIONS. (Ib/size) 6=744/0-3-8,8=1027/0-3-8 Max Horz 8=192(LC 11) Max Uplift 6=-226(LC 11),8=-374(LC 10) Max Gray 6=820(LC 29),8=1487(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-406/390,2-3=-351/437,3-5=-936/421,5-6=-756/336 BOT CHORD 1-8=-282/408,7-8=317/991 WEBS 2-8=-688/262,3-7=-538/281,5-7=-354/992,3-8=-1426/688 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-10-3,Exterior(2)11-6-2 to 15-9-1, Interior(1)15-9-1 to 17-7-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ��gEO PROFFS 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. �`� �GN�'INFF.,9 s<o 5)All plates are MT20 plates unless otherwise indicated. .7 A_ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,F..? v 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 89200P E -Yf 6=226,8=374. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. r11114. •Or 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)276 lb down and 169 lb up at 13-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. � Ix LOAD CASE(S) Standard 4"4. OREGON ll,r 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 0/6 '9r , 14 0\ P'r Uniform Loads(plf) Concentrated Loads(lb)3-4=-70,Vert:1-3=-70, 3-5=-70,1-6=-10 A. FIRMA- Vert: Yj 12=-195 EXPIRES: 12-31-2019 April 24,2019 ®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 mg 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IVIiTekF fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 250 Klug Circle Corona,CA 92880 Truss Truss Type Qty Ply Keyway-72nd Apartments K602177 Job 18-DD1524 B03 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:52 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-3?bvvK7pu74rDS9f7RcjurNvf_xSp32cMNVEnNzNXKr 11-2-4 15-10-3 17-9-8 I 11-2-4 1 4-7-15 1-11-5 1 Scale:3/8"=1' 4 6 2 ti 4x8 3x5 = 4.00 12 37 M. E� ri 12 2x3 II 2 11 v Y Itt• , 1 + M 3x4 = ,� 10 3x4 _ 4x4 II 3x4 = 4-0-8 4 i4 11-2-4 11-11-41 17-9-8 4-0-8 04 -2 7-0-0 0-9-0 5-10-4 Plate Offsets(X,Y)— [3:0-4-0,0-1-12],[7:Edge,0-1-8],[8:Edge,0-3-8] 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 1.00 Vert(LL) -0.03 9 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.26 Vert(TL) -0.05 9-10 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.01 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:97 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(5-7-8 max.):3-7. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-8:2x4 DF No.2 WEBS 1 Row at midpt 3-10 OTHERS 2x4 HF Std REACTIONS. (lb/size) 8=700/0-3-8,10=944/0-3-8 Max Horz 10=206(LC 47) Max Uplift 8=-202(LC 14),10=365(LC 10) Max Gray 8=823(LC 29),10=1391(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-393/390,2-3=-322/430,3-5=-732/231,5-7=-736/232,7-8=-757/210 BOT CHORD 1-10=-280/390,9-10=-205/781 WEBS 2-10=-710/249,3-9=-398/167,7-9=-207/734,3-10=-1188/382 NOTES- 1)Wind:ASCE 7-10;Vult=l2omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 15-10-3,Exterior(2)15-6-15 to 17-7-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 D P ROF 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ��.sk. pj- s/D 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. ____"•4r 17,„„. 0 R 29 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)except(jt=lb) 8g200P E 8=202,10=365. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��r 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)290 lb down and 162 lb up at 15-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. •.4+ LOAD CASE(S) Standard 2, df OREGON Ix 1�� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /� �Y 4 2� P4 Uniform Loads(plf) - Vert:1-3=-70,3-4=-70,4-6-120,5-13=-120,7-13-70,1-8-10 4167i.RIO-Concentrated Loads(Ib) Vert:13=-182 EXPIRES: 12-31-2019 April 24,2019 4 SNOW I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 250KiugCCA ir l92880 e Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments 1_1 I B04 Roof Special 10 1 K6021774 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:52 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-37bvvK7pu74rDS9f7RcjurNwC_xTpzEcMN VEnNzNXKr 6-10-8 1 6-10-813-9-0 6-10-8 3 Scale=1:35.1 4.' A. Po 4.00 12 9 3x4 8 Illdi000i0000i000llill.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIerlliIllIlliIllIllIllillIll1111111.1111111.1°111gllIll1111 2 • 7 3x5lli= 1 w :: r :2 eg .1 5 el 6 3x4 II 4x4 = 4 3x4 = 6-10-8 13-9-0 6-10-8 1 6-10-8 I Plate Offsets(X,Y)-- [1:Edge,0-1-0] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.04 4-5 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.26 Vert(TL) -0.07 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight 67 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. 3-4:2x4 DF No.2 REACTIONS. (lb/size) 4=538/0-3-8,6=538/0-3-8 Max Horz 6=255(LC 11) Max Uplift 4=-203(LC 14),6=-159(LC 10) Max Gray 4=646(LC 20),6=565(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-745/196,3-4=-279/136,1-6=-523/192 BOT CHORD 5-6=-359/360,4-5=-291/643 WEBS 2-4=-676/269,1-5=-71/474 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-7-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. ..S‘... `O P ROF rS 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. rl C 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �`Gb _`GINE". s'a 4=203,6=159. V\`. ,7 44 `r 89200PE yr 1 , OREGON Ix o �Oto 4k 14, 2P\ LI- EXPIRES: 12-31-2019 April 24,2019 I / WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml!-7473 rev.10/03/2015 BEFORE USE. r.r. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �µ a truss system.Before use,the building designer must verify the applicability of design parameters and property 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 fabncagon,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,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021775 18-DD1524 B06 Roof Special Girder 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:53 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-XB9H7g8ReQCircksh87yO2v7CODjYO41b1 FnJpzNXKq 11-2-4 11-10-31 17-8-0 I I11-2-4 0-7-15 5-9-12 Scale=1:29.8 4x8 4x7 = 3 X 4.00 12 8 2x3 I I 2 Agd 0 3x4 = 7 5x7 II 5 4x8 M18SHS I I 3x4 = I 3-10-8 41 1-1 I 17-8-0 5-8-12 3-10-8 0-2-12 7-10-0-0 Plate Offsets(X,Y)-- [3:0-3-8,0-1-12],[5:Edge,0-3-8],[6:0-4-8,0-1-12] 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 0.83 Vert(LL) -0.08 5-6 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(TL) -0.14 5-6 >999 180 M18SHS 220/195 TCDL 10.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.01 5 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:89 Ib FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, 3-4:2x4 DF No.2 except end verticals,and 2-0-0 oc purlins(4-0-13 max.):3-4. 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 3-7 4-5:2x4 DF No.2 REACTIONS. (lb/size) 5=1684/0-2-0,7=1455/0-5-8 Max Horz 7=160(LC 7) Max Uplift 5=-563(LC 7),7=-542(LC 6) Max Gray 5=1817(LC 24),7=1809(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-160/327,2-3=-102/341,3-4=-1638/544,4-5=-1335/420 BOT CHORD 6-7=-557/1594 WEBS 3-6=-88/531,2-7=-796/269,3-7=-2017/586,4-6=-578/1858 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;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 CG 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 `4D P D Ors 3)Unbalanced snow loads have been considered for this design. , G 4)Provide adequate drainage to prevent water ponding. „AV NG,i Ki r. � 6, 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G 'v„9 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 4t- 89200P E f 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 5=563,7=542. • 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. w� 014.- /� / 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)942 lb down and 300 lb up atMIMI ��r 11-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. i Cr 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). -y OREGONlth��(/ LOAD CASE(S) Standard G/0) •,r 1 4, yOATr 1)Dead+Snow(balanced):Lumberincrease=1.15,Plate Increase=1.15 MRR11.ti. Uniform Loads(plf) Vert:1-3=-70,3-4=-70,1-6=-10,5-6=-160(6=-150) Concentrated Loads(Ib) EXPIRES: 12-31-2019 Vert:6=-900(B) April 24,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MlI.7473 rev.10/03/2015 BEFORE USE. g 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 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 SCSI Building Component 250 Klug CirCA 92880 Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply3 Keyway-72nd Apartments 1a-W/1524 F1117F1117 Ron,C ti,l Kfi021776 M 11.1 1 Job Reference o tional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:54 2019 Page 1 ID:MD VpjRKp4JiRnh 12gnn9arzixgF-?NjfK093PkKZTm I2FseBzGSFEoclHyyvgh_LrFzNXKp 11-2-4 13-10-3 17-8-0 11-2-4 2-7-15 3-9-12 4 Scale=1:29.7 4x8 4x5 = 4.00 12 11 5 10 12 13 14 " ' 2x3 II 2 9 v ci 1 4 I2 3x4 = 8 7 3x4 = 3x4 = 6 3x4 I I 4-0-84- 11-2-4 11-11-4 17-8-0 4-0-8 0-1-12 7-0-0 0-9-0 5-8-12 Plate Offsets(X,Y)-- [3:0-4-0,0-1-12],[5:0-1-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof TCLL 25.0 Plate Grip DOL 1.15 TC 1.00 VertLL -0.03 7 >999 240 MT20 185/148 TCDLSnow=2 10)0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.05 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2o12/TPI2007 Matrix-R Weight:92 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(6-0-0 max.):3-5. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-6:2x4 DF No.2 WEBS 1 Row at midpt 3-8 REACTIONS. (lb/size) 6=597/0-2-0,8=968/0-3-8 Max Horz 8=192(LC 11) Max Uplift 6=-226(LC 11),8=-374(LC 10) Max Gray 6=701(LC 28),8=1430(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-404/387,2-3=-348/427,3-5=-811/412,5-6=-644/337 BOT CHORD 1-8=-277/405,7-8=-307/861 WEBS 3-7=-482/280,2-8=-711/248,3-8=-1274/675,5-7=-345/900 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-10-3,Exterior(2)11-6-2 to 15-9-1, Interior(1)15-9-1 to 17-6-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. �t ac O ❑,R Opt- 4)Provide adequate drainage to prevent water ponding. L`` U r rl 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �`CJ f�G NE'6n we, 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. V • /Ij 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) mak/ 6=226,8=374. 89200PE �< 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. - lar L440 REGON�� 4, 14, 2� 'FRRIL�- 4 EXPIRES: 12-31-2019 April 24,2019 4 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 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 Keyway-72nd Apartments K6021777 18-DD1524 B08 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:55 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-TaH1YMAhA2SQ4wtEoZ9QVT?RsBzVOQG22LkuOhzNXKo 11-2-41 15-10-3 I 17-8-0 I 11-2-4 4-7-15 1-9-12 Scale=1:32.4 4 6 2. v 4x8 % 3x5 = 4.00 12 3 II 7 r 12 o 2x3 II..01111.1..- I\ 2 11 n r re � 1 11. mi En 3x4 = 10 N. 3x4 = 8 3x4 II 3x4 = 4-0-8 4- 11-2-4 11-11-41 17-8-0 I 4-0-8 0-1-12 7-0-0 0-9-0 5-8-12 Plate Offsets(X,Y)-- [3:0-4-0,0-1-12],[7:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.03 9 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.24 Vert(TL) -0.04 9 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.01 8 n/a n/a BCLL 0.0 Code IBC2012ITPI2007 Matrix-R Weight:96 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x6 DF No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-7. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 HF Std WEBS 1 Row at midpt 3-10 REACTIONS. (lb/size) 8=520/0-2-0,10=914/0-3-8 Max Horz 10=206(LC 11) Max Uplift 8=-202(LC 14),10=-364(LC 10) Max Gray 8=628(LC 29),10=1356(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-394/391,2-3=-323/427,3-5=-660/227,5-7=-663/228,7-8=-578/210 BOT CHORD 1-10=-279/391,9-10=-202/706 WEBS 3-9=-382/168,2-10=-723/244,3-10=-1103/380,7-9=-208/729 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 15-10-3,Exterior(2)15-6-15 to 17-6-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 QED p ��FcS 3)Unbalanced snow loads have been considered for this design. t 4)Provide adequate drainage to prevent water ponding. �` GINE W 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 at joint(s)8. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) C� 89200PE 9y 8=202,10=364. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �� w . '9 OREGON�I, 4wQ �0 -ly14, 2o P-- MFR R10-0 EXPIRES: 12-31-2019 April 24,2019 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. MII 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job TrussTruss Type Qty Ply Keyway-72nd Apartments 111-13131574 809 Roof Special ,9 _ 1 K6021778 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:55 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-TaH1YMAhA2SQ4wtEoZ9QVT?SkI3zFOLN22Lku0hzNXKo 6-9-12 13-7-8 6-9-12 I 6-9-12 3 Scale=1:34.9 4.- A rall 4.00 12 9 3x4 8 2 IS • 7 3x5 = 1 M ille 1O 6 5 ,1 3x4 II 4x4 = 4 3x4 = 6-9-12 13-7-8 6-9-12 6-9-12 Plate Offsets(X,Y)-- [1:Edge,0-1-01 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 0.89 Vert(LL) -0.04 4-5 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(TL) -0.07 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:67 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. 3-4:2x4 DF No.2 REACTIONS. (lb/size) 4=533/0-2-0,6=533/0-3-8 Max Horz 6=253(LC 11) Max Uplift 4=-201(LC 14),6=-157(LC 10) Max Gray 4=639(LC 20),6=560(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-735/195,3-4=-276/135,1-6=-518/191 BOT CHORD 5-6=-356/356,4-5=-289/634 WEBS 2-4=-667/266,1-5=-70/468 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-5-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. ,ct QGD P RO pt- 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r`� C 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. `CO Gwl GIN -Fn t�'a 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,C Vy •, 2 4=201,6=157. `r' 89200PE �r- I . -374. ,4,OREGONNItr 114 /4gr14, 2P Oa MRRILk- EXPIRES: 12-31-2019 April 24,2019 1 k , 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' lilek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the c71i fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 0 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021779 18-DD1524 B10 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:56 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-xmrP IiAJxLaHi4S RMGgf2hXiRbJglgnBH?TSw8zNXKn 5-8-4 12-6-0 I51- I 6-9-12 Scale=1:34.9 3 4 ' A 4.00 12 9 3x4 -;--- 6 2 I 7 3x4 1 frilliiiiiiiiil l 1.11J1-1: ►, 5 t. 64 2x3 II 4x4 = 3x4 = 5-8-4 12-6-0 I5-8-4 I 6-9-12 Plate Offsets(X,Y)-- [1:0-1-8.0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.04 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(TL) -0.07 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:63 lb FT=0% BCDL 5.0 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. 3-4:2x4 DF No.2 REACTIONS. (lb/size) 4=488/0-2-0,6=488/0-5-8 Max Horz 6=251(LC 11) Max Uplift 4=-185(LC 14),6=-143(LC 10) Max Gray 4=580(LC 20),6=512(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-606/172,3-4=-275/141,1-6=-477/183 BOT CHORD 5-6=-333/303,4-5=-284/528 WEBS 2-4=-546/229,1-5=-97/474 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)1-3-4 to 4-3-4,Interior(1)4-3-4 to 13-5-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 �Q.EO P ti OFFS 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. tr 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. �Cj C NGINE /O 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,� 'c 'T .y9 4=185,6=143. (t • 89200PE Yr' • -.4ma /ice"' .• - OREGON 4/ 7G A. /Q�qY 14' ? + A. -6 EXPIRES: 12-31-2019 April 24,2019 9r..• ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 8111-7473 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 MiTek' building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing NliTek° 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 SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021780 18-DD1524 B12 Roof Special Girder 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:57 2019 Page 1 ID:M DVpjRKp4JiRnh 12gnn9arzixgF-PyPoz2Bxifi8KD 1 dw_Cubu4nt?bsUBCL WeD?SazNXKm 7-3-12 17-11-11 I 13-9-9 7-3-12 0-7-15 5-9-13 4x8 Scale=1:25.7 2 4x7 = 4.00 12 1 8 3 11.1111111.111110.111 7 5x6 M18SHS l I 1 m r: o p 5 4 6 4x5 = 5x8 4x8 M18SHS I I 8-0-12 13-9-9 8-0-12 I 5-8-13 Plate Offsets(X,Y)-- [2:0-3-12,0-1-12],[3:Edge,0-1-12],[4:Edge,0-3-8],[5:0-4-8,0-1-8],[6:0-2-4,0-2-0] TOL DING (psf) 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.07 4-5 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.50 Vert(TL) -0.13 4-5 >999 180 M18SHS 220/195 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:76 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 2-3:2x4 DF No.2 except end verticals,and 2-0-0 oc purlins(4-0-3 max.):2-3. 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 2-6 3-4:2x4 DF No.2,1-6:2x6 DF No.2 REACTIONS. (lb/size) 4=1726/0-2-0,6=1086/0-5-8 Max Horz 6=151(LC 9) Max Uplift 4=-569(LC 7),6=-332(LC 6) Max Gray 4=1838(LC 24),6=1254(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-750/215,2-3=-1726/560,3-4=-1357/427,1-6=-647/199 BOT CHORD 5-6=-566/1693 WEBS 2-5=-77/566,3-5=-593/1965,2-6=-1599/403 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. �cVs.‘"�� P R 11p ss 4)Provide adequate drainage to prevent water ponding. s. t! 5)All plates are MT20 plates unless otherwise indicated. ``G�(VE�� O 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. V` 4 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. • 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Q 89200P E- pr 4=569,6=332. 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)1001 lb down and 300 lb up at J/,.' 8-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. O rrr. • ' 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). -p ' OREGON �it 4(/ LOAD CASE(S) Standard /© r 4 1 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 14+ (P Q T Uniform Loads(pff) ER R Ly Vert:1-2=-70,2-3=-70,5-6=-10,4-5=-160(6=-150) O- & RI Loads(Ib) Veil:5=-900(B) EXPIRES: 12-31-2019 April 24,2019 4 __mi r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the !4 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply Keyway-72nd Apartments 1(6021781 v 18-DD1524 B13 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:58 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-t9yAAOCZTzq?xNcpUhj776dzcP?KDiDUkIyY_OzNXKI 7-0-4 9-8-3 13-6-1 II 17-0-4 2-7-15 3-9-13 3 Scale=1:25.4 4x8 4x5 = 4.00 12 2 4 10 111110,111111� 11 12 13 �� * 9 8 Tr 4x6 1 c� , 6 5 4x5 = 3x4 = 7 3x5 II I 7-0-4 1 7-9-4 13-6-1 7-0-4 0-9-0 5-8-13 Plate Offsets(X,Y)-- [1:0-0-10,0-1-12],[2:0-4-0,0-1-12],[4:0-1-12,0-2-0],[5:0-2-12,0-1-8],[7:0-2-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.02 6 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(TL) -0.04 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.01 5 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:78 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, BOT CHORD 2x6 DF No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-4. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-5:2x4 DF No.2,1-7:2x6 DF No.2 REACTIONS. (lb/size) 5=628/0-2-0,7=586/Mechanical Max Horz 7=183(LC 11) Max Uplift 5=-231(LC 11),7=-159(LC 10) Max Gray 5=734(LC 29),7=856(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-546/155,2-4=-877/511,4-5=-685/407,1-7=-516/163 BOT CHORD 6-7=-406/931 WEBS 2-6=-510/319,4-6=-460/973,2-7=-596/332 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 9-8-3,Exterior(2)7-4-2 to 11-7-1, Interior(1)11-7-1 to 13-4-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ��p PROF,- 4) R�FFs 3)Unbalanced snow loads have been considered for this design. 5)Providehis has adequate drainagesito orprevent water bottom ponding. eco- 011\14-,„, -4.) 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. Q 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4t. :92 OP r 5=aph i 7=159. 0 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ' -fly4-.16-.7.4},OREGON�� eta f4, 23Q'�- ifriRRiI.\- EXPIRES: 12-31-2019 April 24,2019 re. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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/TP/1 Quality Criteria,DSB-89 and BCS1 Building Component 250 Klug Circle Safety Information available from Twos Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments 1b-DD1524 B14 KG021782 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:58 2019 Page 1 ID:M DVpjRKp4JiRnh12gnn9arzixgF-t9yAAOCZTzq?xNcpUhj776dzQP?sDIXUklyY_OzNXKI 7-0-4I 11-8-3 13-6-1 7-0-4 4-7-15 I 1-9-13 3 5 Scale=1:31.3 2. mi 4.00 12 4x8 3x5 = 2 II e w _ Y _ �� V u 11 , 10 r 4X7 1 .11 i Ol ijai mm In Em Y 4x5 = 8 g 9 @ 3x4 = 7 3x4 I I I 7-0-4 7-9-4 13-6-1 7-0-4 l 0-9-0 5-8-13 I Plate Offsets(X,Y)-- [1:0-0-10,0-1-8],[2:0-4-0,0-1-12],[6:0-2-0,0-1-8],[9:0-2-0,0-2-0] TCLL LOADING (psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.02 8 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(TL) -0.03 8-9 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.48 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 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,and 2-0-0 oc purlins(6-0-0 max.):2-6. WEBS 2x4 HF Std`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-9:2x6 DF No.2 OTHERS 2x4 HF Std REACTIONS. (Ib/size) 7=553/0-2-0,9=530/Mechanical Max Horz 9=197(LC 11) Max Uplift 7=-210(LC 14),9=-149(LC 10) Max Gray 7=678(LC 29),9=780(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-554/150,2-4=-726/237,4-6=-729/238,6-7=-631/251,1-9=-528/172 BOT CHORD 8-9=-290/775 WEBS 2-8=-410/190,6-8=-232/800,2-9=-416/19 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 11-8-3,Exterior(2)11-4-15 to 13-4-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 <("(%E'3 pROp s 3)Unbalanced snow loads have been considered for this design. F 4)Provide adequate drainage to prevent water ponding. �'CO �GNGINFF9 0?, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. •7 A_ 6)Refer to girder(s)for truss to truss connections. �� o �3 !� 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 89200P E 1' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=210,9=149. / ..t/. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 2- ,,OREGON\b` A,Cr /O .9y 1 4, 20 P4 MFR R I0-8 EXPIRES: 12-31-2019 April 24,2019 4 A __ r WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 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 F 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' /liTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �r lS fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 0 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021783 18-DD1524 615 Jack-Closed 4 1 Job Reference(optional) • Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:39:59 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-MLWYNkDC EGysZXBO1PEMgJ980pLFy8kezyi6XTzNXKk 13-6-1 1 I 6-9 6 -0 -I9-0 Scale=1:34.9 3 4.- A 4.00 12 ro 10 3x4 % 9 2 8 0 7 3x5 = 1 r11011-11-11-11-11-16 .. • 5 '1 64 2x4 II 4x4 = 3x4 = 6-9-0 13-6-1 I6-9-0 I 6-9-0 Plate Offsets(X,Y)-- [1:Edge,0-1-0],[6:0-1-12,0-1-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.04 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.25 Vert(TL) -0.06 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:67 lb FT=0% BCDL 5.0 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. 3-4:2x4 DF No.2 REACTIONS. (lb/size) 6=528/Mechanical,4=528/0-2-0 Max Horz 6=253(LC 13) Max Uplift 6=-156(LC 10),4=-197(LC 10) Max Gray 6=554(LC 20),4=632(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-513/190,1-2=-718/192,3-4=-273/144 BOT CHORD 5-6=-358/351,4-5=-302/619 WEBS 1-5=-70/463,2-4=-653/259 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-4-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.00 ��p P R 0,A-t- 4) 3)Unbalanced snow loads have been considered for this design. t� - 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s 5)Refer to girder(s)for truss to truss connections. . �NGINE6- '0A- 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. �� 1,� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) G>v +,. gg`LOOP E . 6=156,4=197. 400) MI fir► y '�OREGON b, �i� �4 -9Y14, - P4 MFR RIO- EXPIRES: 12-31-2019 April 24,2019 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments 1$-DO1-5z4 816 ROOF SPECIAL GIRe - 2 Job Reference otional Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:00 2019 Page 1 ID:MDVpjR nhl2gnn9arzixgF-gX4wb3Dq?a4jBhmCb6lbCXiU7CUrheUnCcRf3vzNXKj 6-9-1 13 -6-1-6-1 6-9-0 MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. Scale=1:55.4 �A C� _� 2 �I �� J ILL2 thwu1 6 5 4 3x7 I I 3x9 I I 3x9 II 3x7 I I 4-0-8 10-1-11 3-4-8 31�f 6-9-1 9-5-9 9 f 13-6-1 3-4-8 0-4- I 2-e-9 I 2-8-8 0-4- I 34-6 I 0-4-0 0-4-2 Plate Offsets(X,Y)-- [1:0-2-4,0-2-8],[3:0-2-4,0-2-8],[4:Edge,0-5-8],[5:0-4-12,0-1-8],[6:0-4-12,0-1-8] LTCLL OADING (psf) 250 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.11 5-6 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.99 Vert(TL) -0.22 5-6 >714 180 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:349 lb FT=0% LUMBER- BRACING- ' TOP CHORD 2x6 DF No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-3, 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"Except* WEBS 1 Row at midpt 1-7,3-4 1-7,3-4:2x6 DF 1800F 1.6E,1-6,3-5:2x4 DF No.2 8-9,9-10,10-11,11-12,12-13:2x6 DF No.2 REACTIONS. (lb/size) 7=5219/0-3-8,4=5219/0-2-8 (req.0-3-0) Max Horz 7=-372(LC 4) Max Uplift 7=-1878(LC 4),4=-1878(LC 5) Max Gray 7=5415(LC 15),4=5622(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-4538/1558,1-2=-1720/572,2-3=-1643/572,3-4=-4670/1558 BOT CHORD 6-7=-305/266,5-6=-715/1776 WEBS 1-6=-1553/4641,2-6=-223/278,2-5=-223/278,3-5=-1553/4803 NOTES- 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. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 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 G PR c ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,`f(,?yD OF`ss 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; , 0.4G iNFF /� MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate •T /L grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.00 �� 89200PE �r 5)Provide adequate drainage to prevent water ponding. / 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Eile 7)WARNING:Required bearing size at joint(s)4 greater than input bearing size. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=1878,4=1878. y OREGON 4,r G 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard /0 A�I r 14, 2O 14 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Mt F?R I Ltd Uniform Loads(plf) X77 rl Vert:1-3=-70,4-7=-730(F=-720) EXPIRES: 12-31-2019 April 24,2019 A. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notmit 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 IVI and permanent bracing i lek 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 Keyway-72nd Apartments K6021785 Y 18-DD1524 B17 Roof Special Girder 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:00 2019 Page 1 ID:MDVp1RKp4JiRnh12gnn9arzixgF-gX4wb3Dq?a4jBhmCb6lbCXil7CbGhe4nCcRf3vzNXKj 7-3-12 7-11-11 13-11-0 II 7-3-12 I0-7-15[ 5-11-5 Scale=1:25.9 4x8 % 4x6 = 2 4.00 12 IX' 3 7 /A 5x8 M18SHS II IF/ 71 1 II0 5 4x7 I I 4 6 4x5 = 4x8 M18SHS II 8-0-12I 13-11-0I I8-0-12 5-10-4 Plate Offsets(X,Y)-- [2:0-3-12,0-1-12],[3:Edge,0-2-0],[4:Edge,0-3-8],[5:0-4-8,0-1-12],[6:0-2-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.07 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.52 Vert(TL) -0.14 4-5 >999 180 M18SHS 220/195 TCDL 10.0 Rep Stress Ina NO WB 0.55 Horz(TL) 0.02 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:78 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 2-3:2x4 DF No.2 except end verticals,and 2-0-0 oc purlins(3-10-9 max.):2-3. 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 2-6 1-6:2x6 DF No.2,2-5,2-6:2x4 HF Std REACTIONS. (lb/size) 4=1738/0-3-8,6=1102/0-5-8 Max Horz 6=151(LC 7) Max Uplift 4=-573(LC 7),6=-336(LC 6) Max Gray 4=1855(LC 24),6=1269(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-745/214,2-3=-1765/571,3-4=-1367/430,1-6=-645/198 BOT CHORD 5-6=-578/1729 WEBS 2-5=-82/581,3-5=-602/1997,2-6=-1651/419 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ��EQ P R�� 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 'S stS 5)All plates are MT20 plates unless otherwise indicated. `Cj �NGI I /�A_ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��? 4- 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �, ; Job Truss Truss Type Qty Ply Keyway-72nd Apartments K8021786 1$-DD1524 B18 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:02 2019 Page 1 I D:MDVpjRKp4JiRnhl2gnn9arzixgF-mwCh01F4XBLQQ?wajXn3HyncLOLm9TJ4fwwm7nzNXKh I 7-0-5 I 9-8-4 13-7-9 7-0-5 2-7-15 3-11-5 3 Scale=1:26.6 4x8 4.00 12 4x8 M18SHS = 2 M M W/ 4 10 9 ,e011111111111 1.1 12 13 1 - 8 4x6 NI. 1 i ' c5 L2—' . 1 F 4x5 = 6 7 3x4 = 5 3x6 II 7-0-5 7-9-5I 13-7-9 7-0-5 0-9-0 5-10-4 Plate Offsets(X,Y)-- [1:0-0-10,0-1-12],[2:0-3-12,0-1-12],[5:0-3-0,0-0-8],[7:0-2-0,0-2-0] TCLL LOADING (psf) 5 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 0.99 Vert(LL) -0.03 6 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.26 Vert(TL) -0.04 6-7 >999 180 M18SHS 185/148 BCLL 0.0 Rep Stress lncr YES WB 0.88 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight 79 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(3-8-11 max.):2-4. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-5:2x4 DF No.2,1-7:2x6 DF No.2 REACTIONS. (lb/size) 5=773/0-3-8,7=646/Mechanical Max Horz 7=183(LC 11) Max Uplift 5=-230(LC 11),7=-160(LC 10) Max Gray 5=865(LC 29),7=915(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-529/165,2-4=-1001/518,4-5=-805/404,1-7=-495/174 BOT CHORD 6-7=-413/1059 WEBS 2-6=-566/318,4-6=-464/1064,2-7=-755/339 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 9-8-4,Exterior(2)7-4-3 to 11-7-1, Interior(1)11-7-1 to 13-5-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. �`Q to PROF ss 4)Provide adequate drainage to prevent water ponding. `` >� 5)All plates are MT20 plates unless otherwise indicated. , 1‘AG IN4. /O 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. '' •7 i1_ 7)Refer to girder(s)for truss to truss connections. -fes 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Q 89200PE 9� 5=230,7=160. ... 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. / /10°F..,+0.... 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)276 lb down and 172 lb up at , • ,' 9-9-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. Q LOAD CASE(S) Standard T - it..OREGON.7 kALU 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /Q -9r 14, ?S ., r Uniform Loads(plf) Vert:1-2=-70,2-3=70,2-4=-70,5-7=-10 ERRIL\-0P Concentrated Loads(Ib) Vert:11=-195 EXPIRES: 12-31-2019 April 24,2019 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not n 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 [Ariel(' is always required for stability and to prevent collapse web 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/f 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,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021787 18-DD1524 619 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:03 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-E6m3D5Gi IVTH28UnGFJ Ig9KpWQigu_7DuagJgEzNXKg 11-8-4 13-7-9 I11-8-4 I 1-11-5 Scale=1:31.5 3 5 2. C 4.00 12 4x8 % II 3x6 = 2 *II. r/ 6 11 10 rt ii- 4.6 xr 1 M �, 8 4x5 = 0 9 3x4 = 7 3x4 II 7-9-5 13-7-9 II 7-9-5 I 5-10-4 Plate Offsets(X,Y)-- [1:0-0-10,0-1-12],[2:0-4-0,0-1-12],[6:Edge,0-1-8],[7:0-1-12,0-0-8],[9:0-2-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.03 8 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.22 Vert(TL) -0.04 8-9 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.01 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:83 lb FT=0% BCDL 5.0 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,and 2-0-0 oc purlins(5-3-13 max.):2-6. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-7:2x4 DF No.2,1-9:2x6 DF No.2 OTHERS 2x4 HF Std REACTIONS. (lb/size) 7=732/0-3-8,9=561/Mechanical Max Horz 9=197(LC 11) Max Uplift 7=-209(LC 14),9=-151(LC 10) Max Gray 7=871(LC 29),9=816(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-548/154,2-4=-798/240,4-6=-802/241,6-7=-809/251,1-9=-518/177 BOT CHORD 8-9=-294/850 WEBS 2-8=-426/188,6-8=-229/806,2-9=-504/22 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 11-8-4,Exterior(2)11-5-0 to 13-5-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 vat° PR OFt- 4) rovideUnbalanced snow loads have been t consideredpnfor this design. ., ! &%N 'IE s4" 4)Provide adequate drainage to prevent water ponding. V ,7 -!/ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girders)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) 89200P E 7=209,9=151. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /^"": 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)290 lb down and 165 lb up at --421PIP 11-9-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. Q (c' OREGON •rtt LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Gam©'if�rk 14, VSO vzr Uniform Vert:Loads 1-2I-70,2-3=-70,3-5=-120,4-12=-120,6-12=-70,7-9=-10 FFI R 1l-k- v Concentrated Loads(Ib) Vert:12=-182 EXPIRES: 12-31-2019 April 24,2019 / ..... 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 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/TRH 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 Keyway-72nd Apartments K6021788 - '1 -DD1524- B20 Jack-Closed 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:03 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-E6m3D5GilVTH28UnGFJ Ig9KpiQi7uyLDuagJgEzNXKg 6-9-13 13-7-9 6-9-13 6-9-13 3 Scale=1:35.1 4 , el PIP All 4.00 12 10 3x4 9 2 8 A • 7 3x5 1 ;11 .1..........12 6 5 ICI 4 3x4 II 4x4 = 3x4 = 6-9-13I 13-7-9 6-9-13 6-9-13 Plate Offsets(X,Y)-- [1:Edge,0-1-0] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.04 4-5 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(TL) -0.07 4-5 >999 180 BCLL 0.0 Rep Stress InaYES WB 0.77 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:67 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. 3-4:2x4 DF No.2 REACTIONS. (lb/size) 6=534/Mechanical,4=534/0-3-8 Max Horz 6=255(LC 11) Max Uplift 6=-157(LC 10),4=-199(LC 10) Max Gray 6=560(LC 20),4=639(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-518/191,1-2=-728/193,3-4=-276/145 BOT CHORD 5-6=-361/355,4-5=-304/628 WEBS 1-5=-71/469,2-4=-662/263 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-5-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 c 3)Unbalanced snow loads have been considered for this design. '�(o�c0 PROpj- 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 61 5)Refer to girder(s)for truss to truss connections. �5 GNGINE F /0 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,C V •T 2 6=157,4=199. 89200PE �r :4F 7 St- 4 OREGON ,44 ezr MFR R l l.\- EXPIRES: 12-31-2019 April 24,2019 i i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AMI-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 MI F 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 Duality 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 Keyway-72nd Apartments K6021789 18-DD1524 CO1 JACK-CLOSED GIRDER 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:04 2019 Page 1 ID:MDV pj RKp4JiRnh12gnn9arzixgF-iIKRRRGK3pb8f13zgygXN NszSgtgdOSN7EPtCgzNXKf 6-8-5 13-4-10 I6-8-5 I 6-8-5 Scale=1:41.7 3 4x 4.00 12 WI 2x3 I I 9 2 8 /� o <b 3x8 0 1 i M 4 4x5 = IIIII �� 5 _._..6.. _____..___ —_.. o 5x8 M18SHS = 6x8 = N N VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS(BEARINGS). 8 7 6-8-5 13-4-10 6-8-5 6-8-5 Plate Offsets(X,Y)-- [1:0-3-12,0-1-8],[3:Edge,0-1-8],[4:0-2-8,Edge],[5:0-2-0,0-4-12],[6:0-0-0,0-2-0] 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 0.95 Vert(LL) -0.13 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.94 Vert(TL) -0.25 4-5 >635 180 M18SHS 220/195 TCDL 10.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.24 7 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:82 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. 1-6:2x6 DF No.2,1-5,2-5:2x4 HF Std WEBS 1 Row at midpt 3-7,3-5 REACTIONS. (lb/size) 6=2082/0-3-4,7=2082/0-2-4 Max Horz 6=155(LC 6) Max Uplift 6=-577(LC 6),7=-671(LC 6) Max Gray 6=2160(LC 22),7=2183(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-1308/373,1-2=-2512/641,2-3=-2500/736,4-7=-2183/671,3-4=-1447/482 BOT CHORD 5-6=-414/809 WEBS 1-5=-326/1537,2-5=-496/246,3-5=-926/2937 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left 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=1.00 3)Unbalanced snow loads have been considered for this design. PROF 4)All plates are MT20 plates unless otherwise indicated. `"�c,D P ROFF� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,c` U 6)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �j` {�GINE k� �/4_ capacity of bearing surface. V v 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. n 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 'NC— ;.9200P 6=577,7=671. // 9)Girder carries tie-in span(s):14-0-0 from 0-0-0 to 13-4-10 / 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). '` • r 10 LOAD CASE(S) Standard 4,OREGON �4C✓¢ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ,Q �b\ Uniform Loads(plf) Q Y 1 4, is Vert:1-3=-70,4-6=-250(6=-240) / rRR,`- T EXPIRES: 12-31-2019 April 24,2019 1 mom A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. MII 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 Niek° 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 Keyway-72nd Apartments K6021790 t-DD1524 CO2 Jack-Closed 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:07 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-7t?a3TJDLjzjWmoYV4NE ?UZ012HgocppCeXp?zNXKc I 6-9-7 17-11-1 I 13-6-14 6-9-7 1-1-10 5-7-13 3 Scale=1:34.5 r 4.00 12 3x4 9 2 8 el • 7 4x5 = 1 PP' �/ ►� 5 6 4 3x4 = 2x3 II 3x4 = 5-7-7 6-9-7 13-6-14 5-7-7 I 1-2-0 6-9-7 Plate Offsets(X,Y)-- [1:Edge,0-1-12],[4:0-1-12,0-1-8],[5:0-1-12,0-1-8] TOL DING (psf)5.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.08 4-5 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.30 Vert(TL) -0.14 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:65 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 9-9-9 oc bracing. 1-6:2x4 DF No.2 REACTIONS. (lb/size) 6=531/0-5-8,4=531/Mechanical Max Horz 6=251(LC 11) Max Uplift 6=-157(LC 10),4=-198(LC 10) Max Gray 6=559(LC 20),4=639(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-527/185,1-2=-674/170 BOT CHORD 5-6=-407/399,4-5=-289/568 WEBS 2-4=-666/274,1-5=0/300 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-5-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. C ncD PROp- 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V`! C 5)Refer to girder(s)for truss to truss connections. �� G``G�N�F t�s/O 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �G/� V``� /L 6=157,4=198. $9200PE 7< -0, fJ► • ,,OREGON\b, 41L4 '4 -9)' 14, 2� f.3"` RiiiRILA-0 EXPIRES: 12-31-2019 April 24,2019 4 ®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 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 MiTek" 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,OSB-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 Oty Ply Keyway-72nd Apartments K6021791 18-DD1524 CO3 Jack-Closed 9 1 r Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:08 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-b4ZyGpKr615a8wNk3ouTXD1kKROeZFPy25N4LRzNXKb 11-9-9 17-5-6 I11-9-9 I 5-7-13 Scale=1:34.5 4 1 Irlirilli 4.00 12 3x4 3 10 9 3x4 ------ ,iiiiiillIll 2 8 13. 1 M � Y� Y 3x4 =O ►� 6 5 7 3x4 = 3x4 = 2x3 II 3-10-8 41-0 9-5-15 17-5-6 3-10-8 0-2-12 5-4-11 7-11-7 Plate Offsets(X,Y)-- [6:0-1-12,0-1-8] 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 0.64 Vert(LL) -0.08 5-6 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(TL) -0.15 5-6 >999 180 TCDL 10.0 Rep Stress lncr YES WB 0.59 Horz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:75 lb FT=0% BCDL 5.0 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. REACTIONS. (lb/size) 5=483/Mechanical,7=902/0-5-8 Max Horz 7=259(LC 11) Max Uplift 5=-173(LC 10),7=-367(LC 10) Max Gray 5=629(LC 20),7=948(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-392/314,2-3=-581/95 BOT CHORD 1-7=-232/385,6-7=-349/395,5-6=-211/538 WEBS 2-7=-890/403,3-5=-628/233,2-6=-309/725 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-3-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. `Q�D P p O�C 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. T/`` R C 5)Refer to girder(s)for truss to truss connections. �'` !Y GINE t9 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) SCJ V\`� !� 5=173,7=367. K- 89200PE` ��` • 01F / . 74. ,�OREGON\� /....,,CC #.0 ' 14, 2 P4 MSR R10- EXPIRES: 12-31-2019 April 24,2019 • e wre A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Mil 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 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/TRH 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 Keyway-72nd Apartments • K6021702 1 -DD1524 CGA01 Roof Special Girder 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:09 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-3G7KU8KTtLDRm3yxdVPi4Qatlydallv6G W7ettzNXKa 5-10-1 11-3-1 16-8-1 5-10-1 5-5-0 5-5-0 26-2 01 Scale=1:40.8 4x6 = 4x12 = 2.83 12 6 3x4 5 13 3x4 17 23x4 = 4 1516 .� °D 2x3 � 3 0 0 4 14 / o — 3x5 = 18 19 20 11 21 10 22 9 8 7 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 II 8-2-118 13-11-9 19-4-9 22-10-1 8-2-11 0--4 5-5-0 5-5-0 3-5-8 Plate Offsets(X,Y)-- [1:0-1-7,Edgej,[6:0-3-8,0-2-4] TCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.09 8-10 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.76 Vert(TL) -0.17 8-10 >999 180 BCLL 0.0 Rep Stress InaNO WB 0.44 Horz(TL) 0.10 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:202 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. 6-7:2x4 DF No.2 OTHERS 2x6 DF No.2 REACTIONS. (lb/size) 1=1188/Mechanical,11=2887/0-7-12,13=1870/0-3-6 Max Horz 11=166(LC 7) Max Uplift 11=-850(LC 6),13=-563(LC 10) Max Gray 1=1188(LC 1),11=3002(LC 17),13=2036(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-459/1526,4-5=-1406/346,5-6=-1144/310,7-12=-155/541,6-12=-155/541 BOT CHORD 10-11=-161/632,8-10=-322/1357 WEBS 6-8=-493/1736,5-8=-566/127,4-10=-226/962,4-11=-2862/788,2-11=-1679/644, 6-13=-2179/602 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:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. QQD 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 '`�(,T``GG O P ROFFsS ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �Cj NGINFF /O 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; _c„.;\ � •T 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 :92 OP 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify -f7L 47 OREGON IC/ capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) < '9Y S'(:\ P 11=850,13=563. O p14, 10)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building +6- designer must review loads to verify that they are correct for the intended use of this truss. EXPIRES: 12-31-2019 April 24,2019 Continued on.Daoe 2... WARNING-V mom 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 �x 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 !Ariel(' IjTel!l(' 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 SafetyInformation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K602179, 18-DD1524 CGA01 Roof Special Girder 2 �f L Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:09 2019 Page 2 ID:M DVpjRKp4JiRnh12gnn9arzixgF-3G7KU8KTtLDRm3yxdVPi4Qatlydallv6G W7ett2NXKa NOTES- 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)61 lb down and 20 lb up at 2-5-12,61 lb down and 20 lb up at 2-5-12, 129 lb down and 42 lb up at 5-3-11,129 lb down and 42 lb up at 5-3-11,219 lb down and 72 lb up at 8-1-10,and 219 lb down and 72 lb up at 8-1-10,and 100 lb down and 33 lb up at 10-11-9 on top chord,and 9 lb down and 3 lb up at 2-5-12,9 lb down and 3 lb up at 2-5-12,18 lb down and 6 lb up at 5-3-11,18 lb down and 6 lb up at 5-3-11,85 lb down and 28 lb up at 8-1-10,85 lb down and 28 lb up at 8-1-10,62 lb down and 20 lb up at 10-11-9,109 lb down and 36 lb up at 13-9-8,158 lb down and 52 lb up at 13-9-8,233 lb down and 77 lb up at 16-7-7,295 lb down and 97 lb up at 16-7-7,343 lb down and 113 lb up at 19-5-6,419 lb down and 138 lb up at 19-5-6, and 538 lb down and 177 lb up at 22-2-13,and 915 lb down at 0-0-12 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:1-6=-70,1-7=-10 Concentrated Loads(Ib) Veil:7=-531(B)1=-915(F)8=-753(F=-339,B=-414)10=-264(F=-108,B=-156)4=-99(B)2=-254(F=-127,B=-127)14=-120(F=-60,B-60)15=-432(F=-216,B=-216) 18=-18(F=-9,B=-9)19=-36(F=-18,B=-18)20=-168(F=-84,B=-84)21=-61(B)22=-521(F=-230,B=-291) 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-58,1-7=10 Concentrated Loads(Ib) Vert:7=-448(B)1=-915(F)8=-635(F=-286,B=-349)10=-223(F=-91,B=-132)4=-84(B)2=-214(F=-107,B-107)14=-101(F=-51,B-51)15=-365(F=-182,B=-182) 18=-15(F=-8,B=-8)19=-30(F=-15,B=-15)20=-142(F=-71,B=-71)21=-51(B)22=-440(F=-194,B=-246) 3)Dead+0.75 Snow(Unbal.Left)Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-58,6-17=-80,1-7=-10 Concentrated Loads(Ib) Vert:7=-448(B)1=-915(F)8=635(F=-286,B=-349)10=-223(F=-91,B=-132)4=-84(B)2=-214(F=-107,(3=-107)14=-101(F=-51,B=-51)15=-365(F=-182,B=-182) 18=-15(F=-8,B=-8)19=-30(F=-15,B=-15)20=-142(F=-71,B=71)21=-51(B)22=-440(F=-194,B=-246) 4)Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-31,1-7=-10 Concentrated Loads(Ib) Vert:7=-274(6)1=-915(F)8=-388(F=-175,B=-213)10=-136(F=-56,B=-80)4=-51(B)2=-131(F=-65,B=-65)14=-62(F=-31,B=-31)15=-223(F=-111,B=-111) 18=-9(F=-5,B=-5)19=-19(F=-9,B=-9)20=-87(F=-43,B=-43)21=-31(B)22=-269(F=-119,B=-150) 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-20,1-7=-30 Concentrated Loads(Ib) Vert:7=-332(B)1=-915(F)8=-471(F=-212,B=-259)10=-165(F=-68,B=-98)4=-62(B)2=-159(F=-79,B=-79)14=-75(F=-38,B=-38)15=-270(F=-135,B=-135) 18=-11(F=-6,B=-6)19=-23(F=11,B=-11)20=-105(F=-53,B=-53)21=-38(B)22=-326(F=-144,B=-182) 6)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p8) Vert:1-16=33,6-16=20,1-7=-6 Horz:1-16=-41,6-16=-29,7-12=18 Concentrated Loads(Ib) Vert:7=177(B)1=-915(F)8=251(F=113,B=138)10=88(F=36,B=52)4=33(B)2=85(F=42,B=42)14=40(F=20,B=20)15=144(F=72,8=72)18=6(F=3,8=3) 19=12(F=6,B=6)20=56(F=28,B=28)21=20(B)22=174(F=77,B=97) 7)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=18,6-16=12,1-7=-6 Horz:1-16=-26,6-16=-20,7-12=-12 Concentrated Loads(Ib) Vert:7=78(B)1=-915(F)8=111(F=50,B=61)10=39(F=16,B=23)4=15(B)2=38(F=19,B=19)14=18(F=9,B=9)15=64(F=32, B=32)18=3(F=1,B=1)19=5(F=3,B=3)20=25(F=12,B=12)21=9(3)22=77(F=34,13=43) 8)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=9,6-16=-3,1-7=-10 Horz:1-16=-29,6-16=-17,7-12=6 Concentrated Loads(Ib) Vert:7=-319(B)1=-915(F)8=-452(F=-204,B=-249)10=-159(F=-65,B=-94)4=-59(B)2=-153(F=-76,B=-76)14=-72(F=-36, B=-36)15=-260(F=-130,B=-130)18=-11(F=-5,(3=-5)19=-22(F=-11,B=-11)20=-101(F=-50,B=-50)21=-37(B) 22=-313(F=-138,6=-175) 9)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p8) Vert:1-16=-6,6-16=-12,1-7=-10 Horz:1-16=-14,6-16=-8,7-12=-24 Concentrated Loads(Ib) Vert:7=-238(B)1=-915(F)8=-338(F=-152,B=-186)10=-119(F=-48,B=-70)4=-44(B)2=-114(F=-57,B=-57)14=-54(F=-27, B=-27)15=-194(F=-97,B=-97)18=-8(F=-4,B=-4)19=-16(F=-8,13=-8)20=-75(F=-38,B=-38)21=-27(B)22=-234(F=-103, B=-131) 10)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=33,6-16=20,1-7=-6 Horz:1-16=-41,6-16=-29,7-12=15 Concentrated Loads(Ib) Vert:7=177(B)1=-915(F)8=251(F=113,B=138)10=88(F=36,B=52)4=33(8)2=85(F=42,B=42)14=40(F=20,B=20) 15=144(F=72,B=72)18=6(F=3,B=3)19=12(F=6,B=6)20=56(F=28,B=28)21=20(8)22=174(F=77,B=97) 11)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Continued on oaoe 3 A 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 R building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing (4iTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type YP Qty Ply Keyway-72nd Apartments K6021792 - 113-DD1524 CGA01 Roof Special Girder 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:09 2019 Page 3 ID:MDVpj RKp4JiRnh 12gnn9arzixgF-3G7KU8KTtLDRm3yxdV Pi4Qatlydallv6G W7ettzNXKa LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-6=10,1-7=-6 Horz:1-6=-18,7-12=-7 Concentrated Loads(Ib) Vert:7=31(B)1=-915(F)8=44(F=20,B=24)10=15(F=6,B=9)4=6(B)2=15(F=7,B=7)14=7(F=3,B=3)15=25(F=13,B=13)18=1(F=1,B=1)19=2(F=1,B=1) 20=10(F=5,B=5)21=4(B)22=30(F=13,B=17) 12) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=20,1-7=-6 Horz:1-6=-29,7-12=15 Concentrated Loads(Ib) Vert:7=94(13)1=-915(F)8=134(F=60,13=73)10=47(F=19,B=28)4=18(B)2=45(F=23,B=23)14=21(F=11,B=11)15=77(F=38,13=38)18=3(F=2,13=2)19=6(F=3, B=3)20=30(F=15,6=15)21=11(B)22=92(F=41,B=52) 13)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=10,1-7=-6 Horz:1-6=-18,7-12=-7 Concentrated Loads(Ib) Veil:7=31(B)1=-915(F)8=44(F=20,13=24)10=15(F=6,B=9)4=6(B)2=15(F=7,B=7)14=7(F=3,B=3)15=25(F=13,B=13)18=1(F=1,B=1)19=2(F=1,B=1) 20=10(F=5,13=5)21=4(8)22=30(F=13,B=17) 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=9,6-16=-3,1-7=-10 Horz:1-16=-29,6-16=-17,7-12=4 Concentrated Loads(Ib) Vert:7=-302(B)1=-915(F)8=-428(F=-193,B=-235)10=-150(F=-61,B=-89)4=-56(B)2=-144(F=-72,B=-72)14=-68(F=-34,B=-34)15=-245(F=-123,B=-123) 18=-10(F=-5,B=-5)19=-20(F=-10,B=-10)20=-95(F=-48,B=-48)21=-35(B)22=-296(F=-131,8=-165) 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-14,1-7=-10 Horz:1-6=-6,7-12=-19 Concentrated Loads(Ib) Vert:7=-238(B)1=-915(F)8=-338(F=-152,B=-186)10=-119(F=-48,B=-70)4=-44(B)2=-114(F=-57,B=-57)14=-54(F=-27,B=-27)15=-194(F=-97,B=-97) 18=-8(F=-4,B=-4)19=16(F=-8,B=-8)20=-75(F=-38,B=-38)21=-27(B)22=-234(F=-103,B=-131) 16) Dead+Snow on Overhangs:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-6=-20,1-7=-10 Concentrated Loads(Ib) Vert:7=-199(B)1=-915(F)8=-282(F=-127,B=155)10=-99(F=-41,B=-59)4=-37(B)2=-95(F=-48,B=-48)14=-45(F=-23,B=-23)15=-162(F=-81,B=-81) 18=-7(F=-3,B=-3)19=-14(F=-7,B=-7)20=-63(F=-32,B=-32)21=-23(B)22=-195(F=-86,B=-109) 17)Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-70,6-17=-100,1-7=-10 Concentrated Loads(Ib) Veil:7=-531(B)1=-915(F)8=-753(F=-339,B=-414)10=-264(F=-108,B=-156)4=-99(B)2=-254(F=-127,B=-127)14=-120(F=-60,B=-60)15=-432(F=-216,B=-216) 18=-18(F=-9,B=-9)19=-36(F=-18,B=-18)20=-168(F=-84,B=-84)21=-61(B)22=-521(F=-230,B=-291) 18)Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Veil:1-6=-35,1-7=-10 Concentrated Loads(Ib) Vert:7=-299(B)1=-915(F)8=-424(F=-191,B=-233)10=-149(F=-61,B=-88)4=-56(B)2=-143(F=-71,B=-71)14=-68(F=-34, B=-34)15=-243(F=-122,B=-122)18=-10(F=-5,B=-5)19=-20(F=-10,B=-10)20=-95(F=-47,B=-47)21=-34(B) 22=-293(F=-129,6=-164) 19)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 - Uniform Loads(plf) Vert:1-6=-20,1-7=-10 Concentrated Loads(Ib) Vert:7=-199(B)1=-915(F)8=-282(F=-127,B=-155)10=-99(F=-41,B=-59)4=-37(B)2=-95(F=-48,B=-48)14=-45(F=-23, B=-23)15=-162(F=-81,B=-81)18=-7(F=-3,B=-3)19=-14(F=-7,B=-7)20=-63(F=-32,B=-32)21=-23(B)22=-195(F=-86, B=-109) 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-36,6-16=-45,1-7=-10 Horz:1-16=-22,6-16=-13,7-12=5 Concentrated Loads(Ib) Vert:7=-538(B)1=-915(F)8=-763(F=-343,B=-419)10=-267(F=-109,6=-158)4=-100(B)2=-257(F=-129,B=-129) 14=-122(F=-61,B=-61)15=-438(F=-219,B=-219)18=-18(F=-9,B=-9)19=-36(F=-18,B=-18)20=-170(F=-85,B=-85) 21=-62(B)22=-528(F=-233,B=-295) 21) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-16=-47,6-16=-51,1-7=-10 Horz:1-16=-11,6-16=-6,7-12=-18 4 Continued on owe 4. 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 propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021792 18-DD1524 CGA01 Roof Special Girder 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:09 2019 Page 4 ID:M DVpj RKp4JiRnh12gnn9arzixgF-3G7KU8KTtLDRm3yxdV Pi4QatIrdallv6G W7ettzNXKa LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7=-477(B)1=-915(F)8=-677(F=-305,13=-372)10=-237(F=-97,B=-140)4=-89(B)2=-228(F=-114,6=-114)14=-108(F=-54,B=-54)15=-388(F=-194,B=-194) 18=-16(F=-8,B=-8)19=-32(F=-16,B=-16)20=-151(F=-76,B=-76)21=-55(B)22=-468(F=-207,B=-262) 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-36,6-16=-45,1-7=-10 Horz:1-16=22,6-16=-13,7-12=3 Concentrated Loads(Ib) Veil:7=-525(B)1=-915(F)8=-744(F=-335,B=-409)10=-261(F=-107,B=-154)4=-98(B)2=-251(F=-126,B-126)14=-119(F=-59,B-59)15=-427(F=-214,B=-214) 18=-18(F=-9,B=-9)19=-36(F=-18,B=-18)20=-166(F=-83,B=-83)21=-60(B)22=-515(F=-227,B=-288) 23)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-6=53,1-7=-10 Horz:1-6=-5,7-12=-14 Concentrated Loads(Ib) Vert:7=-477(B)1=915(F)8=-677(F=-305,B=-372)10=-237(F=-97,B=-140)4=-89(B)2=-228(F=-114,B=-114)14=-108(F=-54,B=-54)15=-386(F=-194,B=-194) 18=-16(F=-8,B=-8)19=-32(F=-16,B=-16)20=-151(F=-76,B=-76)21=-55(B)22=-468(F=-207,B=-262) 24) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-60,1-7=-10 Concentrated Loads(Ib) Vert:7=-465(B)1=-915(F)8=-659(F=-297,B=-362)10=-231(F=-95,B=-137)4=-87(B)2=-222(F=-111,B=-111)14=-105(F=-53,B=-53)15=-378(F=-189,B=-189) 18=-16(F=-8,B=-8)19=-32(F=-16,B=-16)20=-147(F=-74,B=-74)21=-53(B)22=-456(F=-201,B=-255) a r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' ekrt 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 Keyway-72nd Apartments K6021793 18-DD1524 'CGB01 DIAGONAL HIPGIRDER 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:10 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-XShihUL5eeLINDX7BDxxce6?j EzI1 CkFVAsB Q KzNXKZ I 5-5-5 I 12-0-0 i 16-9-1 21-0-12 i 25-1-2 5-5-5 6-6-11 4-9-1 4-3-11 4-0-6 2.8312 Scale=1:41.5 8 3x4 I6 7 0 6 2x3 I I 5 15 3x4 14 4 co 2x3 \\ w d ry m 3x5 13 /111111111 . A 2 3 III 12 � m1 _ _ Ct ___22, tr imilaw, 6 3x4 = 16 17 — 18 10 19 20 11 9 3x5 = 4x4 = 3x5 = 5-8-10 5-1,0i-6 10-1-10 i 16-9-1 5-8-10 0-1'-'12 4-3-4 6-7-7 Plate Offsets(X,Y)-- [3:0-2-0,0-1-8],[9:0-2-0,0-1-8],[10:0-1-12,0-1-8],[11:0-2-0,0-2-8] TCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.11 9-10 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.76 Vert(TL) -0.24 9-10 >534 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:81 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, 1-6:2x4 DF No.1&Btr except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 4-8-13 oc bracing. WEBS 2x4 HF Std*Except* 5-9,3-10:2x4 DF No.2 REACTIONS. All bearings Mechanical except(jt=length)9=Mechanical,11=0-7-12,7=0-1-8. (Ib)- Max Horz 11=180(LC 7) Max Uplift All uplift 100 lb or less at joint(s)8,7 except 9=-215(LC 10),11=-990(LC 6) Max Gray All reactions 250 lb or less at joint(s)8 except 9=924(LC 17),11=2731(LC 1),7=393(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-622/1352,2-3=-756/1721,3-4=-513/24,5-9=-426/92 BOT CHORD 1-11=-1228/614,10-11=-1685/685,9-10=-123/491 WEBS 3-11=-1475/458,4-9=-495/159,4-10=-333/180,3-10=-685/2112,2-11=-1051/444 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. �Ca�D PR OF �s 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� V G►NEF 1 5)Refer to girder(s)for truss to truss connections. 6)Refer to girder(s)for truss to truss connections. A_ 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. .C/ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,7 except(jt=lb) 4c 89200PE "Y.... 9=215,11=990. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)7. n'allIP /„^...- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)142 lb down and 47 lb up at •/#2 _ 2-7-6,142 lb down and 47 lb up at 2-7-6,294 lb down and 97 lb up at 5-5-5,294 lb down and 97 lb up at 5-5-5,71 lb down and Ce 23 lb up at 8-3-4,71 lb down and 23 lb up at 8-3-4,and 101 lb down and 33 lb up at 11-1-3,and 101 lb down and 33 lb up at OREGON <(,J� 11-1-3 on top chord,and 30 lb down and 10 lb up at 2-7-6,30 lb down and 10 lb up at 2-7-6,61 lb down and 20 lb up at 5-5-5,61 `� rLJq \11‘ i lb down and 20 lb up at 5-5-5,91 lb down and 30 lb up at 8-3-4,91 lb down and 30 lb up at 8-3-4,71 lb down and 23 lb up at Q Y 14, eP t, 11-1-3,71 lb down and 23 lb up at 11-1-3,and 162 lb down and 53 lb up at 13-11-2,and 162 lb down and 53 lb up at 13-11-2 on A.F (a`' bottom chord. The design/selection of such connection device(s)is the responsibility of others. RR RIO- 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: 12-31-2019 April 24,2019 ' Co ued on Diae 2 11, _� 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,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 MiTele is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1ICC 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,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021793 18-DD1524 CGB01 DIAGONAL HIP GIRDER 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:10 2019 Page 2 ID:MDVpjRKp4JiRnh12gnn9arzixgF-XShihUL5eeLINDX7BDxxce6?jEzI1 CkFVAsBQKzNXKZ LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-70,5-8=-70,1-9=-10 Concentrated Loads(Ib) Vert:2=-580(F=-290,6=-290)12=-280(F-140,13=-140)13=-140(F=-70,B-70)14=-200(F=-100,B-100)16=-60(F=-30,B-30)17=-120(F=-60,B=-60) 18=-180(F=-90,B=-90)19=-140(F=-70,B=-70)20=-320(F=-160,B=-160) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments 1(6021794 i9-DD1524 CGE01 DIAGONAL HIP GIRDER 4 1 Job Reference(optional Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:11 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-?fF4vgMj PyT9?N6JkwSA9rfFfeQDmgapkgckymzNXKY I 8-1-0 8-1-0 I 3-0-314-0-122-11-9 9 I 18-8-12-8-0 Scale=1:31.0 6 y7, I O 2.83 12 5 2x3 II 12 4 3x4 - 3 11 r M of 00 10 � a 3x4 2 1 wq —11111111111111111111111111111111 r� r n Y o , 3x4 = 13 8 14 7 9 3x4 I I 2x3 II 3x4 = I 2-6-13 2-10-�l 6-3-15 11-1-3 2-6-13 0--14 3-5-4 4-9-4 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 0.63 Vert(LL) -0.02 7-8 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.30 Vert(TL) -0.04 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) -0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:55 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. REACTIONS. All bearings Mechanical except(jt=length)7=Mechanical,9=0-7-12,5=0-1-8. (Ib)- Max Horz 9=134(LC 7) Max Uplift All uplift 100 lb or less at joint(s)6,5 except 7=-200(LC 10),9=-387(LC 6) Max Gray All reactions 250 lb or less at joint(s)6 except 7=718(LC 17),9=1059(LC 1),5=344(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-664/144,4-7=-264/57 BOT CHORD 7-8=-210/605 WEBS 2-9=-947/353,3-7=-716/280,2-8=-183/721 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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`I 6)Refer to girder(s)for truss to truss connections. '`` D PROF ss 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. Ql F 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,5 except(jt=lb) ,,Gj {NGiN�e� /O 7=200,9=387. V A 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5. ..r. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)140 lb down and 46 lb up at • 89200P E I 2-7-6,140 lb down and 46 lb up at 2-7-6,13 lb down and 4 lb up at 5-5-5,13 lb down and 4 lb up at 5-5-5,and 118 lb down and 39 lb up at 8-3-4,and 118 lb down and 39 lb up at 8-3-4 on top chord,and 28 lb down and 9 lb up at 2-7-6,28 lb down and 9 lb /�. up at 2-7-6,21 lb down and 7 lb up at 5-5-5,21 lb down and 7 lb up at 5-5-5,and 42 lb down and 14 lb up at 8-3-4,and 42 lb down and 14 lb up at 8-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Si 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). OREft GON b, l/ LOAD CASE(S) Standard 476-74)/ 14, Zp'� �'}', 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) 6. R iLL Vert:1-4=-70,4-6=-70,1-7=-10 EXPIRES: 12-31-2019 April 24,2019 e Continued on Daae 2.. __mit r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 JobTruss Truss Type Qty Ply Keyway-72nd Apartments K6021794 18-DD1524 CGE01 DIAGONAL HIP GIRDER 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:11 2019 Page 2 I D:M D V pj RKp4J iRnh 12gnn9arzixq F-?fF4vgMj P yT9?N6J kwSA9rfFfeQ DmgaPkgckymzNXKY LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=-56(F=-28,B=-28)2=-276(F=-138,B=-138)3=-232(F=-116,B=-116)10=-26(F=-13,B=-13)13=-42(F=-21,B=-21)14=-82(F=-41,B=-41) it it 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 �f 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/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 Keyway-72nd Apartments f8-DD1824 CbFO1 1(6021795 DIAGONAL HIP GIRDER 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:12 2019 Page 1 I D:MDVpjRKp4JiRnhl2gnn9arzixgF-TrpT6AN LAGbOdXhV IdzPh3C Qg2nNV94YyULIUCzNXKX 8-1-0 I 11-1-3 I 16-7-5 8-1-0 3-0-3 5-6-2 5 1 L. Scale 3/8"=1' 2.83 12 0 2x4 II 4 3x4 3 11 12 r 10 ha 3x4 M 2x3 d I 2 1 V 4' N imi , t, y Y i. r 9 13 7 14 6 2x3 II 8 3x4 I I 2x3 I I 3x4 = 2-6-13 2-10-11 6-3-15 11-1-3 2-6-13 0-3-14 3-5-4 i 4-9-4 i Plate Offsets(X,Y)-- [4:0-1-12,0-1-0],[7:0-1-12,0-1-8] TCLL LOADING (psf)50 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.02 6-7 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(TL) -0.04 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:62 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. REACTIONS. (lb/size) 5=159/Mechanical,6=785/Mechanical,8=1027/0-7-12 Max Horz 8=186(LC 7) Max Uplift 5=-51(LC 6),6=-253(LC 10),8=-366(LC 6) Max Gray 5=213(LC 17),6=914(LC 17),8=1027(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-319/75,4-6=-479/104 BOT CHORD 6-7=-106/288 WEBS 2-8=-918/326,3-6=-494/211,2-7=-52/348 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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. QQC 5)Refer to girder(s)for truss to truss connections. , (,``GD P R OF�s 6)Refer to girder(s)for truss to truss connections. rl 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) ��O�N EFS S'a 6=253,8=366. V A 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)153 lb down and 46 lb up at AGI !� 9 2-7-6,153 lb down and 46 lb up at 2-7-6,14 lb down and 4 lb up at 5-5-5,14 lb down and 4 lb up at 5-5-5,and 129 lb down and 39 K- 89200PE 1^ lb up at 8-3-4,and 129 lb down and 39 lb up at 8-3-4 on top chord,and 31 lb down and 9 lb up at 2-7-6,31 lb down and 9 lb up at 2-7-6,23 lb down and 7 lb up at 5-5-5,23 lb down and 7 lb up at 5-5-5,and 46 lb down and 14 lb up at 8-3-4,and 46 lb down and .-5009. 14 lb up at 8-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ,• I*I • • 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). fl rr Ix LOAD CASE(S) Standard 74. 40,OREGON x 4.401)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 //� 4),� Uniform Loads(plf) v 4, 2 P''' Vert:1-4=-70,4-5=-70,6-9=-10 MFR R la. EXPIRES: 12-31-2019 Continued on oaae 2 April 24,2019 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. M411- 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 �Y�11 iiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the li fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPli 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 Keyway-72nd Apartments K6021795 x 18-DD1524 CGF01 DIAGONAL HIP GIRDER 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:12 2019 Page 2 ID:M DVpjRKp4JiRnh12gnn9arzixgF-TrpT6ANLAGbOdXhVIdzPh3CQg2nNV94YyULIUCzNXKX LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:8=-56(F=-28,B=-28)2=-276(F=-138,B=-138)3=-232(F=-116,B=-116)10=-26(F=-13,B=-13)13=-42(F=-21,B=21)14=-82(F=-41,B=-41) 4 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. g 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 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 Keyway-72nd Apartments it3-001'24 CGKO1 i IAG NAL HIP GIRDER 2 1 Job Reference o tional Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:12 2019 Page 1 I D:M D V pj RKp4J iRnh l 2gnn9arzixgF-TrpT6AN LAGbOdXhV IdzPh3C PL2g_V 3mYyU L I U CzNXKX 5-5-8 I13-11-5 4-2-9 I 13-11-5 I 4-3-3 5 Scale=1:25.8 II, 2.83 12 12 w 3x4 4 11 10 %� 3x4 3 . 1100 2x3 I I k I ..2 2x3 11 1 V v: 6,„ :-7 111611 MIM MIM! N Y rl 9 13 7 14 15111111 6 2x4 II 8 3x4 = 3x5 = 3x4 = 2-6-13 2-10-10 6-10-2 13-11-5 2-6-13 013-14 3-11-7 7-1-3 Plate Offsets(X,Y)— [6:0-2-4,0-1-8j TCLL LOADING (psf) 250 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.08 6-7 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.65 Vert(TL) -0.18 6-7 >752 180 BCLL 0.0 Rep Stress!nor NO WB 0.63 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:63 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-14 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. 5-6:2x4 DF No.2 REACTIONS. (lb/size) 6=1017/Mechanical,8=1349/0-7-12 Max Horz 8=147(LC 7) Max Uplift 6=-300(LC 10),8=-478(LC 6) Max Gray 6=1114(LC 16),8=1388(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-1087/313,5-6=-268/68 BOT CHORD 7-8=-279/883,6-7=-273/1007 WEBS 2-8=-514/215,4-6=-1148/355,3-7=-18/274,3-8=-1248/352 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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. �`��I) PR OFFS 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)except(jt=lb) f vkG 1 N,e�n sjO 6=300,8=478. V •T /1j 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)153 lb down and 46 lb up at ,,‘..7.f 2-7-6,153 lb down and 46 lb up at 2-7-6,14 lb down and 4 lb up at 5-5-5,14 lb down and 4 lb up at 5-5-5,129 lb down and 39 lb �' 89200PE 9r up at 8-3-4,129 lb down and 39 lb up at 8-3-4,and 228 lb down and 68 lb up at 11-1-3,and 228 lb down and 68 lb up at 11-1-3 on '/ top chord,and 31 lb down and 9 lb up at 2-7-6,31 lb down and 9 lb up at 2-7-6,23 lb down and 7 lb up at 5-5-5,23 lb down and 7 -,,./ lb up at 5-5-5,46 lb down and 14 lb up at 8-3-4,46 lb down and 14 lb up at 8-3-4,and 83 lb down and 25 lb up at 11-1-3,and 83 1 , �'I��': lb down and 25 lb up at 11-1-3 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Q 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 74- OREfr GON �� LOAD CASE(S) Standard /O 4k 142.N I 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) / ► Vert:1-5=-70,6-9=-10 ��r R l �-," EXPIRES: 12-31-2019 April 24,2019 Continued on Daae 2 _ a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 11iTek' 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 Keyway-72nd Apartments K6021796 18-DD1524 CGKO1 DIAGONAL HIP GIRDER 2 1 r Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:12 2019 Page 2 ID:MDVpjRKp4JiRnh12gnn9arzixgF-TrpT6AN LAGbOdXhVldzPh3C PL2g_V3mYyULIUCzNXKX LOAD CASE(S) Standard Concentrated Loads(Ib) Vert 8=-56(F=-28,B=-28)2=-276(F=-138,B=-138)3=-26(F=-13,B=-13)11=-232(F=-116,B=-116)12=-410(F=-205,B-205)13=-42(F=-21,(3=-21)14=-82(F=-41, B=-41)15=-150(F=-75,B=-75) i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mg 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 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 YP Qty Ply Keyway-72nd Apartments K6021797 tE-DO1524 CGM01 Diagonal Hip Girder 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:13 2019 Page 1 ID:MDVpjRKp4J iRnh 12gnn9arzixgF-x1 MrJ WN_xZjtEhFisLUeEGkWBSzIEVriB85rOfzNXKW 7-6-0I 12-4-7 7-6-0 4-10-7 Scale=1:20.2 5x8 M18SHS II 4 2.12 12 11 3x4 = 10 3 9 NO ru 8 2 111111111 r = 0 3x4 = 13 6 14 15 4x4 = 12 7 8x8 3x6 = 2-6-13 2710-1 7-6-0 I 12-4-7 2-6-13 d-3-14 4-7-5 4-10-7 Plate Offsets(X,Y)-- [4:0-3-5,Edge],[5:Edge,0-1-8],[6:0-1-12,0-2-0],[7:0-2-4,0-2-0],[7:0-4-9,0-0-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.06 5-6 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.81 Vert(TL) -0.11 5-6 >986 180 M18SHS 220/195 TCDL 10.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.01 5 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R BCDL 5.0 Weight:50 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-2 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. 4-5:2x4 DF No.1&Btr,2-7:2x10 DF No.2,2-6:2x4 DF No.2 REACTIONS. (lb/size) 5=1206/Mechanical,7=1317/0-7-12 Max Horz 7=78(LC 7) Max Uplift 5=-368(LC 10),7=-491(LC 6) Max Gray 5=1279(LC 16),7=1359(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-233/380,2-3=-1800/505,3-4=-438/124,4-5=-636/190 BOT CHORD 1-7=-305/223,6-7=-305/182,5-6=-504/1745 WEBS 2-7=-1160/430,3-5=-1463/441,2-6=-650/2048 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. <C1( t cD PROF sS 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. SCO GNG f N EE /O 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �C V 7 5=368,7=491. 1f7 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)140 lb down and 46 lb up at 92 0 OP t! 2-7-6,12 lb down and 4 lb up at 5-5-5,117 lb down and 38 lb up at 8-3-4,205 lb down and 67 lb up at 11-1-3,140 lb down and 46 � //� lb up at 2-7-6,12 lb down and 4 lb up at 5-5-5,and 215 lb down and 71 lb up at 8-3-4,and 305 lb down and 100 lb up at 11-1-3 on top chord,and 28 lb down and 9 lb up at 2-7-6,24 lb down and 8 lb up at 5-5-5,42 lb down and 14 lb up at 8-3-4,76 lb down and ,./A1,00# ( ' 25 lb up at 11-1-3,28 lb down and 9 lb up at 2-7-6,24 lb down and 8 lb up at 5-5-5,and 84 lb down and 28 lb up at 8-3-4,and 114 lin CC lb down and 38 lb up at 11-1-3 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. -y OREGON 4/, 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /40 '.4'. 2 �A LOAD CASE(S) Standard � ' 14, °�Q. 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 4111 R 11.\- Uniform Loads(plf) Vert:1-4=-70,1-5=-10 EXPIRES: 12-31-2019 April 24,2019 Continued on oaae 2 f ®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 0. 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/TP/1 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,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021797 18-DD1524 CGM01 Diagonal Hip Girder 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:13 2019 Page 2 ID:MDVpjRKp4JiRnh12gnn9arzixgF-x1 MrJ WN_xZjtEhFisLUeEGkW8SzIEVriB85rOfzNXKW LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:8=-276(F=-138,B=-138)9=-24(F=-12,B=-12)10=-327(F=-115,B=-212)11=-503(F=-202,13=-301)12=-56(F=-28,B=-28)13=-48(F=-24,B=-24) 14=-124(F=-41,B=-83)15=-188(F=-75,B=-113) 4 MEM 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 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[T 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/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,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments '48�LIt5`2400001 Diagonal Hip Girder 4 1 IG802179R - Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:14 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-PEwDXsOcitrksrquQ2?tnUHnLsSFz40rQogOZ5zNXKV 5-5-6 I 5-5-6 I 8-10-0 3-4-10 l Scale=1:16.2 3x4 I I 8 4 2.83 i 3x5 3 7 0111111 2x3 II Wig 2 irri001111111111100 ..._ 1 `;-.. G 3x4 = 9 10 6 3x4 = 3x4 = I 2-6-132-10-11 8-10-0 2-6-13 0-3-14I 5-11-5 Plate Offsets(X,Y)-- [3:0-1-12,0-1-8] LTCLL OADING (psti25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.03 5-6 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.22 Vert(TL) -0.05 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 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 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=513/Mechanical,6=896/0-7-12 Max Horz 6=80(LC 7) Max Uplift 5=-180(LC 10),6=-356(LC 6) Max Gray 5=553(LC 16),6=919(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-192/267,2-3=-160/263,4-5=-333/120 BOT CHORD 5-6=-118/319 WEBS 2-6=-492/209,3-5=-252/125,3-6=-611/258 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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. QQE� P R OFc 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,`'C` Fs 5=180,6=356. `� fNGINEF or 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)140 lb down and 46 lb up at Nr V ,2 2-7-6,140 lb down and 46 lb up at 2-7-6,13 lb down and 4 lb up at 5-5-5,13 lb down and 4 lb up at 5-5-5,and 118 lb down and 39 SCI �! lb up at 8-3-4,and 118 lb down and 39 lb up at 8-3-4 on top chord,and 28 lb down and 9 lb up at 2-7-6,28 lb down and 9 lb up at K- 89200P E r 2-7-6,21 lb down and 7 lb up at 5-5-5,21 lb down and 7 lb up at 5-5-5,and 42 lb down and 14 lb up at 8-3-4,and 42 lb down and 14 lb up at 8-3-4 on bottom chord. The design/selection of such connection device(s)is the 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). LOAD CASE(S) Standard 7 A_OREGON R Ai 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Vert:Loads 1-4=-70,1-5=-10 /Q '9y 14, Z0��y,�"�� Concentrated Loads(lb) fi - V Vert:6=-56(F=-28,B=-28)2=-276(F=-138,B=-138)3=-26(F=-13,B=-13)8=-232(F=-116,B=-116)9=-42(F=-21,B=-21) fil fl 10=-82(F=-41,13=-41) EXPIRES: 12-31-2019 April 24,2019 4 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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 �V�Il AI7ek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 IC 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,VA22314. Corona,CA 92880 Job TrussTruss Type Qty Ply Keyway-72nd Apartments C o n d 1 K6021799 18-DD1524 CGP01- Diagonal Hip Girder 4 1 Job Reference(optional) Precision Truss&Lumber, CLACKAMAS,OR Inc., -97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:15 2019 Page 1 ID:MDV pjRKp4JiRnh12gnn9arzixgF-uQUbkCPETBzaU_P4zm W6JhgrWFlQiVu_fSay5XzNXKU 4-7-3 8-4-0 4-7-3 3-8-13 Scale=1:15.4 4x4 I I 3 2.8312 P li 2x3 = 2 ix 1 '• �U 3x4 == 3x7 I I 4 10111. .44. 3x5 = I 0-9-14 8-4-0 7-6-2 I 0-9-14 Plate Offsets(X,Y)-- [1:0-0-9,1-10-5],[1:0-4-15,0-0-2],[3:Edge,0-3-8],[4:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.07 1-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.41 Vert(TL) -0.16 1-4 >577 180 TCDL 10.0 Rep Stress lncr NO WB 0.28 Horz(TL) -0.01 1 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:31 lb FT=0% BCDL 5.0 LUMBER- BRACING- [MCT] TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-12 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 Left:2x4 HF Std REACTIONS. (lb/size) 4=630/Mechanical,1=333/0-7-12 Max Horz 4=126(LC 7) Max Uplift 4=-234(LC 10),1=-97(LC 6) Max Gray 4=669(LC 16),1=346(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1080/360,3-4=-344/171 BOT CHORD 1-4=-333/1035 WEBS 2-4=-917/426 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ��p P R�FFs 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. c., !a`GINE�� 0/O 5)Refer to girder(s)for truss to truss connections. V` AA"_ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) fit? 4. 4=234. 89200PE N 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 •• ��' Trapezoidal Loads(plf) fl Vert:1=-8(F=31,B=31)-to-3=-206(F=-68,B=-68),1=-1(F=4,B=4)-to-4-29(F=-10,B=-10) -yG 41 OREGON�� >O gy14, 2p 4 MFRRILA-� EXPIRES: 12-31-2019 April 24,2019 I 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 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 Mak* building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI I ak* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job TrussTruss Type Qty Ply Keyway-72nd Apartments Li�nd2 K6021799 o‘r. 151524 CGPO1-^ -DDiagonal Hip Gh deer ed 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:15 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-uQUbkCPETBzaU_P4zm W6JhgrWFlQiVu_fSay5XzNXKU 4-7-3 8-4-0 4-7-3 3-8-13 Scale=1:15.4 4x4 I 3 2.83 12 2x3 2 v 3x4 = 3x7 I I 4 3x5 = 0-9-14 8-4-0 0-9-14 7-6-2 Plate Offsets(X,Y)-- [1:0-0-9,1-10-5],[1:0-4-15,0-0-2],[3:Edge,0-3-8],[4:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.07 1-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.41 Vert(TL) -0.16 1-4 >577 180 TCDL 10.0 Rep Stress Incr NO WB 0.28 Horz(TL) -0.01 1 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:31 lb FT=0% LUMBER- BRACING- [MCT] TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-12 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 Left:2x4 HF Std REACTIONS. (lb/size) 4=630/Mechanical,1=333/0-7-12 Max Horz 4=126(LC 7) Max Uplift 4=-234(LC 10),1=-97(LC 6) Max Gray 4=669(LC 16),1=346(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1080/360,3-4=-344/171 BOT CHORD 1-4=-333/1035 WEBS 2-4=-917/426 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)1 except(jt=lb) 4=234. 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 Trapezoidal Loads(plf) Vert:1=-8(F=31,B=31)-to-3=-206(F=-68,B=-68),1=-1(F=4,B=4)-to-4=-29(F=-10,B=-10) MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2016 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 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 Keyway-72nd Apartments , K6021800 18-DD1524 DO1 ROOF SPECIAL GIRDER 1 x Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:19 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-mBk6aZSkXPUOzcjsCcb2UX YBt0Ee8eaZ4Y9ElzNXKQ I 6-5-4 ] 12-5-0 18-4-11 1 24-9-15 1 - MT 1.5x3 ON EACH FACE OF BOM NDS OF UN-PLATED 5-11-12 5-11-12 6-5-4 MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. 6x7 = 4x5 I 3x4 - 4x6 4x5 16x7 = Scale=1:60.6 1 IR' 60. 6a 2 6a C 3 IRI 3 o0. IRI f:3 4 5 60. 60. 6aEl 1 6 aED 3x•. in - 0 E 75 .- 2 e4 = 1 2x4 / {� Yi / \•/ ' 2x4 = 33 .. 1 _.__.-�"-"__--_.. Li 13 12 11 10 9 8R. 7 8x8 = 6x8 M18SHS = 5x12 I I 5x12 II 5x14 I I 8x8 = 5x14 II 4-0-9 10-0-4 16-0-0 21-11-12 2-10.3 -57-16-5-0 8-9-15 5-a 12-5-0 14-9-11 1 1 18-0-11 20-9-6 2c1-47- 24-9-15 1 2-10.3 0- I 2-0-11 I 2-0-11 5-7-3 1 2-0-11 2-0-11 0-7-3 I 2-0-11 1 2-0-11 --1 2-10-3 1 0-7-3 0-7-3 0-7-3 0-7-3 Plate Offsets(X,Y)-- [1:0-3-0,0-1-12],[2:0-1-12,0-1-8],[5:0-1-12,0-1-8],[6:0-3-4,0-1-12],[7:0-3-8,0-0-14],[8:0-7-12,0-2-4],[9:0-8-0,0-2-4],[10:0-8-0,0-2-4],[12:0-8-0,0-1-12], [13:0-3-8,0-4-0],[15:0-0-13,0-0-12],[16:0-0-13,0-0-12],[32:0-1-5,0-2-12],[33:0-1-12,0-1-8] 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 0.85 Vert(LL) -0.14 9-10 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.80 Vert(TL) -0.31 9-10 >936 180 M18SHS 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:931 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD 2-0-0 oc purlins(5-5-7 max.):1-6, except end verticals. BOT CHORD 2x10 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-11:2x10 DF SS WEBS 1 Row at midpt 1-13,6-7,5-8 WEBS 2x4 HF Std*Except* JOINTS 1 Brace at Jt(s):1,6,15,16 1-13,6-7,1-12,2-12,2-10,3-10,3-9,5-9,5-8,6-8:2x6 DF 1800F 1.6E 14-15,15-16,16-17,17-18,18-19,19-20,20-21,21-22,22-23,24-25,25-26 REACTIONS. (lb/size) 13=14256/0-2-8,7=14256/0-2-8 Max Uplift 13=-4341(LC 4),7=-4341(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-12447/3799,1-2=-4355/1320,2-3=-8872/2697,3-5=-8881/2699,5-6=-4230/1283, 7-33=-12073/3686,6-33=-12073/3686 BOT CHORD 10-12=-2019/6608,9-10=-2729/8945,8-9=-2022/6619,7-8=-358/1179 WEBS 1-15=-3894/12867,12-15=-3866/12774,12-16=-7960/2463,2-16=-7875/2438, 2-10=-2263/7559,5-9=-2260/7551,5-8=-7975/2468,8-32=-3699/12222, 6-32=-3801/12559,15-16=-86/287,32-33=-1152/347 NOTES- {{a� C 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ��L 4D P�pi- Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. �` Bottom chords connected as follows:2x10-2 rows staggered at 0-6-0 oc. �� !_`GIN F Wo Webs connected as follows:2x6-2 rows staggered at 0-9-0 oc. `` 7 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. 92#2P �T- ./`i : 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; /" MWFRS(envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 (41111P . 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 we 5)Provide adequate drainage to prevent water ponding. Q tr 6)All plates are MT20 plates unless otherwise indicated. A�OREGON 4, 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. L. "�7 C. A 8)Bearing at joint(s)13,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �Q '1 14 2O �4- capacity of bearing surface. a_ 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13,7. -� R R I L'v 10)Provide metal plate or equivalent at bearing(s)13,7 to support reaction shown. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 13=4341,7=4341. EXPIRES: 12-31-2019 12)Girder carries tie-in span(s):18-0-0 from 0-0-0 to 24-9-15 April 24,2019 tlddtFiGitAlligabagdirt representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. a A tee. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-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 Keyway-72nd Apartments 4(6021800 18-DD1524 DO1 ROOF SPECIAL GIRDER 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:19 2019 Page 2 I D:MDVpj RKp4JiRnh 12gnn9arzixgF-mBk6aZSkXPUOzcjsCcb2UX_YBt0Ee8eaZ4Y9E lzNXKO LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-70,7-13=-1100(F=-360,B=-720) 4 .. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. mit 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 '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/7P11 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 Keyway-72nd Apartments K6021801 18-DD1524 E01 California Girder 2 rt Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:20 2019 Page 1 ID:MDVpj RKp4J iRnh12gnn9arzixgF-ENHUovTN Ijctam 12mJ6HOIXIOGOnNgYjojHjm IzNXKP 7-2-4 70r-710--1 q 2 10-7-10 16-0-6 18-9-13 1?-5-1? 26-8-0 7-2-4 -9-7 5-4-12 2-9-7 0-7-1 7-2-4 Scale=1:44.7 4x84x8 4.00 12 3 3x4 = 3x4 = ,:: 4 �� 15 �7 17 �� 5 .� r 2x23 II 2x3 II � 7 r' iiiirAll N N e^_ 8 M�}1 I`�v� /411iim ` _ + lh �i �� o 6 OM 3x4 = CE4 ►i 3x4 = 14 13 12 11 10 9 3x5 = 3x5 = 3x4 = 3x4 = 3x4 = 4x6 = 1-10-8 2-I1 7-11-4 13-4-0I 18-8-12 I 24-6-12 24T9r 8 26-8-0 1-10-8 0-2-12 5-10-0 5-4-12 5-4-12 5-10-0 0-2-12 1-10-8 Plate Offsets(X,Y)-- [3:0-4-0,0-1-12],[6:0-4-0,0-1-12],[9:0-2-4,0-1-8],[11:0-1-8,0-1-8],[13:0-1-8,0-1-8],[14:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (10c) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.17 12 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.66 Vert(TL) -0.31 12 >873 180 TCDL 10.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.07 9 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:260 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 2x6 DF No.2 2-0-0 oc purlins(3-10-9 max.):3-6. WEBS 2x4 HF Std`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-14,7-9:2x6 DF No.2 REACTIONS. (lb/size) 14=2461/0-5-8,9=2461/0-5-8 Max Horz 14=40(LC 14) Max Uplift 14=-854(LC 6),9=-854(LC 7) Max Gray 14=2559(LC 28),9=2559(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1053/307,2-3=-1128/374,3-4=-5129/1602,4-5=-7095/2136,5-6=-5129/1602, 6-7=-1128/373,7-8=-1053/308 BOT CHORD 1-14=-296/1029,13-14=-1442/4772,12-13=-2034/6865,11-12=-2021/6865, 9-11=-1411/4772,8-9=-297/1029 WEBS 2-14=-693/235,7-9=-693/235,3-13=-596/2088,6-11=-596/2088,3-14=-4105/1262, 6-9=-4105/1262,4-13=-2317/691,4-12=-119/335,5-12=-119/335,5-11=-2317/691 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. ` PROF F C Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. [t,,Qto r R O Webs connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. :9G21:::..E s� 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 \� •7 A_ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �? v3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; (kf 9�' MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate L,<- grip DOL=1.60 �y 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ` �T77 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 10 Q' 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -f7 OREGON D, 4/ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4- 4 �O\ �� 14=854,9=854. Q Y . 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. '�j 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)600 lb down and 200 lb up at MFR R 10- 7-11-4,and 600 lb down and 200 lb up at 18-8-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12-3 -2019 LOAD CASE(S) Standard April 24,2019 { Continued on Daae 2 r.e.. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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 y� 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,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments Km/ism 18-DD1524 E01 California Girder 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:20 2019 Page 2 ID:MDVpj RKp4J iRnh 12gnn9arzixgF-ENH UovTN Ijctam I2mJ6HOIXIOGOnNgYjoj Hjm IzNXKP 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=-170(F=-100),6-8=-70,1-13=-10,11-13=-50(F=-40),8-11=-10 Concentrated Loads(Ib) Vert:13=-600(F)11=-600(F) 1 MINIM A 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 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 f 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 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 Keyway-72nd Apartments K6021802 18-DD1524 E02 California Girder 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:22 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-BmPECbUdpKsbg3RQuk815Ac2f415rVYOG1 mqrdzNXKN 4-9-12I 7-10-15 11-5-8 15-0-1 I 18-1-4 22-11-0 4-9-12 3-1-3 3-6-9 3-6-9 3-1-3 4-9-12 Scale=1:39.0 4.0063 6 5x10 M18SHS = 5x10 M18SH2 ON PA S = 3x4 = IliMil I� 13 14 ,5 n iu 'h' 18 s, 7 v 1 t; u I,j, 12 11 10 9 8 8x10 = 3x6 // 8x10 II 8x10 II 6x10 M18SHS = 8x10 = 3x6 \\ 4-0-15 9-2-8 13-8-8 18-10-1 22-11-0 4-0-15 5-1-9 I 4-6-0 i 5-1-9 4-0-15 Plate Offsets(X,Y)-- [1:Edge,0-5-15],[1:0-11-14,0-1-10],[1:0-2-7,0-0-13],[2:0-2-8,0-2-4],[5:0-2-8,0-2-4],[7:0-2-7,0-0-13],[7:0-11-14,0-1-10],[7:Edge,0-5-15],[8:0-4-10,0-1-4] ,[10:0-7-8,0-2-12],[11:0-7-8,0-2-12],[12:0-2-14,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.36 10-11 >751 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(TL) -0.67 10-11 >404 180 M18SHS 185/148 TCDL 10.0 Rep Stress Incr NO WB 0.93 Horz(TL) -0.08 1 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:316 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins,except 2-5:2x6 DF 1800F 1.6E 2-0-0 oc purlins(3-7-0 max.):2-5. BOT CHORD 2x10 DF SS BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. WEBS 2x4 HF Std*Except* 2-11,5-10:2x4 DF No.2 WEDGE Left:2x4 HF Std,Right:2x4 HF Std REACTIONS. (lb/size) 1=6147/0-5-8,7=6611/0-5-8 Max Horz 7=51(LC 10) Max Uplift 1=-1923(LC 6),7=-2024(LC 7) Max Gray 1=6468(LC 28),7=6932(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-13884/4163,2-4=-20505/6358,4-5=-18883/5773,5-7=-14021/4122 BOT CHORD 1-12=-3780/12682,11-12=-3725/12429,10-11=-6241/20589,8-10=-3576/12070, 7-8=-3767/12811 WEBS 2-11=-2926/9658,4-11=-199/438,4-10=-2330/783,5-10=-2450/8202,2-12=-133/622, 5-8=-407/1644 D NOTES- r,,.,,%., OTES- ,c QED P R OFF 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: CO` GINE n�� Top chords connected as follows:2x4-1 row at 0-4-0 oc,2x6-2 rows staggered at 0-9-0 oc. ` F 7 QAA"_ Bottom chords connected as follows:2x10-2 rows staggered at 0-2-0 oc. ,C.? v Webs connected as follows:2x4-1 row at 0-9-0 oc. 1�7200P E 9< 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=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; -4/1„/,."- MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate ,. -- 4i` grip DOL=1.60 Q r' 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 -p OREGON to 5)Unbalanced snow loads have been considered for this design. 4 �y ' 201 1 6)Provide adequate drainage to prevent water ponding. Q 1 4 t- ' 7)All plates are MT20 plates unless otherwise indicated. 0 _ 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i R RIO- 9) tt-'-9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=1923,7=2024. EXPIRES: 12-31-2019 10)Girder carries tie-in span(s):11-0-0 from 0-0-0 to 9-2-8;22-0-0 from 9-2-8 to 22-11-0 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 24,2019 Continued on Daae 2 t M esew A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. mit 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 ANSIITP11 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 YP Qty Ply Keyway-72nd Apartments K6021802 18-DD1524 E02 California Girder 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:23 2019 Page 2 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-fyzdOxVFae SRDOdRRf eN9D0UNKayoAUhWNN4zNXKM NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3600 lb down and 1200 lb up at 9-2-8 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:1-2=-70,2-3=-70,2-5=-70,5-6=-70,5-7=-70,1-11=-190(6=-180),7-11=-410(6=-400) Concentrated Loads(Ib) Vert:11=-3600(B) 4 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/TP/1 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 Keyway-72nd Apartments K6021803 18-DD1524 F01 CALIFORNIA GIRDER 2 a� 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:24 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-79X?dHWtLy6J3Nbp?9BDBbhXMur1 JVGJjLFwvWzNXKL 7-2-4 d--7-15 3-11--13 3-11-13 1 -10-0 15-9-131d-7-115 7-2-4 Scale=1:41.6 4x8 % 4x8 4.00 12 3 3x4 = 2x3 II 2x3 I I 2 6 3x4 3x4 7 Nr TN o o 77 N 14 [k 12 11 10 8 13 __. 3x4 = 4x6 = 3x10 = 9 3x4 II 3x4 = --- 3x10 = -3x4 11 1-10-8 2-0 7-11-415-8-12 21-6-12 21r9r8 23-8-0 I 1-10-8 0-2-12 5-10-0 7-9-8 I 5-10-0 0-2-12 1-10-8 I Plate Offsets(X,Y)-- [3:0-4-0,0-1-12],[5:0-4-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.07 11-12 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.38 Vert(TL) -0.13 11-12 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.53 Horz(TL) 0.03 9 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:278 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,and 2-0-0 oc purlins(6-0-0 max.):3-5. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-13,6-9:2x6 DF No.2 REACTIONS. (lb/size) 13=2119/0-5-8,9=2119/0-5-8 Max Horz 13=41(LC 14) Max Uplift 13=-733(LC 6),9=-733(LC 7) Max Gray 13=2264(LC 28),9=2264(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-2498/829,4-5=-2498/829 BOT CHORD 12-13=-728/2349,11-12=-917/3042,9-11=-700/2349 WEBS 2-13=-566/185,6-9=-566/185,3-12=-399/1415,5-11=-398/1415,4-12=-823/264, 4-11=-823/264,3-13=-2914/876,5-9=-2914/876 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 0-9-0 oc. Webs connected as follows:2x6-2 rows staggered at 0-9-0 oc,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 , 3 PR Opt- ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. -<(' c``` s 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; `C3� f XG`INE/'� S/Q MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate V ?i9 grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 89200PE < 5)Unbalanced snow loads have been considered for this design. / i 6)Provide adequate drainage to prevent water ponding. / Ol 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 100 lb uplift at joint(s)except(jt=lb) Q Cr 13=733,9=733. 'y OREGON 4/ 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 4- 'if �N ...,__A,10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)600 lb down and 200 lb up at Q y 14, 2 Pr 7-11-4,and 600 lb down and 200 lb up at 15-8-12 on bottom chord. The design/selection of such connection device(s)is the Qj responsibility of others. SFR R 11-ti- LOAD CASE(S) Standard EXPIRES: 12-31-2019 April 24,2019 Continued on oaae 24 4 _ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Ta building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mall(' 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 ANSUTPII 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 Keyway-72nd Apartments K0021803 1•-DD1524 F01 CALIFORNIA GIRDER 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:24 2019 Page 2 ID:MDVpjRKp4J iRnh 12gnn9arzixgF-79X?dH WtLy6J3Nbp?9B DBbhXMur1 J VGJjLFwvWzNXKL LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-70,3-5=-170(F=-100),5-7=-70,12-14=-10,11-12=-50(F=-40),8-11=-10 Concentrated Loads(Ib) Vert:12=-600(F)11=-600(F) MINIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 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,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021804 18-DD1524 F02 CALIFORNIA 2 1 r Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:27 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-XkD7GIYmetUtwgKOgHkxoDJ_e5tn WuflPJUaWrzNXKI 1 7-2-4 I 9-10-3 11-10-0 1 13-9-13 16-5-12 1 23-8-0 7-2-4 2-7-15 1-11-13 1-11-13 2-7-15 7-2-4 Scale=1:41.6 7 4.00 12 4x8 % 4 3 19 3x4 = 24 4x8 —../ y 5 A 101111.._ 25 18 \pV /N3 off3x49 • y v N 1\111111 Ella 14 13 12 10 16 t5 -- — --- -.. 11 3x4 3x4 = 3x4 = 4x6 = 3x4 I I 5x9 = 5x9 = 1-10-8 I 7-2-4 7-11-41 15-8-12 1p5-14 21-9-8 1 23-8-0 1-10-8 5-3-12 b-9-0 7-9-8 0-9-0 5-3-12 1-10-8 Plate Offsets(X,Y)-- [3:0-3-12,0-1-12],[6:0-3-12,0-1-12],[11:0-4-8,0-2-12],[15:0-4-8,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.07 13-14 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(TL) -0.12 13-14 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.03 11 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:145 lb FT=0% BCDL 5.0 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,and 2-0-0 oc purlins(4-8-12 max.):3-6. WEBS 2x4 HF Std`Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-15,8-11:2x6 DF No.2 WEBS 1 Row at midpt 3-15,6-11 JOINTS 1 Brace at Jt(s):5 REACTIONS. (lb/size) 15=1213/0-5-8,11=1213/0-5-8 Max Horz 15=-55(LC 15) Max Uplift 15=-406(LC 10),11=-406(LC 11) Max Gray 15=1656(LC 32),11=1656(LC 32) FORCES: (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-5=-1461/669,5-6=-1461/669 BOT CHORD 14-15=-550/1418,13-14=-604/1722,11-13=-465/1418 WEBS 2-15=-486/173,8-11=-486/173,3-14=-158/438,6-13=-158/438,5-14=-522/287, \ 5-13=-522/287,3-15=-1760/653,6-11=-1760/653 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-10-3,Exterior(2)7-6-2 to 11-10-0, Interior(1)11-10-0 to 16-1-14,Exterior(2)13-9-13 to 18-0-12,Interior(1)18-0-12 to 23-8-0 zone;cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip Q p PROFr DOL=1.60 ,c C 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 •` { G�NF n ��A 3)Unbalanced snow loads have been considered for this design. N F T r) 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9200P 15=406,11=406. 011PArpisb 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)154 lb down and 94 lb up at ..! ,_ • y 41 9-11-4,and 154 lb down and 94 lb up at 13-8-12 on top chord. The design/selection of such connection device(s)is the 0 rt responsibility of others. OREGON �4, 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). L- 4,9 ��\ 14, LOAD CASE(S) Standard MR F V•••• 1) 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 R 11.t. Uniform Loads(plf) Vert:1-3=-70,3-4=-70,3-6=-70,6-7=-70,6-9=-70,10-16=-10 EXPIRES: 12-31-2019 April 24,2019 Continued on oaae 2 II 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. m 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 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 Keyway-72nd Apartments K6021804 16-DD1524 F02 CALIFORNIA 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:27 2019 Page 2 ID:M DVpjRKp4JiRnh12gnn9arzixgF-XkD7GIYmetUtwgKOgHkxoDJ_e5tn WufIPJ UaWrzNXKI LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:21=-114(F)22=-114(F) 4 J 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 t a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021805 18-DD1524 F03 COMMON 2 1 ' Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:28 2019 Page 1 ID:M DVpjRKp4JiRnh12gnn9arzixgF-XkD7GIYmetUtwgKOgHkxoDJwf5pd WmjIPJUaWgzNXKI 5-5-10 9-11-8 14-5-6 21-9-8 5-5-10 4-5-14 4-5-14 7-4-2 Scale=1:39.1 4x4 = 3 4.00 12 Y 11 12 3x4 13 3x4 iiiiiiiii 2 4 .; /*,'10 3x4 114 1• 411141ippri. 4x5 = 5 N 0 8 By 9 3x5 = 7 5x8 = 3x4 = 2x3 II 9-11-8I 19-8-4 19-01-0 21-9-8 I2 9-11-8 9-8-12 0-2-12 1-10-8 Plate Offsets(X,Y)-- [2:0-1-12,0-1-8],[4:0-1-12,0-1-8],[5:Edge,0-2-0],[7:0-1-0,0-1-8],[8:0-4-0,0-3-0],[9:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.13 8-9 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(TL) -0.24 8-9 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.02 7 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:104 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. 5-6:2x4 DF No.2 REACTIONS. (lb/size) 9=783/0-5-8,7=937/0-5-8 Max Horz 9=-58(LC 10) Max Uplift 9=-227(LC 10),7=-310(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-782/256,3-4=-788/259 BOT CHORD 8-9=-225/727,7-8=-213/741 WEBS 2-9=-836/267,4-7=-1012/337,5-7=-314/260 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-8,Exterior(2)9-11-8 to 12-11-8, Interior(1)12-11-8 to 21-7-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. Qc P D �� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `to RO 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) .` Y G'N[ AN 9=227,7=310. \. ` �'T O cc 8 200PE -7_, cc J '• 4 OREGON oto i0 0' 14, 20 P4 MRRILY- EXPIRES: 12-31-2019 April 24,2019 9 er... ®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 m 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 !MEW 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 Qt y Ply Keyway-72nd Apartments KKO21808 `18-DD1524 F04 Roof Special 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:28 2019 Page 1 ID:MDVpj RKp4JiRnh12gnn9arzixgF-?wm WTeZOPAckY_vaE?FALRs61V9gFD1 vezD82HzNXKH 5-2-8 7-8-6I 9-8-6 j 14-2-4 I 21-6-6 5-2-8 2-5-14 2-0-0 4-5-14 7-4-2 4x6 = Scale=1:37.7 4.00 12 3x4 I 4 3 /."1.. 18 19 20 3x4 17 5 5x5 16 +' 2 '411111111111111121 opp 1 let 4x5 d 6 11 r' 6x8 = m 0 d 3x10 N •E\j,e 1 o 10 9 2x3 II 3x8 = 3x4 2x3 II I 7-8-6 9-8-6 I 19-5-2 19-7-I14 21-6-6 7-8-6 2-0-0 9-8-12 0-2-12 1-10-8 Plate Offsets(X,Y)-- [1:0-3-0,0-0-7],[4:0-2-4,0-1-4],[5:0-1-12,0-1-8],[6:Edge,0-2-0],[8:0-1-0,0-1-8],[9:0-2-8,0-1-8],[11:0-5-8,0-4-0] LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.15 8-9 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(TL) -0.29 8-9 >819 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.07 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-MR Weight:105 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, BOT CHORD 2x4 DF No.2*Except* except end verticals. 3-10:2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 HF Std*Except* 6-7:2x4 DF No.2 SLIDER Left 2x8 DF No.2-H 1-10-6 REACTIONS. (lb/size) 1=778/Mechanical,8=933/0-5-8 Max Horz 1=-58(LC 15) Max Uplift 1=-221(LC 10),8=-309(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1350/376,3-4=-1248/413,4-5=-774/269 BOT CHORD 1-11=-305/1207,3-11=-367/191,8-9=-213/738 WEBS 4-9=-560/150,9-11=-167/935,4-11=-328/1138,5-8=-1006/331,6-8=-308/261 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-8-6,Exterior(2)9-8-6 to 12-8-6, Interior(1)12-8-6 to 21-4-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 �tiRO PR OF t- 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. ��CO NGINP.t• /Q 5)Refer to girder(s)for truss to truss connections. '(r ,T A- 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) VJ Z-9� 1=221,8=309. �' -9200P , OREGON b 7 N oto '4 qy 14, 20 P4 MRRIL\- EXPIRES: 12-31-2019 April 24,2019 1 * 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 A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/tPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply Keyway-72nd Apartments K6021807 18-DD1524 F05 ROOF SPECIAL 8 1 e Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:29 2019 Page 1 ID:MDV pjRKp4JiRnh12gnn9arzixgF-T6Kug_a0AUkb98Unoim PuePG2vV2_k02tdzhbjzNXKG 5-2-8 7-8-6 9-8-6 14-2-4 19-4-6 5-2-8 2-5-14 2-0-0 4-5-14 5-2-2 4x6 = Scale=1:37.2 4 4.00 12 3x4 11 3 ria, 18 16 17 V 19 5x4 .5 20 5x5 ----- 15 2 3x4 11 6 ' 1 m 11� ... r 10 0 6x8 = N O lit\ 0 3x10 II MA 9 8 Imo/ 7 2x3 II 3x8 = 3x5 = 7-8-6 9-8-6 19-4-6 7-8-6 2-0-0 I 9-8-0 Plate Offsets(X,Y)-- [1:0-3-0,0-0-11],[4:0-2-4,0-1-4],[5:0-1-12,0-1-8],[7:0-2-4,0-1-8],[8:0-2-8,0-1-8],[10:0-5-8,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.15 7-8 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.52 Vert(TL) -0.27 7-8 >863 180 TCDL 10.0 Rep Stress lncr YES WB 0.69 Horz(TL) 0.06 7 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2012/TP12007 Matrix-MR Weight:96 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, BOT CHORD 2x4 DF No.2*Except* except end verticals. 3-9:2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 HF Std SLIDER Left 2x8 DF No.2-H 1-10-6 REACTIONS. (lb/size) 1=769/Mechanical,7=769/0-5-8 Max Horz 1=36(LC 18) Max Uplift 1=-219(LC 10),7=-218(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1327/379,3-4=-1215/412,4-5=-754/272 BOT CHORD 1-10=-357/1185,3-10=-333/186,7-8=-225/684 WEBS 4-8=-588/196,8-10=-217/918,4-10=-362/1072,5-7=-813/257 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-8-6,Exterior(2)9-8-6 to 12-8-6, Interior(1)12-8-6 to 19-2-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ��p P R AFF 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. �.�y w`G'NE 6' 5)Refer to girder(s)for truss to truss connections. ,. 1` FA Q 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) V ,7 1 =219,7=216. K' 89200PE fltr yG ,,OREGON Ntto /O -1), 14, 2, P+ RRIVA-v. EXPIRES: 12-31-2019 April 24,2019 I mow ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/0312016 BEFORE USE. mit 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/7P11 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 Keyway-72nd Apartments Ka001808 l6-DD1524 F07 ROOF SPECIAL GIRDER 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:30 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-yJuGuKbexosSnl3zMP leQsxX2lpxjCpC5HiF7AzNXKF 4-0-15 7-8-6 7-)15 10-7-14 111-3-14 15-0-0 1 19-4-6 4-0-15 3-7-7 0--15 2-8-9 0-8-0 3-8-2 4-4-6 2x4 I I 3x7 = 2x3 H 4x10 = Scale=1:34.3 1101I�� EN M3 r,3 " Wm., 4.00�12 2x3 I I 5 14 2 3x5 = M 6 Lo tn N 11l, n 5x5 = d A O c, s 10 9 8 6x10 II 7 3x6 II 4x10 = 4x7 II 7-8-6 10-5-4 15-0-0 1 19-4-6 1 7-8-6 2-8-14 4-6-12 4-4-6 Plate Offsets(X,Y)-- [2:0-2-12,0-1-8],[4:0-4-8,0-1-12j,[6:0-2-4,0-1-0],[7:Edge,0-3-8],[8:0-2-0,0-2-8],[9:0-8-0,0-2-4],[11:0-2-12,0-3-0],[12:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.09 3 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.67 Vert(TL) -0.17 11-12 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.59 Horz(TL) 0.05 7 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:275 lb FT=0% BCDL 5.0 g 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,and 2-0-0 oc purlins(4-10-13 max.):1-4. 7-10:2x10 DF No.2,3-10:2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std*Except* 1-12:2x6 DF No.2,9-11,6-8,2-11,2-12:2x4 DF No.2 REACTIONS. (lb/size) 12=3257/Mechanical,7=3662/0-2-0 (req.0-2-1) Max Horz 12=-178(LC 6) Max Uplift 12=-1074(LC 6),7=-1161(LC 7) Max Gray 12=3501(LC 24),7=3846(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-7045/2152,3-4=-7020/2152,4-5=-4304/1359,5-6=-4326/1312,6-7=-3742/1137 BOT CHORD 9-10=-103/266,8-9=-1654/5571,10-11=-125/426,3-11=-705/211,11-12=-1046/3804 WEBS 4-9=-638/2142,9-11=-1898/6475,4-8=-2570/748,5-8=-456/157,6-8=-1343/4528, 4-11=-521/2024,2-11=-1337/4412,2-12=-4874/1555 NOTES- 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:2x10-3 rows staggered at 0-2-0 oc,2x4-1 row at 0-9-0 oc. t e D OFF Webs connected as follows:2x4-1 row at 0-9-0 oc. G D r R 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 4G% 6's ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. SCJ• 1NGINEF /O 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; V 'T MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate �kr �')7f grip DOL=1.60 4C--- ;9200P 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. -f ,..— - AIP 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)WARNING:Required bearing size at joint(s)7 greater than input bearing size. f7 A_OREGON t(// 9)Refer to girder(s)for truss to truss connections. L 41, u ' 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) <Q '9Y 14 'ZO 4 12==1074,7=,161. A , e'1'..11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. FR RIL\- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)6003 lb down and 1800 lb up at 10-5-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12-31-2019 LOAD CASE(S) Standard April 24,2019 Continued on Daae 2 t e.... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 891.7473 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 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 Keyway-72nd Apartments K6021808 18-DD1524 F07 ROOF SPECIAL GIRDER 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:30 2019 Page 2 ID:MDVpjRKp4JiRnh12gnn9arzixgF-yJuGuKbexosSnI3zMP IeQsxX2lpxjCpC5H i F7AzNXKF LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-70,4-6=-70,7-10=-10,11-12=-10 Concentrated Loads(Ib) Vert:9=-5400(B) it 6 rr 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 IV,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/I-PH Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments KO0211109 1 t-DD1524 F08 Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:31 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-QVSe5gbGi5_JPSd9v7ptz3Uhl iEMSl1 LKxSofczNXKE 3-11-15 7-8-6 10-3-12 3-11-15 3-8-7 I 2-7-6 2x4 II 3x4 = 2x3 H 3x4 = Scale=1:29.1 M M 9 �,2 10 �/ 11 10 2 3 0/ „ A w r MM IIIw IN •1.1 ME 121167 8 4x9 = O 3x4 = d muinui .i 1 6 5 2x3 I I 3x4 = 7-8-6 10-3-12 7-8-6 I 2-7-6 Plate Offsets(X,Y)-- [7:0-3-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.06 7-8 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.34 VertTL -0.11 7-8 >999 180 BCLDL 10.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:60 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 2x4 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6:2x4 HF Std WEBS 2x4 HF Std REACTIONS. (lb/size) 8=401/Mechanical,5=401/Mechanical Max Horz 8=170(LC 11) Max Uplift 8=-148(LC 8),5=-149(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-269/85,3-4=-251/85,4-5=-392/206 BOT CHORD 7-8=-256/331 WEBS 2-8=-381/199,4-7=-234/408 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-2-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. G 1l 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .��, 4D P R VF - 5)Refer to girder(s)for truss to truss connections. • 4 F 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,r GIN F�n // 8=148,5=149. V 7 /fj 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,„„,_44 ;9200P_ f _,. . ,.iiia► CC 7 ,� OREGON b 14,•�© 43/ 14, 2p P4 MFRRILk-e' EXPIRES: 12-31-2019 April 24,2019 it a .... 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 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 �AA IYI 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/TP1I 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 Keyway-72nd Apartments K6021810 18-DD1524 F09 Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:32 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-uhOOJOcuTP6A0cCLTgK6VH15Z6ZABCyUZbBLB2zNXKD 3-11-15 7-8-6 10-3-12 3-11-15 3-8-7 2-7-6 2x4 I I 3x4 = 2x3 II 3x4 = Scale=1:25.6 M M. 9 r/ 2 10 or/ 11 %2 3 M iiit IBM ,dikh._ . G 7 4x9 = 8 0 3x4 = O w MI I killdi 6 5 2x3 II 3x4 = 7-8-6 10-3-12 II I 7-8-6 2-7-6 Plate Offsets(X,Y)-- [7:0-3-12,0-2-0],[8:0-1-12,0-1-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.06 7-8 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(TL) -0.11 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.02 5 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:56 lb FT=0% BCDL 5.0 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 2x4 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6:2x4 HF Std WEBS 2x4 HF Std REACTIONS. (lb/size) 8=401/Mechanical,5=401/Mechanical Max Horz 8=145(LC 11) Max Uplift 8=-141(LC 8),5=-142(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-344/109,3-4=-317/113,4-5=-391/192 BOT CHORD 7-8=-269/421 WEBS 2-8=-442/207,4-7=-233/449 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-2-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. {Qc p 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. L0 PRO4- 5) 5)Refer to girder(s)for truss to truss connections. ,c s 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) �. t G►NF�n s/p 8=141,5=142. V ,T 4. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. :44 $9220000P E yL 4 OREGON Ott✓, /O 4Y 14, 2°°''' EXPIRES: EXPIRES: 12-31-2019 April 24,2019 4 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 6111.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 Job Truss Truss Type Oty Ply Keyway-72nd Apartments '18-DD1524 F10 Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 5 Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:32 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-uhOOJ0cuTP6A0cCLTgK6VH1sB6YeBBJUZbBLB2zNXKD 3-11-15 7-8-6 10-3-12 3-11-15 3-8-7 2-7-6 2x4 I I 3x4 = 2x3 I I 3x4 = _ Scale=1:22.3 M M 9 „ 2 10 " 11 ,`2 3 „ O' N w A ii • ... ..• ..-- .- Emw mm IIIIIIIIIIIIIIIIII 0=• 7 4x9 = 8 3x4 = 0 c, Y r- 6 5 2x3 II = 7-8-6 10-3-12 7-8-6 2-7-6 Plate Offsets(X,Y)-- [7:0-3-12,0-2-0],[8:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.06 7-8 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.40 Vert(TL) -0.10 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.02 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:53 lb FT=0% BCDL 5.0 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 2x4 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6:2x4 HF Std WEBS 2x4 HF Std REACTIONS. (lb/size) 8=401/Mechanical,5=401/Mechanical Max Horz 8=119(LC 11) Max Uplift 8=-136(LC 8),5=-137(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-476/156,3-4=-431/162,4-5=-388/181 BOT CHORD 7-8=-305/577 WEBS 2-8=-555/242,4-7=-251/529 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-2-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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. �c�r�p PR Qf.- 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)except(jt=lb) �Gj !�yG�IV EF /O 8=136,5=137. C V •T /L 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 'Cf 'V :92 OP L4. OREGON�� ly� /4 All)' 14, 2° v.*fiR RIO- v EXPIRES: IO- EXPIRES: 12-31-2019 April 24,2019 4 4 mom 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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MITA' 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/TM 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 Keyway-72nd Apartments K6021812 18-DD1524 F11 Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:33 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-MtaP WMdWEjF1 eInY1 YrL2UZ1 aWttwd3enFxvkUzNXKC 3-11-15 7-8-6 10-3-12 3-11-15 3-8-7 2-7-6 3x4 II 3x5 = 2x4 I I 3x4 = Scale=1.19.3 9 x 2 10 x 11 x2 3 ® o 0 7 3x5 = 4x9 = 8 0 0 6 2x3 I I 3x4 = 7-8-6 10-3-12 7-8-6 2-7-6 Plate Offsets(X,Y)-- [7:0-3-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.06 7-8 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.46 Vert(TL) -0.11 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.04 5 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:49 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 2x4 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6:2x4 HF Std WEBS 2x4 HF Std REACTIONS. (lb/size) 8=401/Mechanical,5=401/Mechanical Max Horz 8=93(LC 11) Max Uplift 8=-134(LC 9),5=-135(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-767/257,3-4=-663/258,4-5=-380/171 BOT CHORD 7-8=-403/912 WEBS 2-8=-796/335,4-7=-318/717 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-2-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. QC D 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. P R ( OF Cs 5)Refer to girder(s)for truss to truss connections. y 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �Gj� �G�GI NP s'0A- 8=134,5=135. �? •7 4. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. „_`4-1 89200 P E �F! 41141, •0.7- Cr 12* 4,OREGON to /© -9}- so -L. 14, EXPIRES: 12-31-2019 April 24,2019 t _ I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 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 BCS1 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 Keyway-72nd Apartments KCO21813 18-DDI524 001 Roof Special Girder 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:34 2019 Page 1 ID:M0- p4JiRnh12gnn9arzixgF-g48nkie9?ONuGvMkaFMaai66_w6hfz5nOvgSGxzNXKB 4-8-4 I 8-11-0 I 12-9-10 I 21-21-0-66 I 28-1-1 4-8-4 4-2-12 3-10-10 8-2-12 7-0-11 Scale=1:51.6 3x4 II 3x4 = 3x4 II 4x6 = 4x6 = 3x4 = 4x5 II SO 1 6a f512 6a 6a 3 6a 4 6a t3 6a 6 6a 6a fSa 7 IM DZri r7; MI rs Ci 0 i \ / N d, V m N ®, 8x8 = 1 - ° o 5x5 = q a- a— 11 10 9 8 14 4x10 M18SHS 16x10 14x12 I 3x10 M18SHS I I 9-10-1 8-11-0 25-11-3 -- -- 6-5-10 99-22I 22110.1124 28--7--612 08-01 I 121--11-1-1213 I 11-37-7107 I 21-5--9-23 116--11-11-30 I118--10.-1133 I 22-0-2--29 1211--71-01-03 223--11-11-215 F15-11-1132-11--1132 6-9-7 I 22-8--1-413-6-13 0-2-12 0-11-1 Plate Offsets(X,Y)-- [7:0-2-4,0-1-12],[9:0-7-8,0-2-0],[10:0-7-4,0-4-0],[12:0-2-12,0-4-12],[13:0-2-4,0-3-0] LOADING (psf) 25 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 0.88 Vert(LL) -0.09 9-10 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.94 Vert(TL) -0.18 9-10 >999 180 M18SHS 185/148 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:479 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-7, except end verticals. BOT CHORD 2x10 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-11:2x4 DF No.2 6-0-0 oc bracing:12-13. WEBS 2x4 HF Std*Except* 1-13:2x6 DF No.2,4-10,6-10,6-9,7-9:2x4 DF No.2 REACTIONS. (lb/size) 13=521/0-5-8,8=5126/Mechanical,12=8168/0-5-8 Max Horz 13=764(LC 5) Max Uplift 13=-101(LC 10),8=-1643(LC 5),12=-2651(LC 5) Max Gray 13=532(LC 19),8=5341(LC 15),12=8461(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-646/1620,3-4=-435/1575,4-6=-5003/1555,6-7=-2789/890,7-8=-5245/1620 BOT CHORD 10-11=-221/500,9-10=-1325/4033,11-12=-521/1919,3-12=-361/153,12-13=-544/0 WEBS 2-13=-407/1267,2-12=-1312/604,4-10=-1363/4900,6-10=-369/1590,6-9=-2024/725, 7-9=-1726/5829,10-12=-528/1574,4-12=-5401/1677 NOTES- 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:2x10-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. oc Webs connected as follows:2x4-1 row at 0-9-0 oc. �C,,,tp P R Opt: 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. SCO 4G►NFF /a 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;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 `.,r $9200PE 'fit. G� grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 5)Provide adequate drainage to prevent water ponding. ,� wor 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. fl CC 8)Refer to girder(s)for truss to truss connections. -y OREGON 4/ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) L. ALJ \b` 13=101,8=1643,12=2651. / Q 4k 1 (4° �+ 10)Girder carries tie-in span(s):13-0-0 from 0-0-0 to 27-7-9 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. "i�Li R f L'- LOAD CASE(S) Standard EXPIRES: 12-31-2019 April 24,2019 i Continued on oaae 2 t A IMAIM 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 z a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall e� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality 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 Keyway-72nd Apartments K6021813 18-DD1524 G01 Roof Special Girder 1 s Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:34 2019 Page 2 ID:MDVpjRKp4JiRnh12gnn9arzixgF-g48nkie9?0NuGvMkaFMaai66_w6hfz5n0vgSGxzNXKB LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-70,11-14=-530(F=-300,B=-220),8-14=-10,12-13=-230(13-220) t D A amt. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021814 18-DD1524 H01 Roof Special Girder 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:34 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixcIF-g48nkie9?ONuGvMkaFMaai6GGw9xfOhnOvgSGxzNXKB 6-8-6 12-11-3 19-7-9 6-8-6 6-2-14 6-8-5 Scale=1:33.3 -5x,5 = 3x4 = 3x4 = -"..1111 ,� 5x5 = JV l IX1 [j 2 XI I 3 IX] IXI 0 f ...... it .. f e - 0 CI h 8 7 6 10 5 9 4x8 I I 3x7 I I 4x8 I I 3x8 II 3x7 I I 3-6-15 9-9-12 16-0-10 19-7-9 3-6-15 6-2-14 I 6-2-14 I 3-6-14 Plate Offsets(X,Y)— [1:0-2-4,0-2-4],[4:0-2-4,0-2-4],[6:0-4-4,0-2-0],[7:0-4-12,0-1-8],[8:0-4-4,0-2-0],[9:0-4-0,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.10 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.73 Vert(TL) -0.19 6-7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.53 Horz(TL) 0.03 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:288 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 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 10-0-0 oc bracing. WEBS 2x4 DF No.2*Except* 1-9,4-5:2x6 DF No.2 REACTIONS. (lb/size) 9=5367/0-5-8,5=5256/Mechanical Max Horz 9=-180(LC 4) Max Uplift 9=-1733(LC 4),5=-1696(LC 5) Max Gray 9=5545(LC 15),5=5454(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-4896/1539,1-2=-3560/1098,2-3=-6096/1856,3-4=-3509/1097,4-5=-4912/1538 BOT CHORD 7-8=-1620/4925,6-7=-1592/4902 WEBS 1-8=-1760/5834,2-8=-2480/863,2-7=-613/2173,3-7=-614/2213,3-6=-2483/864, 4-6=-1760/5861 NOTES- 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. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. D 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 aa o PROc ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. .(\�``� F`ss 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; ., G\AGIN4. /p MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate v `T if, grip DOL=1.60 �/ �i n v'9 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 8 200PE c 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 41P0011101,111:A,r 7)Refer to girder(s)for truss to truss connections. ' 1111I► ' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) tt 9=1733,5=1696. A_OREGON to 9)Girder carries tie-in span(s):11-0-0 from 0-0-0 to 19-2-1 Ili 2! 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. iQ '9Y R14 2.0 �'$ LOAD CASE(S) Standard MFR1Lk 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:1-4=-70,9-10=-490(F=-180,B=-300),5-10=-190(F=-180) April 24,2019 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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 propedy 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 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 Keyway-72nd Apartments K6021815 18-DD1524 101 ROOF SPECIAL 18 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:35 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-IGh9x1 enIKVIt3xw8ztp7vfJUJb3OVsxFZQOoNzNXKA 5-9-13 8-9-8 5-9-13 2-11-11 Scale=1:59.9 441 7 3x4 I I 6x8 M18SHS = 3x4 3 1 43:1 ■ n '' 1.7\8i �.� 6 5 4 3x5 II 3x4 = 5x5 = 3-1-11 8-9-8 3-1-11 I 5-7-13 Plate Offsets(X,Y)-- [1:0-3-4,0-4-0],[4:0-2-8,0-2-12],[6:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 55.4 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.02 4-5 >999 240 MT20 185/148 (Roof Snow=55.4) Lumber DOL 1.15 BC 0.35 Vert(TL) -0.03 4-5 >999 180 M18SHS 185/148 TCDL 10.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.01 6 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:87 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD 2-0-0 oc purlins(5-6-10 max.):1-7,1-3, except end verticals. BOT CHORD 2x4 DF No.2 Except: WEBS 2x4 HF Std*Except* 6-0-0 oc bracing:1-6 6-7:2x6 DF 2500F 2.2E 10-0-0 oc bracing:1-7 OTHERS 2x6 DF 2500F 2.2E BOT CHORD Rigid ceiling directly applied or 5-4-12 oc bracing. LBR SCAB 6-7 2x6 DF 2500F 2.2E one side WEBS 1 Row at midpt 1-7 REACTIONS. (lb/size) 6=593/Mechanical,4=593/0-2-0 Max Horz 4=-526(LC 8) Max Uplift 6=-463(LC 8),4=-463(LC 9) Max Gray 6=899(LC 20),4=899(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-895/756,1-2=-1512/1375 BOT CHORD 5-6=-1313/1537,4-5=-265/889 WEBS 1-5=-953/839,2-5=-645/866,2-4=-1399/1117 NOTES- 1)Attached 10-8-8 scab 6 to 7,front face(s)2x6 DF 2500F 2.2E with 2 row(s)of 10d(0.131'x3")nails spaced 9"o.c.except:starting at 0-7-12 from end at joint 6,nail 2 row(s)at 3"o.c.for 2-0-0. 2)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 8-7-12 zone;cantilever left and right QED PROFF exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 !NGINEF 3)TCLL:ASCE 7-10;Pf=55.4 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 V 'T A_ 4)Provide adequate drainage to prevent water ponding. �Cf 2'Sy 5)All plates are MT20 plates unless otherwise indicated. 89200PE f 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s)for truss to truss connections. PIP •Or 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. ice, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=463,4=463. -37OREGON . 4, 10) Load case(s)2,18,19,20,21,22 has/have been modified.Building designer must review loads to verify that they are correct for I- r r �A the intended use of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /V 1 Q' (P A- 11) 7? LOADCASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 24,2019 Continued on Daae 2 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2016 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 Keyway-72nd Apartments K6021816 18-DD1524 101 ROOF SPECIAL 18 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:35 2019 Page 2 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-IGh9x1 enIKVIt3xw8ztp7vfJUJb3OVsxFZQOoNzNXKA LOAD CASES) Standard Uniform Loads(plf) Vert:1-3=-131,4-6=-10 2)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-163,4-6=-10 18)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(pIf) Vert:1-3=-100,4-6=-10 19) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-141,4-6=-10 Horz:1-6=21,1-7=38,3-4=7 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-141,4-6=-10 Horz:1-6=-7,1-7=-38,3-4=-21 21) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-141,2-3=-151,4-6=-10 Horz:1-6=19,1-7=-25,3-4=3 22)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-151,3-9=-141,4-6=-10 Horz:1-6=-3,1-7=-25,3-4=-19 1 B A 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 WOOconnectors.This design is based only upon parameters shown,and is for an individual building component,not Mil' 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 Niek" 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 Keyway-72nd Apartments K6021816 18-DD1524 JA01 Jack-Open 4 1 A. Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:36 2019 Page 1 ID:MD VpjRKp4JiRnhl2gnn9arzixgF-m SFX8NfP WedcVD W7ig02g7BfPj0S72V4UD9ZKpzNXK9 1-9-1 I 1-9-1 Scale=1:7.3 4.00 12 2 / t 0 1 o o ri_addil 3 3x4 = 1-9-1 1-9-1 Plate Offsets(X,Y)-- [1:0-1-5,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.00 1 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 1 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:5 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-1 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=984/Mechanical,2=60/Mechanical,3=9/Mechanical Max Horz 3=25(LC 10) Max Uplift 2=-32(LC 10) Max Gray 1=984(LC 1),2=60(LC 1),3=26(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=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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. 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)915 lb down at 0-0-2 on bottom `Qtp PR OF% chord. The design/selection of such connection device(s)is the responsibility of others. ,c` s 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ��CCj , ,G�NEER tS/0�� LOAD CASE(S) Standard `Vo 'T f' 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 89200PE c Uniform Loads(plf) �f� Vert:1-2=-70,1-3=-10 Concentrated Loads(Ib) 1 0r Vert:1=-915(F) d 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15REGON 4, Uniform Loads(plf) -L./ ',OO Oft 4 Vert:1-2=-58,1-3=-10 © 14 t' r Concentrated Loads(Ib) rp �` Vert:1=-915(F) �`►7 R��y 3)Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:1-2=-58,1-3=10 April 24,2019 1 Continued on owe 2 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 �m 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 Keyway-72nd Apartments K6021816 18-DD1524 JA01 Jack-Open 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:36 2019 Page 2 ID:MDVpjRKp4JiRnh12gnn9arzixgF-m SFX8NfP WedcVD W7ig02g7BfPj0S72V4UD9ZKpzNXK9 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-915(F) 4)Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-31,1-3=-10 Concentrated Loads(lb) Vert:1=-915(F) 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-20,1-3=-30 Concentrated Loads(Ib) Vert:1=-915(F) 6)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=53,1-3=6 Horz:1-2=-62 Concentrated Loads(Ib) Vert:1=-915(F) 7)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=53,1-3=-6 Horz:1-2=-62 Concentrated Loads(Ib) Vert:1=-915(F) 8)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-42,1-3=-10 Horz:1-2=22 Concentrated Loads(Ib) Vert:1=-915(F) 9)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-42,1-3=-10 Horz:1-2=22 Concentrated Loads(Ib) Vert:1=-915(F) 10)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=33,1-3=-6 Horz:1-2=-41 Concentrated Loads(Ib) Vert:1=-915(F) 11) Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=20,1-3=-6 Horz:1-2=-28 Concentrated Loads(Ib) Vert:1=-915(F) 12)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=9,1-3=-10 Horz:1-2=-29 Concentrated Loads(Ib) Vert:1=-915(F) 13)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-4,1-3=-10 Horz:1-2=-16 Concentrated Loads(Ib) Vert:1=-915(F) 14)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=33,1-3=-6 Horz:1-2=-41 Concentrated Loads(Ib) Vert:1=-915(F) 15) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=10,1-3=-6 Horz:1-2=-18 Concentrated Loads(Ib) Vert:1=-915(F) 16)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 t Continued on oaae 3 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 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' I� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing (YIt Ir 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/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,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021816 18-DD1524 JA01 Jack-Open 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:36 2019 Page 3 ID:MDVpj RKp4JiRnh12gnn9arzixgF-m SFX8NfP WedcV D W7ig02g7BfPj0S72V4UD9ZKpzNXK9 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=20,1-3=-6 Horz:1-2=-29 Concentrated Loads(Ib) Vert:1=-915(F) 17) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=10,1-3=-6 Horz:1-2=-18 Concentrated Loads(Ib) Vert:1=-915(F) 18)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=9,1-3=-10 Horz:1-2=-29 Concentrated Loads(Ib) Vert:1=-915(F) 19)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-14,1-3=-10 Harz:1-2=-6 Concentrated Loads(Ib) Vert:1=-915(F) 20)Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-2=-70,1-3=-10 Concentrated Loads(Ib) Veil:1=-915(F) 21)Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-35,1-3=-10 Concentrated Loads(Ib) Veil:1=-915(F) 22)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-2=-20,1-3=-10 Concentrated Loads(Ib) Vert:1=-915(F) 23)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-36,1-3=-10 Horz:1-2=-22 Concentrated Loads(Ib) Vert:1=-915(F) 24)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-2=-45,1-3=-10 Horz:1-2=-12 Concentrated Loads(Ib) Vert:1=-915(F) 25)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-36,1-3=-10 Horz:1-2=-22 Concentrated Loads(Ib) Vert:1=-915(F) 26)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-53,1-3=-10 Horz:1-2=-5 Concentrated Loads(Ib) Vert:1=-915(F) A� I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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 A a� 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021817 1S-DD1524 JA02 Jack-Open 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:36 2019 Page 1 I D:M DVpjRKp4JiRnh 12gnn9arzixgF-m SFX8NfP WedcVDW7igO2g7Bb0j?872V4U D9ZKpzNXK9 3-9-1 I 3-9-1 Scale=1:10.6 2 5 4.00 12 v 4 0 1 3x4 = 3 3-9-1 3-9-1 Plate Offsets(X,Y)-- [1:0-1-5,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 0.27 Vert(LL) -0.01 1-3 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.10 Vert(TL) -0.02 1-3 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:11 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=1060/Mechanical,2=127/Mechanical,3=18/Mechanical Max Horz 3=51(LC 10) Max Uplift 2=-68(LC 10) Max Gray 1=1061(LC 20),2=131(LC 20),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=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 3-8-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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. 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26 has/have been modified. �� PRF� Building designer must review loads to verify that they are correct for the intended use of this truss. © O 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)915 lb down at 0-0-12 on tS bottom chord. The design/selection of such connection device(s)is the responsibility of others. ! G�N�� s'o 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). � V i9 LOAD CASE(S) Standard ` 89200PE 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 • Uniform Loads(plf) • Vert:1-2=-70,1-3=-10 air Concentrated Loads(Ib) Q • r� • ' CC Vert:1=-915(F) ,9 OREGON L(/ 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 7Z- 4 � A Uniform Loads(plf) © Y 4 2.o 1 r Vert:1-2=-57,1-3=-10Qj Concentrated Loads(Ib) MFR R I1-L- Vert:1=-915(F) 3)Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 24,2019 Continued on Daae 2 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 �rt 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 Keyway-72nd Apartments K6021817 18-DD1524 JA02 Jack-Open 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:36 2019 Page 2 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-mSFX8NfP WedcVD W7ig02g7BbOj?872V4UD9ZKpzNXK9 LOAD CASE(S) Standard Uniform Loads(plt) Vert:1-4=-57,2-4=-61,1-3=-10 Concentrated Loads(Ib) Vert:1=-915(F) 4)Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plt) Vert:1-2=-31,1-3=-10 Concentrated Loads(Ib) Vert:1=-915(F) 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-20,1-3=-30 Concentrated Loads(Ib) Vert:1=-915(F) 6)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-5=53,2-5=27,1-3=-6 Horz:1-5=-62,2-5=-35 Concentrated Loads(Ib) Vert:1=-915(F) 7)Dead+0.6 C-C Wind(Pos.Internal)Case 2:-Lumber Increase=l.60,Plate Increase=t:80 Uniform Loads(pit) Vert:1-2=53,1-3=-6 Horz:1-2=-62 Concentrated Loads(Ib) Vert:1=-915(F) 8)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-42,1-3=-10 Horz:1-2=22 Concentrated Loads(Ib) Vert:1=-915(F) 9)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-42,1-3=-10 Horz:1-2=22 Concentrated Loads(Ib) Vert:1=-915(F) 10) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=33,1-3=-6 Horz:1-2=-41 Concentrated Loads(Ib) Vert:1=-915(F) 11)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=20,1-3=-6 Horz:1-2=-28 Concentrated Loads(Ib) Vert:1=-915(F) 12) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=9,1-3=-10 Horz:1-2=-29 Concentrated Loads(Ib) Vert:1=-915(F) 13)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-4,1-3=-10 Horz:1-2=-16 Concentrated Loads(Ib) Vert:1=-915(F) 14)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=33,1-3=-6 Horz:1-2=-41 Concentrated Loads(Ib) Vert:1=-915(F) 15)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=10,1-3=-6 Horz:1-2=-18 Concentrated Loads(Ib) Vert:1=-915(F) 16)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Continued on Daae 3 r ter. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MEI(REFERENCE PAGE MNL7473 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 IY,iTek" is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021817 18-DD1524 JA02 Jack-Open 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:36 2019 Page 3 ID:MDVpjRKp4JiRnh12gnn9arzixgF-m SFX8NfP WedcVDW7ig02g7Bb0j?872V4UD9ZKpzNXK9 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=20,1-3=-6 Horz:1-2=-29 Concentrated Loads(Ib) Vert:1=-915(F) 17)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=10,1-3=-6 Horz:1-2=-18 Concentrated Loads(Ib) Vert:1=-915(F) 18)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=9,1-3=-10 Horz:1-2=-29 Concentrated Loads(Ib) Vert:1=-915(F) 19)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-14,1-3=-10 Horz:1-2=-6 Concentrated Loads(Ib) Vert:1=-915(F) 20)Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-70,2-4=-75,1-3=-10 Concentrated Loads(Ib) Vert:1=-915(F) 21)Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-35,1-3=-10 Concentrated Loads(Ib) Vert:1=-915(F) 22)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-2=-20,1-3=-10 Concentrated Loads(ib) Vert:1=-915(F) 23)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-36,1-3=-10 Horz:1-2=-22 Concentrated Loads(Ib) Vert:1=-915(F) 24)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-45,1-3=10 Horz:1-2=-12 Concentrated Loads(Ib) Vert:1=-915(F) 25)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-36,1-3=-10 Horz:1-2=-22 Concentrated Loads(Ib) Vert:1=-915(F) 26)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-53,1-3=-10 Horz:1-2=-5 Concentrated Loads(Ib) Vert:1=-915(F) 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 mit building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing lVlilek" 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 Keyway-72nd Apartments K6021818 18-DD1524 JA03 Jack-Open 4 1 a Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:37 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-EfpvMjgl HxIT7N5JGOwHCKkfe7In5VIEitv6tGzNXK8 5-9-1 5-9-1 Scale=1:13.9 2 m a 4.00 12 6 5 :L. m o, O N 4 o N '(.------------- 3x4 = ____ _. __...... 3 4-1-4 i 5-9-1 4-1-4 1-7-13 Plate Offsets(X,Y)-- [1:0-1-5,Edge] LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TOLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.05 1-3 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.09 1-3 >733 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:16 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-1 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=1140/Mechanical,2=197/Mechanical,3=28/Mechanical Max Horz 3=79(LC 10) Max Uplift 2=-105(LC 10) Max Gray 1=1145(LC 20),2=216(LC 20),3=84(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=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 5-8-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)except(jt=lb) 2=105. NOTES- to D 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26 has/have been modified. ��to PRO,- Building designer must review loads to verify that they are correct for the intended use of this truss. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)915 lb down at 0-0-12 on �Co !NGINE€ /Q bottom chord. The design/selection of such connection device(s)is the responsibility of others. V nf •T /L 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ��ti. 89200P E 9r'' LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ®: �� . Uniform Loads(ptf) w ,. _ Vert:1-2=-70,1-3=-10 v (r Concentrated Loads Ib -y4740..2.4k OREGON I A. to Vert:1=-915(F) 2 \ 4 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /Q 4r ,��' Q Uniform Loads(plf) Vert:1-2=-58,1-3=-10 � b R'Ly Concentrated Loads(Ib) �l Vert:1=-915(F) EXPIRES: 12-31-2019 Continued on oaae 2 April 24,2019 1 1 A .... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit 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 A budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IVIiTek` 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 Keyway-72nd Apartments .. _ Jack-Open 4 1 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:37 2019 Page 2 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-EfpvMjg1 HxIT7N5JGOwHCKkfe7InsVIEitv6tGzNXK8 LOAD CASE(S) Standard 3)Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-58,2-6=-65,1-3=-10 Concentrated Loads(Ib) Vert:1=-915(F) 4)Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-31,1-3=-10 Concentrated Loads(Ib) Vert:1=-915(F) 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-20,1-3=-30 Concentrated Loads(Ib) Vert:1=-915(F) 6)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=52,2-5=27,1-3=-6 Horz:1-5=-61,2-5=-35 Concentrated Loads(Ib) Vert:1=-915(F) 7)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p8) Vert:1-4=27,2-4=52,1-3=-6 Horz:1-4=-35,2-4=-61 Concentrated Loads(Ib) Vert:1=-915(F) 8)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-42,1-3=-10 Horz:1-2=22 Concentrated Loads(lb) Vert:1=-915(F) 9)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-42,1-3=-10 Horz:1-2=22 Concentrated Loads(Ib) Vert:1=-915(F) 10) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=33,1-3=-6 Horz:1-2=-41 Concentrated Loads(Ib) Vert:1=-915(F) 11) Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=20,1-3=-6 Horz:1-2=-28 Concentrated Loads(Ib) Vert:1=-915(F) 12) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-2=9,1-3=-10 Horz:1-2=-29 Concentrated Loads(Ib) Vert:1=-915(F) 13) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-2=-4,1-3=-10 Horz:1-2=-16 Concentrated Loads(Ib) Vert:1=-915(F) 14)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=33,1-3=-6 Horz:1-2=-41 Concentrated Loads(lb) Vert:1=-915(F) 15)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=10,1-3=-6 Horz:1-2=-18 Concentrated Loads(Ib) Vert:1=-915(F) 4 Continued on owe 3 _ 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 wdh 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 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/TP/1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021818 18-DD1524 JA03 Jack-Open 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:37 2019 Page 3 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-EfpvMjgl HxIT7N5JGOwHCKkfe7InsVIEitv6tGzNXK8 LOAD CASE(S) Standard 16)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=20,1-3=-6 Hoa:1-2=-29 Concentrated Loads(lb) Vert:1=-915(F) 17)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=10,1-3=-6 Horz:1-2=-18 Concentrated Loads(Ib) Vert:1=-915(F) 18)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=9,1-3=-10 Horz:1-2=-29 Concentrated Loads(Ib) Vert:1=-915(F) 19)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-14,1-3=-10 Horz:1-2=-6 Concentrated Loads(lb) Vert:1=-915(F) 20)Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-70,2-6=-81,1-3=-10 Concentrated Loads(Ib) Vert:1=-915(F) 21)Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-35,1-3=-10 Concentrated Loads(Ib) Vert:1=-915(F) 22) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Veil:1-2=-20,1-3=-10 Concentrated Loads(Ib) Vert:1=-915(F) 23)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-36,1-3=-10 Horz:1-2=-22 Concentrated Loads(Ib) Vert:1=-915(F) 24)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-45,1-3=-10 Horz:1-2=-12 Concentrated Loads(Ib) Vert:1=-915(F) 25)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-36,1-3=-10 Horz:1-2=-22 Concentrated Loads(Ib) Vert:1=-915(F) 26)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-53,1-3=-10 Horz:1-2=-5 Concentrated Loads(Ib) Vert:1=-915(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. g 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 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 250KIugCCA Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments • 18LID152d ,1091 Jar,A-Open 2 1 K61/44$19 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:38 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixciF-jrNlZ3hf2FtKkXgVp5R WIYHw5XbsbxaNxXegPizNXK7 I 7-9-1 7-9-1 I 3 Scale=1:18.5 4.00 12 11 2x3 II 10 2 9 • 8 1 3x4 = < 1 4 5 2x3 II 1 3-10-8 q-1-4 7-9-1 3-10-8 0-2-1 3-7-13 LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.02 4-5 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(TL) 0.02 4-5 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.08 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MR Weight:29 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std REACTIONS. (lb/size) 3=75/Mechanical,4=-104/Mechanical,5=645/0-5-8 Max Horz 5=107(LC 10) Max Uplift 3=-43(LC 10),4=-104(LC 1),5=-302(LC 10) Max Gray 3=99(LC 20),4=61(LC 10),5=667(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-370/250 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-8-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ' grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 except Ut=lb) 4=104,5=302. PR�FFV` sslC , GINEF 4., el, =92 OP •17 r- .., et -/ '_OREGON Ix too O -9r 1 4ili , 2� P FR R I O-e' EXPIRES: 12-31-2019 April 24,2019 4 A4 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �M• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �6 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021820 18-DD1524 JA05 Jack-Closed 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:38 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-jrNlZ3hf2FtKkXgVp5R WIYHgnXfmburNxXegPizNXK7 9-9-1 I I 9-9-1 Scale=1:21.5 3 3 4.00 12 8 7 3x4 2 1 iiiiiilliiiill1111111111111111.1111111111111111111111111111111111111111111111111111rall_...ggilgggllggllIllftllIll1111MIMIIIft, 3x4 = ►-/ 4 5 2x3 II 3x4 = 3-10-8 4r1-4 9-9-1 I 3-10-8 0--1 5-7-13 Plate Offsets(X,Y)-- [3:Edge,0-1-12],[4:0-1-12,0-1-8] 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 0.77 Vert(LL) -0.02 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(TL) -0.03 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.27 Horz(TL) -0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:38 lb FT=0% BCDL 5.0 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. REACTIONS. (lb/size) 4=108/Mechanical,5=661/0-5-8 Max Horz 5=144(LC 11) Max Uplift 4=-60(LC 11),5=-309(LC 10) Max Gray 4=156(LC 20),5=689(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-465/380 BOT CHORD 1-5=-305/462,4-5=-310/460 WEBS 2-5=-628/438,2-4=-408/358 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-7-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. Q�D P R�F�s 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. ��` 5)Refer to girder(s)for truss to truss connections. ,c 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) c.u3 ,NG t NEFq `/OS 5=309. 4.3. 89200PE Woo • OREGON 40 �'< 4j 14, 2°\�4 FRR1��-0 EXPIRES: 12-31-2019 April 24,2019 I 4 NM= 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 budding 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 Kiel( building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 Kiu9C i 9e Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021821 1a-DD1524 JA06 Jack-Closed -2 1 - s Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:39 2019 Page 1 ID:M DVpjRKp4JiRnh 12gnn9arzixgF-B 1 xgnPiHpZ?BMgFiNoylHIp?xx_wKJH WABODx8zNXK6 11-9-1 11-9-1 Scale=1:25.0 3 4x8 M1 -.y II 4.00 I' 12 8 9 7 3x4 2 6 gro 1 3x4 = M 4 5 4x4 = 2x3 II 3-10-84r1 11-9-1 3-10-8 0--12 7-7-13 Plate Offsets(X,Y)-- [3:0-3-8,Edge] 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) -0.06 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 -0.10 4-5 >955 180 M18SHS 220/195 TCDL 10.0 Vert(TL) BCLL 0.0 Rep Stress lncr YES WB 0.45 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:48 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 6-0-0 oc bracing. 3-4:2x4 DF No.2 REACTIONS. (lb/size) 4=218/Mechanical,5=710/0-5-8 Max Horz 5=174(LC 11) Max Uplift 4=-82(LC 11),5=-317(LC 10) Max Gray 4=291(LC 20),5=744(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-436/303,3-4=-298/165 BOT CHORD 1-5=-221/429,4-5=-275/431 WEBS 2-5=-690/431,2-4=-376/308 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-7-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. ,c QC PR c 4)All plates are MT20 plates unless otherwise indicated. �`�` D F F`str 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C. NG►N /02 6)Refer to girder(s)for truss to truss connections. �r 7 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) <Cf 9<, 5=317. ;92 IOP % 4OREGON�Ix �<br /4 4j- f 4, `�O v-1.. 4/ k.. EXPIRES: 12-31-2019 April 24,2019 t r 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not o- 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 for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply Keyway-72nd Apartments K6021822 18-DD1524 JA07 Jack-Closed 2 1 Job Reference(optionat) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:39 2019 Page 1 ID:MDV pjRKp4JiRnh12gnn9arzixgF-B1 xgnPiHpZ?BMgFiNoyIHIpz4xxyKJOWABODx8zNXK6 8-6-6 13-9-1 8-6E 5-2-11 Scale=1:28.0 4 3 PP 4.00 12 3x4 10 9 3 8 2x3 I I 2 7 J e 3x4 = ►, 5 6 3x4 = 3x4 = 3-10-8 4771-1 13-9-1 3-10-8 0-2-12 9-7-13 Plate Offsets(X,Y)-- [3:0-1-12,0-1-8],[5:0-1-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.16 5-6 >711 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.42 Vert(TL) -0.27 5-6 >422 180 TCDL 10.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:57 lb FT=0% BCDL 5.0 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. REACTIONS. (lb/size) 5=316/Mechanical,6=773/0-5-8 Max Horz 6=204(LC 11) Max Uplift 5=-110(LC 10),6=-332(LC 10) Max Gray 5=414(LC 20),6=811(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-477/397,2-3=-410/403 BOT CHORD 1-6=-329/472,5-6=-158/308 WEBS 2-6=-316/179,3-5=-307/138,3-6=-754/464 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-7-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 Qc c 3)Unbalanced truss snow loads have been considered for this design. liel .��``` P R �C ss 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q Q 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)except(jt=lb) `NG�NF<C`�y �OA" 5=110,6=332. tr v •T 1- 4.c' 89200P " ry' ft 4- 2i OREGON �4/ /O lj' 14, ?d P+ FRRit�-0 EXPIRES: 12-31-2019 April 24,2019 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 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 Lf 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 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 Keyway-72nd Apartments AliJ1D152dK&t21823 . JAOB -Jade g,aed 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:40 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-fEV2_liwas71_gquxwi_gzMC1 KER3g2gOr7nTazNXK5 10-1-10 15-9-1 10-1-10 5-7-7 Scale=1:30.2 4 tV 4.00 12 3x5 5 10 9 3 OAS 8 2x3 I I 2 7 M. 3x4 = 6 5 3x5 = 3x4 = 3-10-8 411 15-9-1 3-10-8 0-2-'2 11-7-13 Plate Offsets(X,Y)-- [3:0-2-0,0-1-8],[4:Edge,0-1-12],[5:0-2-0,0-1-8] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.32 5-6 >432 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(TL) -0.55 5-6 >252 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:67 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 6-0-0 oc bracing. 4-5:2x4 DF No.2 REACTIONS. (Ib/size) 5=408/Mechanical,6=841/0-5-8 Max Horz 6=234(LC 11) Max Uplift 5=-145(LC 10),6=-350(LC 10) Max Gray 5=531(LC 20),6=884(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-464/330,2-3=-389/348 BOT CHORD 1-6=-259/455,5-6=-200/436 WEBS 2-6=-393/222,3-5=-457/204,3-6=-795/484 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 15-7-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. CQ t0 PROp s 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �` Fl t' 5)Refer to girder(s)for truss to truss connections. C;(‘''=``GINE s'a 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) V\ 19 4 5=145,6=350. 89200PE s-- L74. 40,OREGON 1,, ,<lyQ 'ogrf42° fi.+ MFRRIL EXPIRES: 12-31-2019 April 24,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE A01.7473 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 �Y�R IC A Ilei. 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 Keyway-72nd Apartments K6021824 18-DD1524 JA09 Jack-Open 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 5 Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:40 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-fEV2_liwas71_gquxWT_gzMESKJ I3sugOr7nTazNXKS 3-7-14I 7-9-1 I 4-- I -- Scale=1:17.6 3 '12x3 I 2 4.00 i 8 7 IN - 6 1111111111111111 1,1• �� 4 11 3x4 = -- ,/ 5 2x3 II 6-0-0 6]2-12 7-9-1 I 6-0-0 0-2-1 1-6-5 Plate Offsets(X,Y)-- [1:0-1-5,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.03 1-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(TL) -0.07 1-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.04 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:26 lb FT=0% BCDL 5.0 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 2x6 DF No.2 REACTIONS. All bearings Mechanical except(jt=length)5=0-5-8. (Ib)- Max Horz 5=106(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 3=-104(LC 1),5=-223(LC 10) Max Gray All reactions 250 lb or less at joint(s)3,4 except 1=1113(LC 20),5=614(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-486/286 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; • MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 7-8-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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. r 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=1b) `,o) OpG' 3=104,5=223. ,..1„, •u- GiNEF. °' 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)915 lb down at 0-0-12 on V t� bottom chord. The design/selection of such connection device(s)is the 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). .� $9200P E 9t! LOAD CASE(S) Standard // 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 `4 •s "” . Uniform Loads(plf) • Vert:1-3=-70,1-4=-10 • OREGON �C Concentrated Loads(Ib) 7, Vert:1=-915(F) �p ''r 14, SI° '-- RRIO- EXPIRES: 12-31-2019 April 24,2019 1 �— I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. E Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 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 SCSI Building Component 250 Klug ircl9e Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments ;`III _ JA40 Jack-Claud KS029826 2 1 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:41 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-7Q3QC5jYLAFub_04VD DNAuPfkfToJmpdVtK01zNXK4 I 6-2-12 9-9-1 6-2-12 I 3-6-5 Scale=1:21.5 3 2 r 4.00 -II - 3x4 2 7 Y Iw c 3x5 = kill4 5 2x3 I I 3x4 = 6-0-0 6 2-1 9-9-1 0-- Plate Offsets(X,Y)-- [1:0-1-5,Edge] 6-0-0 1 3-6-5 LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.03 1-5 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.29 Vert(TL) -0.07 1-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL) -0.00 1 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:37 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. REACTIONS. (lb/size) 1=1129/Mechanical,4=75/Mechanical,5=475/0-5-8 Max Horz 5=144(LC 11) Max Uplift 4=-57(LC 11),5=-142(LC 10) Max Gray 1=1130(LC 20),4=108(LC 20),5=516(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-415/149 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 9-7-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)Refer to girder(s)for truss to truss connections. aa L0 PROF 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) „`�%` f 7 "s 5=142. eco NGIN4- `r/0 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26 has/have been modified. �C � A_ Building designer must review loads to verify that they are correct for the intended use of this truss. f� 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)915 lb down at 0-0-12 on c' 89200PE -Yr 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). y/ LOAD CASE(S) Standard 44.000101e - /';01, • 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ,�OREGON �(/' Uniform Loads(plf) Vert:1-3=-70,1-4=10 Concentrated Loads(Ib) /e) 'QY 14 �O� 6P Vert: (bal /� �RIL\- 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 R Uniform Loads(ptf) Vert:1-3=-58,1-a=-10 EXPIRES: 12-31-2019 4 Continued on one 2 April 24,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. �m Design valid for use only with MiTekSi connectors.This design is based ony upon parameters shown,and is for an individual building component,not tl 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 Mi �.I�M1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021825 18-DD1524 JA10 Jack-Closed 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:41 2019 Page 2 I D:MDV pjRKp4JiRnh12gnn9arzixgF-7Q3QC5jYLAFub_O4VD_DNAuPfkfToJmpdVtK01 zNXK4 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-915(F) 3)Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-58,3-7=-72,1-4=-10 Concentrated Loads(Ib) Vert:1=-915(F) 4)Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-31,1-4=-10 Concentrated Loads(Ib) Vert:1=-915(F) 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-20,1-4=-30 Concentrated Loads(Ib) Vert:1=-915(F) 6)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=45,3-6=25,1-4=-6 Horz:1-6=-54,3-6=-34,3-4=39 Concentrated Loads(Ib) Vert:1=-915(F) 7)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=25,3-7=45,1-4=-6 Horz:1-7=-34,3-7=-54,3-4=-24 Concentrated Loads(Ib) Vert:1=-915(F) 8)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-39,1-4=-10 Horz:1-3=19,3-4=-36 Concentrated Loads(Ib) Vert:1=-915(F) 9)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-39,1-4=-10 Horz:1-3=19,3-4=27 Concentrated Loads(Ib) Vert:1=-915(F) 10) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=33,1-4=-6 Horz:1-3=-41,3-4=22 Concentrated Loads(Ib) Vert:1=-915(F) 11)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=20,1-4=-6 Horz:1-3=-28,3-4=17 Concentrated Loads(Ib) Vert:1=-915(F) 12)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=9,1-4=-10 Horz:1-3=-29,3-4=10 Concentrated Loads(Ib) Veil:1=-915(F) 13)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-4,1-4=-10 Horz:1-3=-16,3-4=-29 Concentrated Loads(Ib) Vert:1=-915(F) 14) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=33,2-3=20,1-4=-6 Horz:1-2=-41,2-3=-29,3-4=15 Concentrated Loads(Ib) Vert:1=-915(F) 15)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=10,1-4=-6 Horz:1-3=-18,3-4=-7 Continued on oaae 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the250 Safety Information delivery, erection from Truss Plate Insttu e,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,QualityCriteria,DSB-89 and BCSI Building Component Cor naa,CAro92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments - 1 • Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:41 2019 Page 3 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-703QC5jYLAFub_04VD_DNAuPfkfToJmpdVtK01 zNXK4 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-915(F) 16)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=20,1-4=-6 Horz:1-3=-29,3-4=15 Concentrated Loads(Ib) Vert:1=-915(F) 17)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=10,1-4=-6 Horz:1-3=-18,3-4=-7 Concentrated Loads(Ib) Vert:1=-915(F) 18)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-2=9,2-3=-3,1-4=-10 Horz:1-2=-29,2-3=-17,3-4=4 Concentrated Loads(Ib) Vert:1=-915(F) 19)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-14,1-4=-10 Horz:1-3=-6,3-4=-19 Concentrated Loads(Ib) Vert:1=-915(F) 20) Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-70,3-7=-89,1-4=-10 Concentrated Loads(Ib) Vert:1=-915(F) 21)Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-35,1-4=-10 Concentrated Loads(Ib) Vert:1=-915(F) 22) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-20,1-4=-10 Concentrated Loads(Ib) Vert:1=-915(F) 23)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-36,1-4=-10 Horz:1-3=-22,3-4=7 Concentrated Loads(Ib) Vert:1=-915(F) 24) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-3=-45,1-4=-10 Horz:1-3=-12,3-4=-21 Concentrated Loads(Ib) Vert:1=-915(F) 25)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-36,2-3=-45,1-4=-10 Horz:1-2=-22,2-3=-13,3-4=3 Concentrated Loads(Ib) Vert:1=-915(F) 26)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-3=-53,1-4=-10 Horz:1-3=-5,3-4=-14 Concentrated Loads(lb) Vert:1=-915(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit it Design valid for use only with MiTe14i1 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall e� 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/TP/1 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 Keyway-72nd Apartments K6021826 18-DD1524 JA11 Jack-Closed 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:42 2019 Page 1 ID:MDV pjRKp4JiRnh12gnn9arzixcIF-bcdoPRkA6U N ID8zH2xVSvORYC8?7XIpzs9ctYTzNXK3 6-2-12I 11-9-1 6-2-12 5-6-5 Scale=1:24.4 3 3.• P 4.0012 3x4 %7 8 2 M I' Mat Y Y' MI 4 5 3x4 = 3x4 = 2x3 II 6-0-0 6--1 11-9-1 6 0-0 0--1 5-6-5 Plate Offsets(X,Y)-- [1:0-1-5,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.03 1-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.26 Vert(TL) -0.07 1-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.08 Horz(TL) -0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:46 lb FT=0% BCDL 5.0 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) 1=1125/Mechanical,4=173/Mechanical,5=541/0-5-8 Max Horz 5=174(LC 11) Max Uplift 4=-75(LC 10),5=-172(LC 10) Max Gray 1=1125(LC 1),4=230(LC 20),5=590(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-502/192 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; 1 MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 11-7-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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. `In�p P R Qr 6)Refer to girder(s)for truss to truss connections. Tom`. CO 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 5. !``G i N FOs%o 5=172. V` 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)915 lb down at 0-0-12 on fit? . bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8g200P E 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). <gst.,,,,,Z----.., LOAD CASE(S) Standard i 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 � Uniform Loads(plf) O <Cr Vert:1-3=-70,1-4=10 - A_OREGON Concentrated Loads(Ib) - '9r .�4 +�,P t��- Vert:1=-915(F) Ii A' �RL� �` � EXPIRES: 12-31-2019 April 24,2019 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. k Design valid for use ony 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 is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250Krug CCircle A 92880 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments • : ... _ . .-- ose. 2 1 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:42 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-bcdoPRkA6UN ID8zH2xVSvORVvB?zXlbzs9ctYTzNXK3 I 6-2-12 6-2-12 I 13-9-1 7-6-5 I 3 Scale=1:27.9 5. -ma., PPP aill 4.00I-111 7 3x4 4. 2 0 6 giglIll c+: 'I-� 2 1! o tY1 M A M. 4 3x4 = 5 3x4 = 2x3 II I 6 6-0-0 ---1II2 13-9-1 Plate Offsets(X,Y)-- [1:0-1-5,Edgej 6-0-0 0--/'2 7-6-5 I LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.05 4-5 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.08 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:55 lb FT=0% LUMBER- BRACING- TOPCHORD 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. 3-4:2x4 DF No.2 REACTIONS. (lb/size) 1=1115/Mechanical,4=256/Mechanical,5=627/0-5-8 Max Horz 5=204(LC 11) Max Uplift 4=-101(LC 10),5=-207(LC 10) Max Gray 1=1115(LC 1),4=339(LC 20),5=683(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-303/156 WEBS 2-5=-601/241 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 13-7-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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. �t at.D PRO, 5)Refer to girder(s)for truss to truss connections. [.`` 6)Refer to girder(s)for truss to truss connections. __ll f sO 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) CMCJ " NEMA �A 4=101,5=207. 7 v 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26 has/have been modified. 89200PE 17_,Building designer must review loads to verify that they are correct for the intended use of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)915 lb down at 0-0-12 on �0,�. 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). Q Ct— LOAD CASE(S) Standard yG ,�OREGON /41 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /6 -1y- 14, s �'4 Uniform Loads(plf) Vert:1-3=-70,1-4=-10 Concentrated Loads(Ib) illiiRILA- Vert:1=-915(F) EXPIRES: 12-31-2019 t Continued on Haas 2 April 24,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. ..� } Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Oty Ply Keyway-72nd Apartments K6021827 18-DD1524 JA12 Jack-Closed 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:42 2019 Page 2 ID:MDVpjRKp4JiRnh12gnn9arzixgF-bcdoPRkA6UN ID8zH2xVSvORVv8?zXlbzs9ctYTzNXK3 LOAD CASE(S) Standard 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-58,1-4=-10 Concentrated Loads(Ib) Vert:1=-915(F) 3)Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-58,3-7=-76,1-4=-10 Concentrated Loads(Ib) Vert:1=-915(F) 4)Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-31,1-4=-10 Concentrated Loads(Ib) Vert:1=-915(F) 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-20,1-4=-30 Concentrated Loads(Ib) Vert:1=-915(F) 6)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase-1-.60 Uniform Loads(plf) Vert:1-6=40,3-6=24,1-4=-6 Horz:1-6=-49,3-6=-33,3-4=37 Concentrated Loads(Ib) Vert:1=-915(F) 7)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=24,3-8=40,1-4=-6 Horz:1-8=-33,3-8=-49,3-4=-22 Concentrated Loads(Ib) Vert:1=-915(F) 8)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-37,1-4=-10 Horz:1-3=17,3-4-34 Concentrated Loads(Ib) Vert:1=-915(F) 9)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-37,1-4=-10 Horz:1-3=17,3-4=26 Concentrated Loads(Ib) Vert:1=-915(F) 10)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=33,1-4=-6 Horz:1-3=-41,3-4=22 Concentrated Loads(Ib) Vert:1=-915(F) 11)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=20,1-4=-6 Horz:1-3=-28,3-4=-17 Concentrated Loads(Ib) Vert:1=-915(F) 12)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=9,1-4=-10 Horz:1-3=-29,3-4=10 Concentrated Loads(Ib) Vert:1=-915(F) 13)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-4,1-4=-10 Horz:1-3=-16,3-4=-29 Concentrated Loads(Ib) Vert:1=-915(F) 14)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=33,2-3=20,1-4=-6 Horz:1-2=-41,2-3=-29,3-4=15 Concentrated Loads(Ib) Vert:1=-915(F) 15)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 4 Continued on oaoe 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. �m 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication, storage, rage,delivery, elive y,e reomonrand Plate Institute,oCrues nd truss Street, se312,e Alexandria,VAPI2Quality Criteria,DSB-89 and SCSI Building Component 250 KIugC Circle Job Truss Truss Type Qty Ply Keyway-72nd Apartments 1 Job Reference otionaq Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:42 2019 Page 3 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-bcdoPRkA6U N ID8zH2xVSvORVy8?zXlbzs9ctyTzNXK3 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=10,1-4=-6 Horz:1-3=-18,3-4=-7 Concentrated Loads(Ib) Vert:1=-915(F) 16)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=20,1-4=-6 Horz:1-3=-29,3-4=15 Concentrated Loads(Ib) Vert:1=-915(F) 17)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=10,1-4=-6 Horz:1-3=-18,3-4=-7 Concentrated Loads(Ib) Vert:1=-915(F) 18)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=9,2-3=-3,1-4=-10 Horz:1-2=-29,2-3=-17,3-4=4 Concentrated Loads(Ib) Vert:1=-915(F) 19)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-14,1-4=-10 Horz:1-3=-6,3-4=-19 Concentrated Loads(Ib) Vert:1=-915(F) 20)Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Veil:1-7=-70,3-7=-95,1-4=-10 Concentrated Loads(Ib) Veil:1=-915(F) 21)Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-35,1-4=-10 Concentrated Loads(Ib) Vert:1=-915(F) 22)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-20,1-4=-10 Concentrated Loads(Ib) Veil:1=-915(F) 23) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-36,1-4=-10 Horz:1-3=-22,3-4=7 Concentrated Loads(Ib) Veil:1=-915(F) 24)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-45,1-4=-10 Horz:1-3=-12,3-4=-21 Concentrated Loads(Ib) Vert:1=-915(F) 25)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-2=-36,2-3=-45,1-4=-10 Horz:1-2=-22,2-3=-13,3-4=3 Concentrated Loads(Ib) Vert:1=-915(F) 26)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-53,1-4=-10 Horz:1-3=-5,3-4=-14 Concentrated Loads(Ib) Veit:1=-915(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. tut 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/TP/1 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 Keyway-72nd Apartments K6021828 18-13D1524 JB-DT HALF HIP SUPPORTED 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 8.300 s Mar 13 2019 MiTek Industries,Inc.Wed Apr 24 08:48:49 2019 Page 1 ID:MDV pjRKp4JiRnh12gnn9arzixgF-e5w7VvhC POk3MBhCEbQeD46mcS9?8nxerQ497kzNXCS 6-3-11 11-4-14 17-7-15 24-3-8 30-11-0 37-10-1 6-3-11 I 5-1-3 6-3-1 I 6-7-8 6-7-8 6-11-1 Scale:3/16"=1' 6x6 = 4x6 = 3x4 = 3x6 = 3x4 = 45 20 7 8 6a 61 6a ( 6a 6a 6a 4.00 12 ii n ea 3x4 3 IIIIII 2.5x4 \\ 19 \ \/\A 2 18 c�117 \ii -] r 14 r=1 3x6 = 3x4 = j 3x4 = 3x4 = 3x4 = 3x6 I • 3x6 II 2116 15 14 13 12 11 10 9 I 37-7-123x6 = 4-1-7 4-1112 7-4-9 14-1-7 20-11-12 27-7-4I 34-2-12 I 37-7-12 37-12-1 4-1-7 04-5 3-2-13 6-8-13 6-10-5 6-7-8 6-7-8 3-5-0 0-215 Plate Offsets(X,Y)-- [3:0-1-8,0-1-8],[4:0-3-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.03 10-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.46 Vert(TL) -0.06 14-15 >999 180 TCDL 10.0 Rep Stress lncr YES WB 1.00 Horz(TL) -0.01 9 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:189 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF 1800F 1.6E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 1800F 1.6E"Except* except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-8. 9-13:2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G*Except" WEBS 1 Row at midpt 3-15 8-9:2x4 DF 1800F 1.6E REACTIONS. All bearings 33-6-0 except(jt=length)16=0-5-8. (Ib)- Max Horz 15=265(LC 11) Max Uplift All uplift 100 lb or less at joint(s)16 except 9=-608(LC 33),12=-184(LC 11),11=-201(LC 11), 10=-215(LC 33),14=-152(LC 14),15=-1067(LC 32) Max Gray All reactions 250 lb or less at joint(s)9,16 except 9=673(LC 30),12=708(LC 34),11=855(LC 34), 10=528(LC 34),14=605(LC 35),15=1563(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-535/656,17-18=-534/754,2-18=-731/1077,2-19=-793/1178,3-19=-1456/1888, 3-4=-565/710,4-5=-525/582,5-20=-424/459,6-7=-469/503,7-8=-558/571, 8-9=-658/612 BOT CHORD 1-21=-715/569,16-21=-715/569,15-16=-715/569,14-15=-908/776,13-14=-835/827, 11-12=-663/676,10-11=-643/682,9-10=-497/511 WEBS 4-12=-894/794,5-12=-1095/952,5-11=-1066/970,7-11=-1163/1013,7-10=-1135/1028, 8-10=-753/697,4-14=-1193/1005,3-14=-822/823,3-15=-2090/1704,2-15=-623/283 QED PR�FF NOTES- s 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; `C 410:114E - �% MWFRS(envelope)gable end zone and C-C Corner(3)0-0-0 to 3-9-7,Exterior(2)3-9-7 to 37-6-0 zone;cantilever left and right V `7 exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate (r� 7.g200P T'< grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. -..gr ,,,. - fallP 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q (r 6)A plate rating reduction of 20%has been applied for the green lumber members. OREGON 4u 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16 except(jt=1b) 74- 4. 4e \b A. 9=608,12=184,11=201,10=215,14=152,15=1067. /Q 4r 14, 2°�# 8)This truss has been designed for a total seismic drag load of 5220 lb with dead loads only.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 3-10-8 to 37-7-12 for 154.6 plf. MFR R tt.\- 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard EXPIRES: 12-31-2019 April 24,2019 I tmama ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. mg 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 Qty Ply ijIIIIIIIIIIMIIIIII1 illPrecision Truss&Lumber,Inc., CLACKAMAS,OR-97015, " 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:51 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-gLfClWrp_FWUoW9?4KAZnHJ1 Um 138crHw2lsLSzNXJw 6-3-11 11-4-14 I 6-3-11 I 5-1-3 I 16 3-15 I 24 -3-8 I 30-7 6-7-8 6-7-8-8 Scale:1/4"=1' 557 = 3x4 = 3x4 II 4 67 DO 6a 5 i� --- El C 4.00 171-2- 4x6 14 3 04 2x3 \\ i% \i i% 2 13 v M1 12 3x4 = 15 ♦i♦io0`AO♦i0♦d♦O♦i♦ Oi ♦`♦i♦�♦♦O ♦ ♦♦i ♦O' ♦♦♦�♦ `♦� ♦♦ice ♦O ♦♦ ♦♦♦� 5x6 I I 3x4 I I 3x4 = 11 10 9 8 5x75 = 7 3x4 = 25-8-8 I 4-1I12 14-1-7 20-11-12 4-1-12 I 3-2-13 I 25-8-8 27-7-4 Plate Offsets X,Y-- 6-8-13 6-10-5 4-8-12 1 1-10-12 ( ) [3:0-1-8,0-1-12],[4:0-4-0,0-2-8],[7:0-2-8,0-3-0],[9:0-1-12,0-1-8],[11:0-3-0,0-2-4] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.05 9-11 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.40 Vert(TL) -0.06 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) -0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:121 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-6. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 5-5-14 oc bracing. WEBS 1 Row at midpt 4-8,5-8,4-9,3-11 REACTIONS. All bearings 21-6-12. (Ib)- Max Horz 11=265(LC 11) Max Uplift All uplift 100 lb or less at joint(s)except 7=-1110(LC 33),8=-167(LC 11),9=-265(LC 32),11=-1754(LC 32) Max Gray All reactions 250 lb or less at joint(s)7 except 7=1158(LC 30),8=641(LC 34),9=588(LC 35), 11=2378(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1148/1581,2-3=-2225/2747,3-4=-740/905,4-5=-712/762,5-6=-251/251 BOT CHORD 1-11=-1070/740,9-11=-1336/1191,8-9=-1222/1212,7-8=-847/864 WEBS 4-8=-1374/1293,5-8=-1374/1238,5-7=-1170/1091,4-9=-1780/1559,3-9=-1259/1296, 3-11=-3139/2687,2-11=-650/316 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Corner(3)0-0-0 to 3-9-7,Exterior(2)3-9-7 to 25-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MVVFRS for reactions shown;Lumber DOL=1.60 plategrip DOL=1.60 p 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. \ `tel G ii'4e s, 4)Provide adequate drainage to prevent water ponding. V` A 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,C/ !� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1110 lb uplift at joint 7,167 lb uplift at 89200PE �c joint 8,265 lb uplift at joint 9 and 1754 lb uplift at joint 11. 7)This truss has been designed for a total seismic drag load of 5220 lb with dead loads only.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 3-10-8 to 25-8-8 for 239.1 plf. .....41.01/Veg.„ ---- � 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. fl fr 74- ,4/OREGON , 1.,r 'd -Ir 14, 2 4 MRRIt- 3 EXPIRES: 12-31-2019 April 24,2019 a a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. ...... mit 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 budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members ony.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 IYI��QI(t fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. 250 Klug Circle Corona,CA 92880 ii Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021830 18-DD1524 JB01 Jack-Open 8 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:43 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-3pABcm IotnVcrlYTceohSb_r1 YOOGDE65pMR4vzNXK2 i 1-10-3 i 1-10-3 Scale=1:7.4 4.00 12 2 !li M 1 r o r wiiiiiiiiiiiO 3 3x4 = PROVIDE-ANCI IORACE,DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX.UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. I 1-10-3 i 1-10-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 1 n/r 180 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(TL) -0.00 1 n/r 90 TCDL 10.0 Rep Stress'nor YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:5 lb FT=0% BCDL 5.0 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=138/Mechanical,3=9/Mechanical Max Horz 2=214(LC 1),3=-214(LC 1) Max Uplift 2=-72(LC 10),3=-12(LC 10) Max Gray 2=138(LC 1),3=28(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-294/243 BOT CHORD 1-3=-214/296 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 Scop PROp , 4\-4 EF�/off 489200PE 9s- 0yG ,,OREGON, mit /© -9y 14, 20 4 MRRit-L EXPIRES: 12-31-2019 April 24,2019 I 4 IIIMIIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. R Design valid for use only with MiTek®connectors.This design is based ony 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 (YIl iel(H building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Kiu9C ii rcl9e Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments r I JBQ2 Ja k-Oper I 8 1 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:43 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixciF-3pABcmlotnVcrlYTceOhSb— n8YM5GDE65pMR4vzNXK2 3-10-3 3-10-3 Scale=1:10.8 2 4.00 12 5 4 n m 1 3x4 = 3 PROVIDE ANCHORAGE,DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX.UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. 3-10-3 3-10-3 LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.34 Vert(LL) 0.00 1 n/r 180 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(TL) -0.01 1-3 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-P Weight 11 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 6-0-0 oc bracing. REACTIONS. (lb/size) 2=284/Mechanical,3=19/Mechanical Max Horz 2=450(LC 20),3=-450(LC 20) Max Uplift 2=-149(LC 10),3=-26(LC 10) Max Gray 2=290(LC 20),3=57(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-614/510 BOT CHORD 1-3=-450/617 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 except(jt=lb) 7)NA 2=149. �`v10) P r1 O%, � %NGIN c9 �d 2 89200PE �< 7 OREGONt Ix ea /O r 14, 2� MFRRILL 04' EXPIRES: 12-31-2019 April 24,2019 4AI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. anon Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not tl a truss system.Before use,the budding 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 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments Condi K6021830 18-DD1524 JB03- Jack-Open 8 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:44 2019 Page 1 ID:MDVpjRKp4J iRnh 12gnn9arzixgF-X?kZg61Qe5dTSS7fAMYw_pWtiybk?goGJS5_cMzNXK1 5-10-3 I5-10-3 Scale=1:14.0 3 FIT 2x3 II 1 4.00 2 8 7 Id N 1 . 11 C CMillii- 3x4 = _ -_-.------- -- -- �� - 4 111111.11 5 2x3 II 3-10-8 I 1-4 5-10-3 3-10-8 0-2-1� 1-8-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) 0.01 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.63 Vert(TL) -0.53 1 >92 90 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.18 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:19 lb FT=0% BCDL 5.0 LUMBER- BRACING- [MCT] 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 2x6 DF No.2 REACTIONS. (lb/size) 3=-165/Mechanical,4=-168/Mechanical,5=796/0-5-8 Max Horz 5=80(LC 10) Max Uplift 3=-165(LC 1),4=-168(LC 1),5=-397(LC 10) Max Gray 3=73(LC 10),4=90(LC 10),5=814(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-536/439 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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. D 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� P R�F�Cs 3=165,4=168,5=397. • w�� NGINE4 9 s"C Or-• 9211 < fly, ,_OREGONt, oto il /4 �4y 1 A, �� P+ FR R11-�-6 EXPIRES: 12-31-2019 April 24,2019 44 IIIMIM WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. t 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 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 SCSI Building Component 250 Krug CAir le880 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments 10-694524 "Jdus- TMn'I2 Jack-Open 8 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:44 2019 Page 1 ID:MDVpj RKp4JiRnh12gnn9arzixgF-X?kZg61Qe5dTSS7fAMYw_pWtiybk?goGJS5_cMzNXK1 5-10-3 5-10-3 Scale=1:14.0 3 1 4.00 12 2x3 I I 2 8 7 I c, , c- 6 1 NI 1 Eii...dg_illi.M.M.M.M1U1M1Ml al 3x4 = 5 '/ 4 1111111,ililill' a..41111 2x3 II I 3-10-8 1-4 5-10-3 3-10-8 0-2-12 1-8-15 I TCLL LOADING (psf) 250 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.67 Vert(LL) 0.01 4-5 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.63 Vert(TL) -0.53 1 >92 90 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.18 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:19 lb FT=0% LUMBER- BRACING- [MCT] 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 2x6 DF No.2 REACTIONS. (Ib/size) 3=-165/Mechanical,4=-168/Mechanical,5=796/0-5-8 Max Horz 5=80(LC 10) Max Uplift 3=-165(LC 1),4=-168(LC 1),5=-397(LC 10) Max Gray 3=73(LC 10),4=90(LC 10),5=814(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-536/439 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.00 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)except(jt=lb) 3=165,4=168,5=397. 8 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit 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 k." M�Te is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y� 1ICC 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 Keyway-72nd Apartments Cond 1 1(6021833 18-DD1524 JB04- Jack-Open 8 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:45 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-?61x1 Sm2PPIK4birk339X036KL_Yk7GPY6rX9ozNXKO 7-10-3 i 7-10-3 Scale=1:18.6 3 4.00 12 9 2x3 II 8 2 6 + N o n N MI 1 mr_......iiiiiiiiimii.....immill ii r 3x4 = ,/ 4 5 2x3 II 3108ql7103 i 3-10-8 0-2-1 3-8-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.02 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.41 Vert(TL) 0.02 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.09 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:30 lb FT=0% BCDL 5.0 LUMBER- BRACING- [MCT] 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 DF No.2 REACTIONS. (lb/size) 3=65/Mechanical,4=-100/Mechanical,5=659/0-5-8 Max Horz 5=104(LC 10) Max Uplift 3=-38(LC 10),4=-100(LC 1),5=-309(LC 10) Max Gray 3=90(LC 20),4=59(LC 10),5=681(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-422/252 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 except(jt=lb) f<.95-'D PROF 4=100,5=309. `[.`` `S ��GlN4- `S/0 N.K- :92�1 s'i- a c In 'ill OREGON-371 OREGO ,� LGr¢ /0 4)' 14, 2° P-1- EXPIRES: 12-31-2019 April 24,2019 r r.e. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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 lviiTek 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 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 Keyway-72nd Apartments iii DD1b24 Jg04 Cond2 Open 0 1 K6021833 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 5 Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:45 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-?81x1 Sm2PPIK4birk339X036KL_Yk7GPY6rX9ozNXKO 7-10-3 7-10-3 3 Scale=1:17.1 4.00 12 9 2x3 II 8 2 7 cq 6 0 r N (..1 1 7 e~ n 3x4 = 5 4 2x3 II I 3108 41-. 7103 3-10-8 0-2-1 3-8-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (oc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) 0.02 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.41 Vert(TL) 0.02 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.09 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:30 lb FT=0% BCDL 5.0 LUMBER- BRACING- [MCT] 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 DF No.2 REACTIONS. (lb/size) 3=65/Mechanical,4=-100/Mechanical,5=659/0-5-8 Max Horz 5=104(LC 10) Max Uplift 3=-38(LC 10),4=-100(LC 1),5=-309(LC 10) Max Gray 3=90(LC 20),4=59(LC 10),5=681(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-422/252 NOTES- 1)Wind:ASCE 7-10;Vult=12Omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Tc LL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 except(jt=lb) 4=100,5=309. r .... A WARNING-Verily design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE 8111-7473 rev.10/03/2015 BEFORE USE. mit 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 MFrek° 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 Keyway-72nd Apartments K6021834 18-DD1524 JB05- Condi Jack-Closed 8 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:46 2019 Page 1 I D:MDVpjRKp4JiRnh12gnn9arzixgF-UOsJFongAitBilH2Hma04EcCklOYTWpYnma5hEzNXK? 9-10-3 9-10-3 Scale=1:21.6 3 3 4.00 12 8 7 3x5 2 6 ir 1 r r r 3x4 = 4 5 2x3 I I 3x4 = 3-10-84r1 9-10-3 _ I 3-10-6 0-'2-1 5-8-15 Plate Offsets(X,Y)-- [2:0-2-0,0-1-8],[3:Edge,0-1-12],[4:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.02 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(TL) -0.03 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.27 Horz(TL) -0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:40 lb FT=0% BCDL 5.0 LUMBER- BRACING- [MCT] 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 6-0-0 oc bracing. 2-5:2x6 DF No.2 REACTIONS. (lb/size) 4=104/Mechanical,5=673/0-5-8 Max Horz 5=146(LC 13) Max Uplift 4=-60(LC 11),5=-316(LC 10) Max Gray 4=153(LC 20),5=701(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-475/392 BOT CHORD 1-5=-316/472,4-5=-319/470 WEBS 2-5=-640/446,2-4=-418/369 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-8-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. Q�Q PROFF 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. [!` ESO 5)Refer to girder(s)for truss to truss connections. vw` 7 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) �� F• �4. 5=316. � 89200PE 9< may` ,,OREGON�� 43' /O .1k 2P 14, Q FRR ' - ILA-0 EXPIRES: 12-31-2019 April 24,2019 c ®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 ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments Cond2 K602184 • - =v5- Jack-t.losecl 8 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:47 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-yaQhS8oJx0?2KvsErU5dcR8NU9knCz2i0QKeDgzNXK_ 9-10-3 9-10-3 Scale=1:20.6 3 3x 4.00 12 8 c: 3x5 n 2 vi6 al. "�J1 d Y r I 3x4 = 5 ,/ 4 2x3 II 3x4 = 3-10-8 19-10-3 3-10-8 0 -12 5-8-15 Plate Offsets(X,Y)-- [2:0-2-0,0-1-8],[3:Edge,0-1-12],[4:0-1-12,0-1-8] TCLL LOADING (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 0.77 Vert(LL) -0.02 4-5 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(TL) -0.03 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:40 lb FT=0% LUMBER- BRACING- [MCT] 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 6-0-0 oc bracing. 2-5:2x6 DF No.2 REACTIONS. (lb/size) 4=104/Mechanical,5=673/0-5-8 Max Horz 5=146(LC 11) Max Uplift 4=-60(LC 11),5=-316(LC 10) Max Gray 4=153(LC 20),5=701(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-475/392 BOT CHORD 1-5=-316/472,4-5=-319/470 WEBS 2-5=-640/446,2-4=-418/369 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-8-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 except(jt=lb) 5=316. 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 MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IRC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 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 Keyway-72nd Apartments K6021835 18-DD1524 JB06 Jack-Closed 4 1 a Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:47 2019 Page 1 I D:MDVpjRKp4JiRnh 12gnn9arzixgF-yaQhS8oJx0?2KvsErU5dcR8ND9igCwm iOQKeDgzNXK_ 11-11-4 11 11-11-4 Scale=1:25.3 3 4x8 M1:-01 I 1/ _..stiiiiiiiil 4.00 12 9 8 7 3x4 2 iii I/tgllmmmmmmmmmmmmmmmummmmmmr _i 1 iawl3 mi Y ME A 3x4 = ;= 4 5 4x4 = 2x3 II 4-1-4 4-1n1211-11-4 11 4-1-4 0-0'--8 7-9-8 Plate Offsets(X,Y)-- [3:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.06 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(TL) -0.09 4-5 >999 180 M18SHS 220/195 TCDL 10.0 Rep Stress lncr YES WB 0.48 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:48 lb FT=0% BCDL 5.0 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 6-0-0 oc bracing. 3-4:2x4 DF No.2 REACTIONS. (lb/size) 4=202/Mechanical,5=742/0-5-8 Max Horz 5=177(LC 11) Max Uplift 4=-81(LC 11),5=-335(LC 10) Max Gray 4=275(LC 20),5=777(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-471/354,3-4=-297/163 BOT CHORD 1-5=-268/465,4-5=-309/466 WEBS 2-5=-718/452,2-4=-410/352 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-9-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 P R D F 3)Unbalanced snow loads have been considered for this design. ( c F s 4)All plates are MT20 plates unless otherwise indicated. ,c V 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �C/�?*GJ� , G �EF� s��A9 6)Refer to girder(s)for truss to truss connections. V -fes 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) C. 89200P E r 5=335. ` �(� AL• I*/► • • IS tr ' 4OREGON, 4/<4 -1)' 14, ?$ Q+ MRRILk-4' EXPIRES: 12-31-2019 April 24,2019 I 4 tea. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7711 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments 1SDD1524 1847 4 1 KSG21826 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:48 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-Qm_4gUpxiK7vx3RQPBcs9fhXHZ3wxOGrE43Ck7zNXJz 11-11-4 11-11-4 I 13-10-3 1-10-15 4 3x4 I I Scale=1:26.3 3 4.00 l 10 I. 9 8 o 3x4 2 tl NI. 7 0 1 o 3x4 = A 1M 5 6 4x4 = 2x3 I I 4-1-4 4-11112 11-11-4 4-1-4 0-08 7-9-8 I Plate Offsets(X,Y)-- [3:0-2-5.0-0-8] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.06 5-6 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(TL) -0.10 5-6 >911 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:50 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. REACTIONS. (lb/size) 5=366/Mechanical,6=722/0-5-8 Max Horz 6=205(LC 11) Max Uplift 5=-175(LC 11),6=-314(LC 10) Max Gray 5=493(LC 21),6=734(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-480/357,3-5=-514/239 BOT CHORD 1-6=-273/475,5-6=-322/427 WEBS 2-6=-665/400,2-5=-342/324 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 ��op P ROp4- 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. �,,, !NG IN 6'.0 Wo 6)Refer to girder(s)for truss to truss connections. V •7 /jj 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �tCd' 5=175,6=314. 89200PE 9s- .14. 0.- et 4- OREGON too <O -9k 14, 2° P4 jilRR10- EXPIRES: 12-31-2019 April 24,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. imam 1 it 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 1 V1� el�p fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021837 18-DD1524 JB08 Jack-Closed 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:48 2019 Page 1 ID:MDVpjRKp4J iRnh12gnn9arzixgF-Qm_4gUpxiK7Vx3RQP Bcs9fhadZ3vx0_rE43Ck7zNXJz 11-11-4I 15-10-3 11-11-4 3-10-15 4 T 11Mo TScale=1:29.7 3x4 II 1 3 4.00 12 , 9 M n O r M M 6� 8 3x4 7 2 00 r 1 = d , 3x4 = M 6 4x4 = 2x3 II 4-1-4 4-1n12 11-11-415-10-3 41-4 00'8 79-8 3-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.06 5-6 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.24 Vert(TL) -0.10 5-6 >904 180 TCDL 10.0 Rep Stress Incr YES WB 0.42 Horz(TL) -0.01 4 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:53 lb FT=0% BCDL 5.0 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. REACTIONS. (Ib/size) 4=84/Mechanical,5=426/Mechanical,6=712/0-5-8 Max Horz 6=214(LC 11) Max Uplift 4=-47(LC 10),5=-190(LC 10),6=-292(LC 10) Max Gray 4=128(LC 21),5=551(LC 21),6=713(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-476/361,3-5=-574/227 BOT CHORD 1-6=-277/470,5-6=-330/427 WEBS 2-6=-638/417,2-5=-357/318 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 15-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. c 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��D P p� `s 5)Refer to girder(s)for truss to truss connections. t R. 6)Refer to girder(s)for truss to truss connections. ,t 4 61 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) ��r'J` {�G N E�� Q9 5=190,6=292. v • t7 .,'•89200PE < ,1. ,L,OREGON�� ;L¢ MRRiLk-0 EXPIRES: 12-31-2019 April 24,2019 , 1111111111 ®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 MiTek* building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/7PIN Quality Criteria,DSB-89 and BCSI Building Component 250 Krug C Circle 92880 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021838 1.8-©94624 'JE91 JeeIt-O eft & 4 - Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:51 2019 Page 1 ID:MDVpjRKp4J iRnh12gnn9arzixgF-gLfC I Wrp_FWUoW9?4KAZnHJCOm6G8rDHw2IsLSzNXJw 1-10-3 1-10-3 Scale=1:7.4 4.00 12 2 , I 3 3x4 = PROVIDE ANCHORAGE,DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX.UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. 1-10-3 1-10-3 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 1 n/r 180 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(TL) -0.00 1 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-P Weight:5 lb FT=0% BCDL 5.0 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=138/Mechanical,3=9/Mechanical Max Horz 2=214(LC 1),3=-214(LC 1) Max Uplift 2=-72(LC 10),3=-12(LC 10) Max Gray 2=138(LC 1),3=28(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-294/243 BOT CHORD 1-3=-214/296 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 72 lb uplift at joint 2 and 12 lb uplift at joint 3. 7)NA �p PRQp �cNGiNEFR /O�9 `z" >9200P '/OREGON �tv¢ 't) -9r14, ?P ;41 ` FRR1L� EXPIRES: 12-31-2019 April 24,2019 1Immel 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 verity the applicability of design parameters and propedy incorporate this design into the overall ,A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ly'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/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021839 18-DD1524 JE02 Jack-Open 8 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:52 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-IXDaVrsRIYeKQgkCet hoJVsMeARRtHGR9i1 PuuzNXJv 3-10-3 3-10-3 Scale=1:10.8 3 ico2E16 > . c? � r 1 3x4 = 4 4410* 5 2x3 11 1-10-8 2-1-4 3-10-3 1-10-8 b-2-12 1-8-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) 0.00 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.13 Vert(TL) 0.00 4-5 >999 180 TCDL 10.0 Rep Stress lncr YES WB 0.08 Horz(TL) -0.01 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:11 lb FT=0% BCDL 5.0 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 REACTIONS. (lb/size) 3=9/Mechanical,4=-31/Mechanical,5=325/0-5-8 Max Horz 5=53(LC 10) Max Uplift 3=-20(LC 14),4=-31(LC 1),5=-151(LC 10) Max Gray 3=13(LC 20),4=21(LC 10),5=327(LC 20) 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=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 20 lb uplift at joint 3,31 lb uplift at joint 4 and 151 lb uplift at joint 5. ?c PRQp f3 C NtiGINE€d5 89200PE 441. ...76-7 OREGON �<4� qr f 4, 2� �fiR 0 EXPIRES: 12-31-2019 April 24,2019 4 f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03M015 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 �M1 a truss system.Before use,the building designer must verify the applicability of design parameters and propedy 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 Wek° 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 TrussTruss Type Qty Ply Keyway-72nd Apartments K6021840 1&11D15241, .JF-03t�:Tti^ 8 I Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:52 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-IXDaVrsRIYeKOgkCel hoJVsLpAS2tHDR9i1 PuuzNXJv 5-10-3 ~ 5-10-3 Scale=1:14.0 3 4.00 12 8 7 2x3 II e' 2 r. 6 1 3x4 = * 4 52x3 II 1-10-81-4II 5-10-3 1-10-8 -2-12 3-8-15 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.01 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(TL) -0.01 4-5 >999 180 TCDL 10.0 Rep Stress lncr YES WB 0.08 Horz(TL) 0.01 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:17 lb FT=0% BCDL 5.0 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 REACTIONS. (lb/size) 3=100/Mechanical,4=7/Mechanical,5=356/0-5-8 Max Horz 5=80(LC 10) Max Uplift 3=-61(LC 14),5=-148(LC 10) Max Gray 3=116(LC 20),4=41(LC 5),5=364(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-305/220 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 61 lb uplift at joint 3 and 148 lb uplift at joints. ��Rct PRQp. . mac, 4 GINE-FR sio�-vi... � cc— :92�� r ,,, �APIP - 4 OREGON�Ix AtV0 <O RY14, 2� P'" RIO- EXPIRES: 12-31-2019 April 24,2019 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. NI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A 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 Keyway-72nd Apartments K6021841 18-DD1524 JE04 Jack-Open 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:53 2019 Page 1 I D:M DVpjRKp4JiRnh12gnn9arzixgF-mknyjBs3Wsm B2gJOCIC 1 siORaamccjJaOMnzQKzNXJu 7-10-3 7-1(1r4 7-10-3 0-`1J1 3 Scale=1:18.6 4.00 12 9 8 c? 7 6 2x3 1I 2 1 Io 3x4 = �. 4 5 2x3 I I 1-10-8 -1-4 7-10-3 7-j1�4 1-10-8 0-2-1 5-8-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.04 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(TL) -0.08 4-5 >930 180 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.03 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:23 lb FT=0% BCDL 5.0 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 REACTIONS. (lb/size) 3=171/Mechanical,4=32/Mechanical,5=421/0-5-8 Max Horz 5=107(LC 10) Max Uplift 3=-93(LC 10),5=-162(LC 10) Max Gray 3=205(LC 20),4=76(LC 5),5=436(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-415/248 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.00 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 93 lb uplift at joint 3 and 162 lb uplift at joint 5. ��4c0 P R Qpcs e� 4 c NEF9 s/ 4.c• 89200PE ` 1164.1°,411--7•:. OREGON Lt,f� /O 4r14, 2 P+ 4.1 EXPIRES: 12-31-2019 April 24,2019 4 1 ®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 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 R�T building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I V l l telt" 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 SCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments -- • ac-a pen Job Re tional Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:53 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-mknyjBs3Wsm B2gJ0CIC 1 si0R2amYcj IaOMnzQKzNXJu 7-11-4 -10-3 7-11-4 I 1-10-150 I 4 Scale=1:21.5 Io 3 4.00 12 9 11 6 ►1 o i. <,4 M O 2x3 II 7 A 2 ■ 1 — C '&11111 11--"L-1111111.111.11.1161111.1.1.111.11.1.11.11.1111.11.1.11.1.11 3x4 = ., 6 2x3 II 5 1-10-8 2rr1-�4 7-11-4 1-10-8 0-2-1'2 5-10-0 LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.04 5-6 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(TL) -0.08 5-6 >899 180 BOLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.03 4 n/a n/a BCDL 5.0 Code IBC2012lTPI2007 Matrix-P Weight:25 Ib 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 REACTIONS. All bearings Mechanical except(jt=length)6=0-5-8,3=0-3-2. (Ib)- Max Horz 6=135(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)4 except 6=-154(LC 10),3=-131(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5 except 6=439(LC 21),3=292(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-424/250 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 except(jt=lb) 6=154,3=131. -<<- ,0 � 4� PROF 1S 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. Ql ,c. �NGINFF'9 sj&.* cc 9200P 91! .41101- -"" 4- IZ- 4,OREGON to <O 4y 14, 2-.., '�' MFR R I Lk-�� EXPIRES: 12-31-2019 April 24,2019 4 AI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ...... mit 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 Wok' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IVIITek' 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,VA22314. Corona,CA 92850 Job Truss Truss Type Oty Ply Keyway-72nd Apartments K6021843 18-DD1524 JE06 Jack-Open 4 1 "4 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:54 2019 Page 1 ID:MDVpjRKp4J iRnh12gnn9arzixgF-FwLLwXtiHAu2fuaISjGOvxcX_6nLAZkdOW WynzNXJt 7-11-4I 11-10-3 j I 7-11-4 3-10-15 Scale=1:25.1 4 i P 4.00 12 3 10 8 9 Nr m // o M v m 2x3 II 7 2 1 _ 11 �� 3x4 = M.4 MA6 5 2x3 II 1-10-8 2 1 7-11-4 1-10-8 0-2-17 5-10-0 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 0.52 Vert(LL) -0.04 5-6 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.08 5-6 >899 180 TCDL 10.0 Rep Stress lncr YES WB 0.09 Horz(TL) -0.03 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:28 lb FT=0% BCDL 5.0 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 REACTIONS. All bearings Mechanical except(jt=length)6=0-5-8,3=0-3-2. (Ib)- Max Horz 6=162(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 6=-142(LC 10),3=-170(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5 except 6=432(LC 21),3=374(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-413/245 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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. D 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 4�p P R OFFcS N 6=142,3=170. �` 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. LI., -7_AG tNE€., cS>,, c v` ,7 -tom 89200PE < -st'/ OREGON 1Lo �y • <O�Aiy14, `L0 4 FRRIO-6 EXPIRES: 12-31-2019 April 24,2019 11 a.r. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based ony 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 bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSIITP/i Quality Criteria,DSB-89 and BCSI Building Component 250 0Kiu9C it le Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments -DD1624 JE07 ac pen 2 1 K00212,44- Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:55 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF j6vj8tuK2T0vH8TmJ9EVx7UIPNSO4dgtrgG3UDzNXJs 7-11-4 13 7-11-4 I -2-3 II 5-2-15 4 Scale=1:27.5 A I7 6 0 4.00 12 9 3 8 � o, v v xr 2x3 I I 7 2 ■ 1 w 3x4 = Ca 6 5 2x3 I I 1-10-8 2T1-f1 7-11-4 1-10-8 0-2-12 5-10-0 I LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.04 5-6 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(TL) -0.08 5-6 >899 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.03 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-P Weight:30 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 REACTIONS. All bearings Mechanical except Qt=length)6=0-5-8,3=0-3-2. (Ib)- Max Horz 6=180(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 6=-134(LC 10),3=-196(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5 except 6=429(LC 1),3=419(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-409/242 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-1-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 except(jt=lb) 6e1e4, , 61 `��E© PROFFs 7)Beveled plate9or shim required to provide full bearing surface with truss chord at joint(s)3. aGiN,E-ks„ 41 92� �c 100 may• / ,_OREGON Ix �1� d -1y14, 2.0 " ' RRILL 0P EXPIRES: 12-31-2019 April 24,2019 1 111•1•1111 a 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 g a truss system.Before use,the budding 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 Mi ek fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJTPli Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 250 Klug Circle Corona,CA 92880 R Job TrussTruss Type Qty Ply Keyway-72nd Apartments K6021845 18-DD1524 JF01 JACK-OPEN 8 1 a Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:55 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF j6vj8tuK2T0vH8TmJ9EVx7UrKNUM4eCtrgG3UDzNXJs 1-10-3 II 1-10-3 4.00 12 Scale=1:17.0 2 2x311 1 m a, O N m N r\ • 11 4 PROVIDE ANCHORAGE,DESIGNED BY OTHERS, 2x4 II AT BEARINGS TO RESIST MAX.UPLIFT 3 AND MAX HORZ.REACTIONS SPECIFIED BELOW. 1-10-3 II 1-10-3 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 0.26 Vert(LL) 0.00 4 n/r 180 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.12 Vert(TL) -0.01 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:7 lb FT=0% BCDL 5.0 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 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=98/Mechanical,3=37/Mechanical Max Horz 2=46(LC 1),3=-48(LC 25) Max Uplift 2=-53(LC 10),3=-25(LC 10) Max Gray 2=98(LC 1),3=42(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=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 �g %NGINFFR /02� 89200PE r' lior,c...._ ,� OREGON �<Gr� �O -9y 14, 2d --r- 4,MFRR10- EXPIRES: 12-31-2019 April 24,2019 0 NIX= 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 ek� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTele is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klugna,C Circl 9e Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments 18 13134524 Jru2 JACK-OPE 8 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:56 2019 Page 1 ID:MDVpj RKp4JiRnh 12gnn9arzixgF-BJT5LDvypn8mv12zttlkUKOnpdp5T14K?d1 fzNXJr 3-10-3 3-10-3 4.00 12 Scale=1:20.2 3 I B m 2x3 11 7 1;1,- 2 o2 2x4 II Pi 1 m O 11111N MOMMINIMINIMIll EMI 11111146 3x4 11 ,/ 5 4 2x3 I I I 1-10-8 21-13-10-3 I 1-10-8 0-2-1 1-8-15 Plate Offsets(X,Y)-- [1:0-2-5,0-0-8] 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 0.40 Vert(LL) 0.00 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(TL) 0.00 4-5 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.06 Horz(TL) -0.08 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-P Weight:15 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 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=17/Mechanical,4=-26/Mechanical,5=300/0-5-8 Max Horz 5=75(LC 11) Max Uplift 3=-44(LC 11),4=-30(LC 24),5=-103(LC 10) Max Gray 3=21(LC 20),4=7(LC 12),5=302(LC 20) 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=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MVVFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)3,4 except(jt=lb) 5=103. <0 PRaFFss ,S... ��GINE . /�% `c• 9200P -v` - .% `11 ► ci 74 'ifOREGON �ttr /O -Ty f 4, 2d t, ' RRIL\-8 EXPIRES: 12-31-2019 April 24,2019 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev.10/03/2015 BEFORE USE. IM� imii 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 iviiTek& is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021847 18-DD1524 JF03 JACK-OPEN 8 1 - Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:56 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-BJT5LDvypn8mv12zttlkUKOz1 nnHp4114K?d1 fzNXJr 5-10-3 II 5-10-3 Scale=1:24.4 4.00 12 3 . g 9 2x3 II 8 2 7 3x4 II 111 1 M . PI O — C1 N 1111 - r •INA 6 3x4 I I 5 4 2x3 I I 1-10-82r1 5-10-3 1-10-8 0-2-12 3-8-15 Plate Offsets(X,Y)- [6:0-2-0,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) 0.02 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.27 Vert(TL) -0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.16 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:21 lb FT=0% BCDL 5.0 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 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=103/Mechanical,4=10/Mechanical,5=338/0-5-8 Max Horz 5=94(LC 11) Max Uplift 3=-77(LC 14),4=-13(LC 11),5=-108(LC 10) Max Gray 3=119(LC 20),4=43(LC 5),5=345(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-295/203 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)3,4 except(jt=lb) CtD P R Opt- s=1o6. �`c�`�V, GINE 15) % • 4PIP ��, .,89200PE t. �V r -52- ,,OREGON �4/ /ogY14, (4o �4 MFRRIO- EXPIRES: 12-31-2019 April 24,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. R 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 MiTek' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 Klugna,CirA Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job TrussTruss Type Qty Ply Keyway-72nd Apartments 18-DD4624 JF04 JACK-OPtpJ K 1 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:57 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixciF-tV1TZZwaa5GdWRd9RaHz0YZ7UB5NYXLAJ_IAZ5zNXJq I 7-10-3 7-11-4 7-10-3 0-111 3 Scale=1:27.7 400 FIT f f 3x4 I I 1 1.<11110 ill• I r " w Int / Id 6 I/ 3x4 I I 5 4 2x3 II 1-10-8 2T1-ft 7-10-3 7-1A-4 1-10-8 0-2-1'2 5-8-15 0-i11 Plate Offsets(X,Y)-- [1:Edge,0-1-12],[6:0-2-0,0-0-8] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.54 Vert(LL) 0.06 4-5 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.08 4-5 >886 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.26 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:27 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. REACTIONS. (lb/size) 3=173/Mechanical,4=34/Mechanical,5=406/0-5-8 MaxHorz 5=113(LC11) Max Uplift 3=-107(LC 10),4=-8(LC 14),5=-125(LC 10) Max Gray 3=206(LC 20),4=77(LC 5),5=419(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-416/240 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 except(jt=lb) �c C� PROpt- W 3=107,5=125. L�S. w.y ANG W,S€., `r/O 2 K" 89200PE Wit! 0 St- 74 ,4,OREGONIx 44, ,O -9r 1 4, Zai Q'�� MFf..0311-\-6 EXPIRES: 12-31-2019 April 24,2019 • 8 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. Mi Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not l4 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent 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?PI1 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 Keyway-72nd Apartments K6021849 18-DD1524 JF05 JACK-OPEN 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:57 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-fV1TZZwaa5GdWRd9RaHz0YZ6w65sYXKAJ_IAZSzNXJq 7-11-49-10-3 7-11-4 1-10-15 Scale=1:31.3 4 , a 4.00 12 3 • a C. 9 ►• 2x3 11 8 2co MO N 4X4 II -di in 1 di ri 7. N 7 M 6 5 3x4 I I 2x3 I I I 1-10-8 211-f0 7-11-4 I 1-10-8 0-2-12 5-10-0 Plate Offsets(X,Y)-- 17:0-1-8,0-1-0j 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 0.58 Vert(LL) 0.08 5-6 >866 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.37 Vert(TL) -0.09 5-6 >801 180 TCDL 10.0 Rep Stress Ina YES WB 0.09 Horz(TL) -0.32 4 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:30 lb FT=0% BCDL 5.0 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. All bearings Mechanical except(jt=length)6=0-5-8,3=0-3-2. (Ib)- Max Horz 6=131(LC 11) Max Uplift All uplift 100 lb or less at joint(s)4,5 except 6=-110(LC 10),3=-148(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5 except 6=422(LC 21),3=292(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-428/242 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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. n /1 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) t`Iop Opt- 6=110,vele 3=148.late �f�'1[•`!`N�`G1144. s/OA'y 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. \ `_ ,T t $ 200PE < Ailir I . 17, ,i_OREGON oto /O gy14, 2. t - o- MfiRRIOg EXPIRES: 12-31-2019 April 24,2019 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. g 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 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 BCS1 Building Component 250 Krug CirA ie Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments - -- ' .. 2 1 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:58 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9ar1-8-3 7harmvwCL0008bCL IoCZ16GfbQZH_dJXeUj5yzNXJp 7-11-4 7-11-4 3-8-15 4 Scale=1:34.1 rl 4.00 12 Io 3 10 11 9 /1 2x3 I I 8 2 al '0(5' 0 4x4 II � m 1 LoVIc ►1 7 ►� 6 5 3x4 = 2x3 11 1-10-8 21114 7-11-4 1-10-8 0-2-12 5-10-0 I LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.64 Vert(LL) 0.10 5-6 >734 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(TL) -0.09 5-6 >758 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.38 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P 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 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)6=0-5-8,3=0-3-2. (Ib)- Max Horz 6=148(LC 11) Max Uplift All uplift 100 lb or less at joint(s)4,5,6 except 3=-188(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5 except 6=416(LC 21),3=368(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-416/234 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.Il;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-7-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)4,5,6 except (jt=1b)3=188. �C t,© ryRO� 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. �` PRO r �el,� �NGINEFtir 'Qc `r/O 89200PE- 17_, • ,L OREGON�� X14, i0 4j f4, 2p A4 ei MRRIL- ' EXPIRES: 12-31-2019 April 24,2019 4 A4 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7479 rev.10/03/2015 BEFORE USE. Imant Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not d 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/7PN 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 Keyway-72nd Apartments K6021851 A 18-DD1524 JKO1 JACK-OPEN 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:59 2019 Page 1 ID:MDVpj RKp4JiRnh12gnn9arzixgF-bu8EzFxg6iWLmImYY?J R5zeZf?rIOSCTm IEHd_zNXJo 1 1-10-3 1-10-3 4.00 12 Scale=1:11.8 2 ' 2x3 11 1 1 o m N 111111111-"111 4 2x3 11 PROVIDE ANCHORAGE,DESIGNED BY OTHERS, 3 AT BEARINGS TO RESIST MAX.UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. 1 1-10-3I 1-10-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 4 n/r 180 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 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:6 lb FT=0% BCDL 5.0 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 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=102/Mechanical,3=33/Mechanical Max Horz 2=78(LC 1),3=-78(LC 1) Max Uplift 2=-53(LC 10),3=-25(LC 10) Max Gray 2=102(LC 1),3=38(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=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 ��to PROFt w� :9G2 tNEF' /�*4.C. 00PE < ft 7 ,.7:,.4Y OREGON�� 4/ ''O gy14, 2- P+ MFRRrt.\-�' EXPIRES: 12-31-2019 April 24,2019 MINN A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t 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' l[„ building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANS1/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 KIu9C Circle 9e860 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments - - • •' 4 1 Job Reference o tional Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:40:59 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-buBEzFxg6iWLmImYY?JRSzeZG?rMORBTmIEHd zNXJo 3-10-4 3-10-4 Scale=1:15.0 4.00 12 3 1/ s 2x3 I 7 2 2x3 N 82x3 4 5 2x3 I I 1-10-8 1-4II 3-10-4 1-10-8 d-2-12 1-9-0 TCLL LOADING (pst25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.14 Vert(LL) 0.00 4-5 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(TL) 0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.03 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight 13 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-4 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) 3=17/Mechanical,4=-26/Mechanical,5=300/0-5-8 Max Horz 5=54(LC 11) Max Uplift 3=-33(LC 14),4=-26(LC 1),5=-118(LC 10) Max Gray 3=21(LC 20),4=8(LC 10),5=302(LC 20) 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=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-9-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)3,4 except(jt=lb) 5=118. (c4E© PR04-0 tAGINEF % 89200PE �r tt I`I OREGONb, �lV� /O qY 14, 24 Q1- MFRR%LI- EXPIRES: 12-31-2019 April 24,2019 4 A WARNING-Verifyit 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 �4 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" AITek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IS, fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job TrussTruss Type Qty Ply Keyway-72nd Apartments K6021853 18-DD1524 JKO3 JACK-OPEN 4 1 a Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:00 2019 Page 1 ID:MDV pjRKp4JiRnhl2gnn9arzixgF-34icBbyStOeCNvLk6jggeABj50BRIuFc?yzgAQzNXJn 5-10-4 II 5-10-4 Scale=1:19.0 3 11 4.00 12 9 8 2x3 II 2 7 y T7 2x3 II � _ m 1 � iii M i w • • 11 8 OA 4 ,/ 2x3 11 5 2x3 I I 1-10-8 1-i 5-10-4 I 1-10-8 012-1 3-9-0 Plate Offsets(X,Y)-- [1:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL - 1.15 TC 0.20 Vert(LL) -0.01 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.13 Vert(TL) -0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.04 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:19 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-4 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) 3=103/Mechanical,4=11/Mechanical,5=338/0-5-8 Max Horz 5=72(LC 11) Max Uplift 3=-70(LC 14),4=-4(LC 14),5=-122(LC 10) Max Gray 3=119(LC 20),4=43(LC 5),5=345(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-297/209 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-9-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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. ac 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) ```L0 P ROF- 5=122. ,`C3 <[ ,N tNEFt?`�'/p2 cc. 89200PE 9r ,,OREGON t, 40 <© 'QY 14, 2. Q'4- MFRRO- EXPIRES: 12-31-2019 April 24,2019 MIMI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2016 BEFORE USE. MI 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'design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSI1TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments 18 004524 JKOv -JACK-OPEN - 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:00 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-34icBbyStOeCNvLk6jggeABe109Flu1 c?yzqAQzNXJn 7-10-5 7-10-5 I Scale=1:22.4 3 ri 4.00 12 10 9 8 2x3 I I 7 • 2 v m 2x4 II P 1 id II MIw s 1111114. 2x3 I I 5 4 2x3 II 1-10-8 2r1-47-10-5 1-10-8 0-2-12 5-9-1 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 VertLL 0.05 4-5 >999 240 MT20 185/148 TCDLSnow=2 10)0 Lumber DOL 1.15 BC 0.20 Vert(TL) -0.08 4-5 >921 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.10 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-P 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 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=173/Mechanical,4=34/Mechanical,5=405/0-5-8 Max Horz 5=91(LC 11) Max Uplift 3=-100(LC 10),4=-2(LC 14),5=-140(LC 10) Max Gray 3=206(LC 20),4=76(LC 5),5=419(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-423/248 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-9-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 except(jt=lb) 3=100,5=140. ��E© PR0%1 �(,g �NGINFF6)0%16, 1) 2 `r 89200PE tet' 4411,<es,„,....Z---..„ • cr. IL 4 OREGON lV /O , 14, 2° 4 RR10- EXPIRES: 12-31-2019 April 24,2019 i P A _ WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES'REFERENCE PAGE MI67473 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 ANSIITP11 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 Keyway-72nd Apartments K6021855 18-DD1524 JKO5 JACK-CLOSED 6 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:01 2019 Page 1 I D:MDVpjRKp4JiRnh12gnn9arzixgF-XGG_Owz5eJm373wwgQLvBOkmDoVrUKsmEcjOitzNXJ m 9-11-6 1 1 9-11-6 4x8 M18SHS II Scale=1:27.0 3 4.00 12 I, I' 8 3x4 7 2 2x3 11 0 1 Ilr- w r i MA 4 6 IM4 4x4 3x4 11 8 2x3 11 1-10-8 21T1-4 9-11-6 1 1-10-8 0-2-112 7-10-2 Plate Offsets(X,Y)— [3:0-3-8,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 0.75 Vert(LL) -0.07 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.24 Vert(TL) -0.12 4-5 >808 180 M18SHS 220/195 TCDL 10.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:44 lb FT=0% BCDL 5.0 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. 3-4:2x4 DF No.2 REACTIONS. (lb/size) 4=293/Mechanical,5=479/0-5-8 Max Horz 5=179(LC 11) Max Uplift 4=-111(LC 10),5=-183(LC 10) Max Gray 4=350(LC 20),5=499(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-292/175 BOT CHORD 4-5=-241/255 WEBS 2-5=-521/287 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-9-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ��p P � � 3)Unbalanced snow loads have been considered for this design. ,c 4)All plates are MT20 plates unless otherwise indicated. ��` !�iG(j(VE.&n t) ,, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V` ,T !/ 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) (L 89200PE 9< 4=111,5=183. iff OR7`E'GON to �G<4 l's' t 4, 2.� 1..4 ei MRRIO- v EXPIRES: 12-31-2019 April 24,2019 I MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. r 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 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 lu CA 92880Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss buss Type Qty Ply Keyway-72nd Apartments 4 - 4 -dk06 7C4,LOSED 2 1Keetreee Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:01 2019 Page 1 ID:MDVpJRKp4JiRnh 12gnn9arzixgF-XGG_Owz5eJm3?3wwgQLvBOknOoUN U IpmEcjOitzNXJm 8-0-14 8-0-14 I 2 Scale=1:26.3 4.00 12 5 l 8 OPP ■— 7 ll 6 5 • 4x8 M18SHS = 1 JEMIIMINIMIEIMEmommommin MI M 3 4 4x4 = 3x4 I I 8-0-14 8-0-14 I Plate Offsets(X,Y)— [1:Edge,0-1-12],[4:0-2-0,0-0-8] 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 0.68 Vert(LL) 0.07 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) TCDL 10.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.10 3-4 >931 180 M18SHS 185/148 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:38 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. 1-3:2x4 HF Std REACTIONS. (lb/size) 4=311/0-5-8,3=311/Mechanical Max Horz 4=175(LC 11) Max Uplift 4=-91(LC 10),3=-116(LC 10) Max Gray 4=322(LC 20),3=351(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-287/161,2-3=-273/188 BOT CHORD 3-4=-352/357 WEBS 1-3=-249/261 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-11-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 QQC rT11 3)Unbalanced snow loads have been considered for this design. ��,``Gc P ROpt. 4)All plates are MT20 plates unless otherwise indicated. rl 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C` I so 6)Refer to girder(s)for truss to truss connections. c.�� _V. NF� �A 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) .� ' "Y__. 3=116. 9200P c- 0 47 OREGON D, �� <O 4k 14, 2a -.}..A'MFRRIL.‘-6P EXPIRES: 12-31-2019 April 24,2019 4 - 8 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. ......mil- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. 1iTek^ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 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 Keyway-72nd Apartments K6021857 18-DD1524 JMO1 Jack-Open 8 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:02 2019 Page 1 ID:M DVpjRKp4JiRnhl2gnn9arzixgF-0TgMcGzjPduwdDV7D8s8jbG52CtgDpxvSGSxEJzNXJI I 1-10-3 1-10-3 Scale=1:6.6 3.00 12 2 1 3 3x4 =- PROVIDE PROVIDE ANCHORAGE,DESIGNED BY OTHERS, AT BEARINGS TO UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. 1-10-3I i 1-10-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.00 1 n/r 180 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.01 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 IBC2012/TPI2007 Matrix-P Weight:5 lb FT=0% BCDL 5.0 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. (Ib/size) 2=138/Mechanical,3=9/Mechanical Max Horz 2=285(LC 1),3=-285(LC 1) Max Uplift 2=-72(LC 10),3=-12(LC 10) Max Gray 2=138(LC 1),3=28(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-381/307 BOT CHORD 1-3=-285/382 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 -(CEO PROFF6 't" 89200PE OREGONeta <4 - ' 14, 2° Q-E- MFRR10- EXPIRES: 12-31-2019 April 24,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. g Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not '{c� a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Mi Icik building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 Klugna,CirA le Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments i• - Jar n-Open 8 1 f(9621858 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:02 2019 Page 1 I D:MDVpjRKp4JiRnh 12gnn9arzixgF-OTgMcGzjPduwdD V7D8s8jbG46CspDojvSGSxEJzNXJ1 3-10-3 3-10-3 Scale=1:9.1 3 3.00 12 7 6 A 2 —../11111111111111111111 1 3x4 = 4 5 3x5 I I 1-10-8 12-1-4 3-10-3 1-10-8 0-2-12 1-8-15 Plate Offsets(X,Y)-- [2:0-0-7,0-1-12],[5:0-1-14,1-9-4],[5:0-0-0,0-1-12] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.16 Vert(LL) 0.00 4-5 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(TL) 0.00 4-5 >999 180 BCLL 0,0 Rep Stress InaYES WB 0.08 Horz(TL) -0.01 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-P Weight:11 lb FT=0% LUMBER- TOP CHORD 2x4 DF No.2 BRACING- TOPOTCHORD 2x4 DF No.2 CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std REACTIONS. (Ib/size) 3=9/Mechanical,4=-31/Mechanical,5=325/0-5-8 Max Horz 5=39(LC 10) Max Uplift 3=-15(LC 14),4=-31(LC 1),5=-160(LC 10) Max Gray 3=12(LC 20),4=24(LC 10),5=327(LC 20) 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=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)3,4 except(jt=lb) 5=160. NoA�NGP FFFss% ,c7 9 ,y `r 89200PE If 8-- iii '/i. "i Nto• OREGO . , /O 4 14, 2p '�' MRRILk-'P EXPIRES: 12-31-2019 t April 24,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. mil..� 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall n building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" e is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IV1iTk" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021859 18-DD1524 JMO3 Jack-Open 4 1 '" Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:03 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-UfOkpc_L9x0nEM4JnrNNGpp8pcALyGB3hwCUmIzNXJk 5-10-3 I I 5-10-3 Scale=1:11.5 2 3.00 12 5 4 1 1 3 3x4 = 40. 0-10-8 5-10-3 0-10-8 4-11-11 Plate Offsets(X,Y)-- [1:0-5-8,0-0-2] 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 0.62 Vert(LL) -0.05 1-3 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.24 Vert(TL) -0.09 1-3 >761 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:16 lb FT=0% BCDL 5.0 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. REACTIONS. (lb/size) 1=222/0-5-8,2=195/Mechanical,3=28/Mechanical Max Horz 1=60(LC 10) Max Uplift 1=-66(LC 10),2=-99(LC 10) Max Gray 1=228(LC 20),2=212(LC 20),3=83(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 5-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)1,2. t.o PROF . GdNEF /0 ,,N4 w 9 �9 89200PE v OP 177 --7,L1 �OREGON oto i0 qY 14, 2P P} MFRRO-6 EXPIRES: 12-31-2019 April 24,2019 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mg 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 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 250Klug Circl 9e Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type YP Qty Ply Keyway-72nd Apartments K6021860- 16®81524 J19104 Jack-Open 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:04 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-yry71 y?zwE8dsWfV LYvcoOLEfOS2hj RCwax2JBzNXJj 7-10-3 7-10-3 Scale=1:15.0 2 ir 3.00 12 7 6 4 5 N 1G\ r I 1 3x4 — g 0-10-8 7-10-3 0-10-8 6-11-11 I Plate Offsets(X,Y)-- [1:0-5-8,0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.17 1-3 >530 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.47 Vert(TL) -0.30 1-3 >303 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight: 0% BCDL 5.0 g t:22 lb FT= LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr 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. REACTIONS. (lb/size) 1=302/0-5-8,2=265/Mechanical,3=38/Mechanical Max Horz 1=81(LC 10) Max Uplift 1=-90(LC 10),2=-134(LC 10) Max Gray 1=314(LC 20),2=301(LC 20),3=113(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 7-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)1 except(jt=lb) 2=134. PROppn 4 INE,9 89200PE r CC 374. 4 OREGON\ 44// ,O -Ty 14, 2) Q' FR R10- EXPIRES: 12-31-2019 April 24,2019 a A r WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 budding 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 properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021861 18-DD1524 JMO5 Jack-Open 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:04 2019 Page 1 ID:M DVpjRKp4JiRnh 12gnn9arzixgF-yry71 y7zwE8dsWNLYvcoOLPo0YIhiACwax2JBzNXJj 5-10-3 5-10-3 3 ' Scale=1:12.5 3.00 12 7 2 � 6 — 1 4 3x4 = 5 3x5 I I 1-10-81-4 5-10-3 1-10-8 62-2-121 3-8-15 Plate Offsets(X,Y)-- [2:0-0-7,0-1-12],[5:0-1-14,1-9-4],[5:0-0-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.01 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.10 Vert(TL) -0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 3 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:16 lb FT=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 REACTIONS. (lb/size) 3=100/Mechanical,4=8/Mechanical,5=356/0-5-8 Max Horz 5=60(LC 10) Max Uplift 3=-55(LC 14),5=-157(LC 10) Max Gray 3=115(LC 20),4=41(LC 5),5=365(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-307/222 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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. PROP 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Ot=lb) Q�Q P R OFF 5=157. 'Cf GINE s co /f) •44 89200PE �< . A. -74 OREGON 44/�� /4 qY 1 4, 20 MFRRI�L EXPIRES: 12-31-2019 April 24,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. it 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 MiTele ekx 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 ANS1/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 Keyway-72nd Apartments K6021862 lo-151,(52.1 JM06 Jack-open 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:05 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-Q1 WEIObhYHUUgEhvGQrLEuVaPsWQ9HL8EhbrezNXJi 7-10-3 7-10-3 Scale=1:15.0 3 3.00 12 9 8 7 6 e r `9 N 2 3x4 = 4 3x5 II 1-10-8 1-4II 7-10-3 I 1-10-8 d-2-12 5-8-15 Plate Offsets(X,Y)-- [2:0-0-7,0-1-12],[5:0-1-14,1-9-4],[5:0-0-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.04 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(TL) -0.07 4-5 >977 180 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.02 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:22 lb FT=0% BCDL 5.0 g 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 REACTIONS. (lb/size) 3=171/Mechanical,4=31/Mechanical,5=421/0-5-8 Max Horz 5=81(LC 10) Max Uplift 3=-85(LC 10),5=-173(LC 10) Max Gray 3=202(LC 20),4=75(LC 5),5=438(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-418/247 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 except(jt=lb) `� PR OF 5=173. ,`f�NGEFR Fs '" s� ;C.— 89200PE • fs •' , OREGON 4✓/ 76 4y 14, - P-'�- MRR10-6 EXPIRES: 12-31-2019 April 24,2019 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 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 SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021863 18-DD1524 J001 Jack-Open 8 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:05 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-Q1 WEIObhYHUUgEhvGQrLEucUPuXQAhL8EhbrezNXJi 1-10-3 1-10-3 Scale=1:7.4 4.00 12 2 1 .11.1111111111111111111111111111=1111 3 3x4 = PROVIDE ANCHORAGE,DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX.UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. 1-10-3 1-10-3 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 1 n/r 180 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(TL) -0.00 1 n/r 90 TCDL 10.0 Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:5 lb FT=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=138/Mechanical,3=9/Mechanical Max Horz 2=214(LC 1),3=-214(LC 1) Max Uplift 2=-72(LC 10),3=-12(LC 10) Max Gray 2=138(LC 1),3=28(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-294/243 BOT CHORD 1-3=-214/296 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 PROFFss GtNF • Q 89200PE- yr • • OREGON�tx 441 /O -9y14 2.0 P"�- M�RR10- EXPIRES: 12-31-2019 April 24,2019 a I A WARNING-Verily 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 MiTek' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSIITP/1 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 Keyway-72nd Apartments K6021864 10-0134`143002 Jeek Open -6 4 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:06 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-uE3tRe1 DSsPL5gpuSzx4tRRI6pDi9cjVNuQ9N4zNXJh 3-10-3 3-10-3 Scale=1:10.8 3 4.00 12 7 6 2x3 II 2 m ri 1 _.......iiiii; " 1 V 3x4 = -'‘M , 4 ,/ 5 2x3 I I 1-10-8 2-1-4 II 3-10-3 I 1-10-8 b-2-12 1-8-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) 0.00 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.13 Vert(TL) 0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.01 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:11 lb FT=0% BCDL 5.0 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 REACTIONS. (lb/size) 3=9/Mechanical,4=-31/Mechanical,5=325/0-5-8 Max Horz 5=53(LC 10) Max Uplift 3=-20(LC 14),4=-31(LC 1),5=-151(LC 10) Max Gray 3=13(LC 20),4=21(LC 10),5=327(LC 20) 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=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)3,4 except(jt=lb) 5=151. '`0R1- PRopFs� �,��5 ENGIN F`c'9 /G* 89200PE r' 4r► : Sr �/ ,�,OREGON�Ix A44 1 , O Y 14, 26 P-i-, MFRR' EXPIRES: 12-31-2019 April 24,2019 a t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mil Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IY1iTekµ 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 ANSIITP11 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 Keyway-72nd Apartments K6021865 18-DD1524 J003 Jack-Open 8 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:06 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-uE3tRe1DSsPL5gpuSzx4tRRkHpEJ9cgVNuQ9N4zNXJh 5-10-3 5-10-3 Scale=1:14.0 3 4.00 12 8 7 2x3 I n r 2 o m N 6 1 _ 1 3x4 = 4 411 52x3 II 1-10-8 1-4I 5-10-3 l 1-10-8 d-2-1Z 3-8-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.01 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(TL) -0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:17 lb FT=0% BCDL 5.0 g 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 REACTIONS. (lb/size) 3=100/Mechanical,4=7/Mechanical,5=356/0-5-8 Max Horz 5=80(LC 10) Max Uplift 3=-61(LC 14),5=-148(LC 10) Max Gray 3=116(LC 20),4=41(LC 5),5=364(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-305/220 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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 except(jt=lb) 5=148. ��p P R 0 �,`� 4% G�NEF9 % 2 it 89200PE 9< • 4a a. yL OREGON�� oto , �4 q}' t4 ?,O P+ MRRIO-0 EXPIRES: 12-31-2019 April 24,2019 4 4 ....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 x a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �/A�T building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYII[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/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job TrussTruss Type Qty Ply Keyway-72nd Apartments -e pen 6 1 fE9641eEC Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:07 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-MQdFf 1rD9XCj_04OhSJQfzywDbiu4AecXAivWzNXJg 1-10-3 1-10-3 A Scale=1:7.4 4.00 12 2 1 3x4 = 3 0-7-8 1-10-3 I 0-7-8 + 1-2-11 LOADING (psf) TOLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 1 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:5 lb FT=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 10-0-0 oc bracing. REACTIONS. (lb/size) 1=72/0-5-8,2=63/Mechanical,3=9/Mechanical Max Horz 1=26(LC 10) Max Uplift 1=-19(LC 10),2=-34(LC 10) Max Gray 1=72(LC 1),2=63(LC 1),3=27(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=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)1,2. <tiRtD PROk. 6, N. 0 0.4GINEE6 > 2 `..c- 89200PE 1< o a- 4.„OREGON 1,, lV <O 4k 14, 2°\ P+ SRRILv, EXPIRES: 12-31-2019 April 24,2019 4 A ....... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 MiTek' building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 Keyway-72nd Apartments K6021867 18-DD1524 JP02 Jack-Open 6 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:07 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-MQdFf_1 rD9XCj_O4OhSJQfzvvDabu4AecXAivWzNXJg 3-10-3 II 3-10-3 Scale=1:10.8 2 5 '4.00 12 4 M r 1 1 3 3x4 = ♦ _.... 0-7-8 3-10-3 I 0-7-8I 3-2-11 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 0.23 Vert(LL) -0.01 1-3 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(TL) -0.01 1-3 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:11 lb FT=0% BCDL 5.0 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. REACTIONS. (lb/size) 1=142/0-5-8,2=125/Mechanical,3=18/Mechanical Max Horz 1=53(LC 10) Max Uplift 1=-38(LC 10),2=-68(LC 10) Max Grav 1=143(LC 20),2=128(LC 20),3=53(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 3-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)1,2. -c�.,- PRQFFss (IN. 4NGtNEF9 /Q�'V 92200P. V f 7 � L ,ff OREGON \� A. /Ogr14, 2,0P# /lien R1l-k-'9 EXPIRES: 12-31-2019 April 24,2019 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Mak'design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 250mug CiirA le880 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021868 i8vD1824 'Jt'G3 Ja A-Olro i 1 4 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:08 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-gcBdsK2U_Tf3L8zGa0zYzsWz4duKdXQorBvFSzzNXJf 5-11-12 5-11-12 Scale=1:14.2 2 4.00 12 ' 6 5 N N 4 1 6 O 3 3x4 = 0-7-8 5-11-12 0-7-8 5-4-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.05 1-3 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.25 Vert(TL) -0.10 1-3 >710 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCLL 0.0 BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:17 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=227/0-5-8,2=199/Mechanical,3=28/Mechanical Max Horz 1=82(LC 10) Max Uplift 1=-62(LC 10),2=-107(LC 10) Max Gray 1=232(LC 20),2=219(LC 20),3=85(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 5-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)1 except(jt=lb) 2=107. o.td PROF4- �C?�5 �NG�NFR /q2, �92OOP �' _%f- „..- APO IC) yG ,s OREGONNI*. EXPIRES: 12-31-2019 April 24,2019 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 INIi lek 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/I-PIH 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 Keyway-72nd Apartments K6021869 18-DD1524 JP04 Jack-Open 2 1 'Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:08 2019 Page 1 I D:M DV pj R Kp4J iRnh 12gnn9arzixq F-gcBds K2 U_Tf3L8zGaOzYzs W 7JdxxdXQorBvFSzzNXJf 1-10-3 1-10-3 Scale=1:7.4 4.00 12 2 r)( 1 - o 0 r- 3 3x4 = 4111 1-2-7 1-10-3 1-2-7 0-7-12 Plate Offsets(X,Y)-- [1:0-4-1,0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 1 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 1 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:5 lb FT=0% BCDL 5.0 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 10-0-0 oc bracing. REACTIONS. (lb/size) 1=72/0-5-8,2=63/Mechanical,3=9/Mechanical Max Horz 1=26(LC 10) Max Uplift 1=-19(LC 10),2=-34(LC 10) Max Gray 1=72(LC 1),2=63(LC 1),3=27(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=3.Opsf;h=65ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)1,2. -S(<-,o) PRQp 2 89200PE Or-4F ,,OREGON�� fti� 14. 14, 2� P. MFRRILS- v EXPIRES: 12-31-2019 April 24,2019 e t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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,VA22314. Corona,CA 92880 Job ' Truss Truss Type Qty Ply Keyway-72nd Apartments K6021870 -� BC-a pen NI.111111Job Reference o.tional Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:09 2019 Page 1 I D:M DVpj RKp4JiRnhl2gnn9arzixgF-Ip104f361nnwyHXT86UnV43H D1 GLM_gx3rfp_PzNXJe 3-10-3 3-10-3 Scale=1:10.8 2 4.00 12 9 8 '7 A r r 0 1 3 3x4 = 0-8-15 3-10-3 0-8-15 3-1-4 Plate Offsets(X,Y)-- [1:0-4-1,0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 3-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(TL) -0.00 3-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MP Weight:11 lb FT=0% BCDL 5.0 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. REACTIONS. (lb/size) 1=204/0-5-8,2=86/Mechanical,3=13/Mechanical Max Horz 1=52(LC 10) Max Uplift 1=-56(LC 10),2=-48(LC 10) Max Gray 1=205(LC 20),2=90(LC 20),3=36(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=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)1,2. ��4E,D PROFF / 4LNE4\ �, .,89200PE �f 4111, tt yL ,OREGON 4, /O �y14, 2d �-t- � RR10-v EXPIRES: 12-31-2019 April 24,2019 I _ it menno WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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 Keyway-72nd Apartments K6021871 18-DD1524 JP06 Jack-Open 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:09 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-Ip104f36lnnwyHXT86UnV43Cj1 E2M_gx3rfp_PzNXJe 5-11-13 5-11-13 Scale=1:14.5 > 102 12 (� N_ N 1 3 3x4 = 0-8-15 5-11-13 0-8-15 5-2-13 Plate Offsets(X,Y)-- [1:0-4-1,0-0-2] 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 0.40 Vert(LL) 0.02 4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.22 Vert(TL) -0.05 3-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BOLL 0.0 Code IBC2012/TP12007 Matrix-MP Weight:17 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-13 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=284/0-5-8,2=154/Mechanical,3=36/Mechanical Max Horz 1=81(LC 10) Max Uplift 1=-78(LC 10),2=-82(LC 10) Max Gray 1=290(LC 20),2=173(LC 20),3=69(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=3.0psf;h=65ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-1 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)1,2. `f(' PR°FFss ��5 NGINFF9 /°- 89200PE r' • yL ,If OREGON 11✓cz- /0 qY 14 2° , ERRIL�-6 EXPIRES: 12-31-2019 April 24,2019 t 1 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 �0. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments 113LD1Ez4 Kul ho01i872 HALF HIP GIRDER 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:10 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-n?JOH?4k W4vnaR6fhp?02HblOQXz51941VOM WrzNXJd 5-11-2 I 5-11-2 9-11-6 I 4-0-4 16-11-7 70-1 4x4 = Scale=1:29.0 4x4 = 3 XI 10 4 4.00 12 01 " r 3x5 2 r 4x5 = c: °J o e 11e 8 7 6 3x4 II 3x5 = 6x8 = 5 4x5 = 1-10-8 21-0 9-11-6 I 1-10-8 0-2-1i2 7-10-2 I 16-1017 ,7 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[3:0-2-0,0-2-4],[4:0-1-8,0-1-12],[5:Edge,0-2-0],[6:0-4-0,0-3-12],[7:0-1-8,0-1-8] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.06 5-6 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(TL) -0.12 5-6 >999 180 BCLL 0.0 Rep Stress Inc/ NO WB 0.63 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:183 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,and 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-5:2x4 DF No.2 REACTIONS. (lb/size) 5=2087/0-3-8,7=1520/0-5-8 Max Horz 7=178(LC 7) Max Uplift 5=-666(LC 6),7=-521(LC 6) Max Gray 5=2224(LC 24),7=1772(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-73/256,2-3=-2407/773,3-4=-2230/760,4-5=-1631/522 BOT CHORD 7-8=-169/444,6-7=-634/1999 WEBS 3-6=-93/587,4-6=-777/2454,2-6=-114/718,1-7=-665/279,2-7=-2608/796 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 0-9-0 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. nEp P R op 3)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; <CC` Fs MVVFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate ��CO 4)kGI NFF9 % grip DOL=1.60 A 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 NV n !� 5)Unbalanced snow loads have been considered for this design. 89200PE �c 6)Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s)except(jt=lb) f ,�' 5=666,7=521. 9)Girder carries tie-in span(s):10-0-0 from 9-11-4 to 16-11-7 7OREGON 10Z- 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 42.0'.74),' , N11k 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1334 lb down and 400 lb up at 2Q '9y' 14 20 9-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. p + �Q LOAD CASE(S) Standard � �1 R I L1" 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 Continued on Daae 2 April 24,2019 __ i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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 �YA IiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1 IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rPI1 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,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021872 18-DD1524 K01 HALF HIP GIRDER 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 2410:41:10 2019 Page 2 ID:MDVpjRKp4JiRnh12gnn9arzixgF-n?JOH?4kW4vnaR6fhp?02Hbl00Xz51941VOM WrzNXJd LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-70,3-4=-70,6-8=-10,5-6=-170(F=-160) Concentrated Loads(Ib) Vert:6=-1200(F) it - MOM 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. i. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ;;Tek building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 CirCA Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. a Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021873 9&13191354 KM MAI P HIP 18 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:11 2019 Page 1 ID:MDVpjRKp4JiRnh12gnn9arzixgF-FBtmVL4MH01 eCbhrFXXFaV8XBgt3ghAEX98w3HzNXJc 6-0-2I 10-2-8 I 13-8-0 I 16-11-7 6-0-2 4-2-6 3-5-7 3-3-7 12 Scale=1:45.9 4.00 12 • Ilf 3x4 \\ 3x4 II 3 14 3x4 = lirtlii 2x3 II 1g ♦, 's7 c 3x4 2 A 0 ‘‘`i' OrMlar-IIIIIIII 11 10 9 8 2x3 II 3x8 = 3x9 = 3x4 = 1-10-8 2-I1 10-2-8I 16-11-7 1-10-8 0-2-12 8-1-4 6-8-15 Plate Offsets(X,Y)-- [3:0-2-0,0-1-4],[4:0-1-4,0-1-0],[5:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.12 9-10 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.38 Vert(TL) -0.20 9-10 >881 180 TCDL 10.0 Rep Stress Ina NO WB 0.77 Horz(TL) 0.02 8 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:92 lb FT=0% BCDL 5.0 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,and 2-0-0 oc purlins(5-6-4 max.):5-7. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 9-12:2x6 DF 1800F 1.6E WEBS 1 Row at midpt 9-12 REACTIONS. (lb/size) 8=886/0-3-8,10=834/0-5-8 Max Horz 10=161(LC 11) Max Uplift 8=-186(LC 11),10=-246(LC 10) Max Gray 8=1108(LC 30),10=1106(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-828/151,5-6=-1146/262,7-8=-264/44 BOT CHORD 9-10=-321/878,8-9=-243/983 WEBS 2-10=-363/123,6-9=-100/430,6-8=-1232/278,3-10=-1093/254 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-5-4,Exterior(2)10-5-4 to 14-8-3, Interior(1)14-8-3 to 16-9-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 D 3)Unbalanced snow loads have been considered for this design. nto P RQp- 4)Provide adequate drainage to prevent water ponding. ,(S<(,`` GiNE ss1 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Cy !.l n 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,\ v`` �'7 �''. 8=186,10=246. 'V .7 7)Load case(s)1,2,3,4,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36,37,38,39,40,41 has/have been modified. 4t. :92 OP Building designer must review loads to verify that they are correct for the intended use of this truss. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. .! LOAD CASE(S) Standard CO 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 'y 1�OREGON 4, Uniform Loads(plf) 4i A Vert:1-4=-70,5-7=-131,8-11=-10 #Q '9Y 14 2)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 ' � 0' Uniform Loads(plf) +7,6*ri R 1 LL Vert:1-4=-58,5-7=-163,8-11=-10 3)Dead+0.75 Snow(Unbal.Left)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 24,2019 Continued on oaae 2 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021873 18-DD1524 K02 HALF HIP 18 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:11 2019 Page 2 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-FBtmVL4MHO1 eCbhrFXXFaV8XBgt3ghAEX98w3HzNXJc LOAD CASE(S) Standard Uniform Loads(pit) Vert:1-14=-58,4-14=-64,5-7=-137,8-11=-10 4)Dead+0.75 Snow(Unbal.Right)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-4=-31,5-7=-174,8-11=-10 20)Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:1-14=-70,4-14=-79,5-7=-96,8-11=-10 21)Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plt) Vert:1-4=-35,5-7=-145,8-11=-10 22)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(pif) Vert:1-4=-20,5-7=-100,8-11=-10 23)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-4=-36,5-7=-154,10-11=5,8-10=-10 Horz:1-4=-22,7-8=7,1-11=21 24)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-4=-45,5-7=-141,8-11=-10 Horz:1-4=-12,7-8=-21,1-11=-7 25)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-4=-36,5-7=-154,8-11=-10 Horz:1-4=-22,7-8=6,1-11=19 26)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-4=-49,5-7=-141,8-11=-10 Horz:1-4=-9,7-8=-19,1-11=-6 27)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-4=-20,5-7=-121,8-11=-10 28)3rd Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:1-4=-35,5-7=-171,8-11=-10 29)4th Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-110,5-7=-96,8-11=-10 30)5th Unbal.Dead+0.75 Snow(balanced)+0.75 Attic Floor+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-4=-31,5-7=-193,8-11=-10 31)6th Unbal.Dead+0.75 Snow(balanced)+0.75 Attic Floor+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-4=-87,5-7=-137,8-11=-10 32)7th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-4=-9,5-7=-184,10-11=5,8-10=-10 Horz:1-4=-22,7-8=7,1-11=21 33)8th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(plt) Vert:1-4=-65,5-7=-128,10-11=5,8-10=-10 Horz:1-4=-22,7-8=7,1-11=21 34)9th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-4=-19,5-7=-171,8-11=-10 Horz:1-4=-12,7-8=-21,1-11=-7 35) 10th Unbai.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-4=-75,5-7=-115,8-11=-10 Horz:1-4=-12,7-8=-21,1-11=-7 36) 11th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(pif) Vert:1-4=-9,5-7=-184,8-11=-10 Horz:1-4=-22,7-8=6,1-11=19 37) 12th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(pif) Vert:1-4=-65,5-7=-128,8-11=-10 Horz:1-4=-22,7-8=6,1-11=19 Continued on Daae 3 e.1111•1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �a a truss system.Before use,the building designer must verify the applicability of design parameters and propedy 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 MITA' 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 Keyway-72nd Apartments K6024073 18-DD1524 K02 HALF HIP 18 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:11 2019 Page 3 I D:M DVpjRKp4JiRnh12gnn9arzixgF-FBtmVL4MHO1 eCbhrFXXFaV8XBgt3ghAEX98w3HzNXJc LOAD CASE(S) Standard 38) 13th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-4=-23,5-7=-171,8-11=-10 Horz:1-4=-9,7-8=-19,1-11=-6 39) 14th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-79,5-7=-115,8-11=-10 Horz:1-4=-9,7-8=-19,1-11=-6 40) 15th Unbal.Dead+Minimum Snow+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-35,5-7=-171,8-11=-10 41) 16th Unbal.Dead+Minimum Snow+Parallel:Lumber Increase=1.15,Plate Increase-1.15 Uniform Loads(plf) Vert:1-4=110,5-7=-96,8-11=-10 k A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek19 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 250 Klug Circle Safetylnfonnation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 A Job Truss Truss Type Qty 'Ply Keyway-72nd Apartments K6021874 18-DD1524 L01-P ROOF SPECIAL 6 1 .1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:12 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF jOR8ih5_2i9VplG2pE2U7ihdDECmZDZNIptTbkzNXJb 3-5-14 I 8-7-0 I 3-5-14 5-1-2 7 Scale=1:55.0 0 gl 0 0 3x4 I I 1 3x4 = 5x8 M18SHS = lr4ILA.11 0 0 A 1.'"� IMI 6 5 4 3x4 = 3x4 = 3x4 II 6-8-4 6-}1r08-7-0 6-8-4 0-2-12 1-6-0 Plate Offsets(X,Y)-- [3:0-4-0,Edge],[4:0-2-0,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 55.4 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.03 5-6 >999 240 MT20 185/148 (Roof Snow=55.4) Lumber DOL 1.15 BC 0.41 Vert(TL) -0.05 5-6 >999 180 M18SHS 185/148 TCDL 10.0 Rep Stress Incr NO WB 0.50 Horz(TL) 0.01 5 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:59 lb FT=0% BCDL 5.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD 2-0-0 oc purlins(5-5-8 max.):1-3,3-7, except end verticals. Except: BOT CHORD 2x4 DF No.2 6-0-0 oc bracing:3-4 WEBS 2x4 HF Std*Except* 6-8-0 oc bracing:3-7 4-7:2x6 DF 2500F 2.2E BOT CHORD Rigid ceiling directly applied or 7-10-10 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS. (lb/size) 6=736/0-5-8,5=1240/0-5-8 Max Horz 6=-464(LC 8) Max Uplift 6=-143(LC 8),5=-26(LC 9) Max Gray 6=1046(LC 20),5=1569(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-336/0,2-3=-1318/1118 BOT CHORD 5-6=0/619,4-5=-563/767 WEBS 3-5=-776/0,2-5=-1364/556,2-6=-1192/599 NOTES- 1)Wind:ASCE 7-10;Vuit=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-4-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=55.4 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. ,cG G P R 4)All plates are MT20 plates unless otherwise indicated. ct' OFCss 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \'CJ NGf NEF' /O 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) (j '- rY 6=143.a �� 89200PE tej�� 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. / 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I ' LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 y OREGON t(/� Uniform Loads(plf) G 2j y Vert:1-3=-231,4-6=-10 '0 '9Y 14 2.(1'\ A�- 2)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 ' �P Uniform Loads(plf) 4`R R I O- Vert:1-3=-263,4-6=-10 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 EXPIRES: 12-31-2019 April 24,2019 f Continued on one 2 e mum mit 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 Qualify Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021874 18-DD1524 L01-P ROOF SPECIAL 6 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:12 2019 Page 2 ID:MDVpj RKp4JiRnh 12gnn9arzixgF-jOR8ih5_2i9VpIG2pE2U7ihdDECmZDZN IptTbkzNXJb LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-120,4-6=-30 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-52,3-9=-71,5-6=-6,4-5=49 Horz:1-6=25,3-4=40,3-7=66 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-71,3-10=-52,5-6=-6,4-5=49 Horz:1-6=-40,3-4=-25,3-7=-82 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-134,5-6=-10,4-5=-1 Horz:1-6=-28,3-4=-37,3-7=66 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-134,5-6=-10,4-5=-1 Horz:1-6=37,3-4=28,3-7=-43 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-67,4-6=-6 Horz:1-6=17,3-4=22,3-7=50 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-67,5-6=-6,4-5=14 Horz:1-6=-22,3-4=-17,3-7=-50 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-91,4-6=-10 Horz:1-6=29,3-4=10,3-7=50 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-3=-91,5-6=-10,4-5=10 Horz:1-6=-10,3-4=-29,3-7=-50 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-67,3-11=-80,4-6=-6 Horz:1-6=14,3-4=15,3-7=34 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-8=-80,3-8=-67,4-6=-6 Horz:1-6=-15,3-4=-14,3-7=34 14)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-80,4-6=-6 Horz:1-6=7,3-4=15,3-7=34 15)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-3=-80,4-6=-6 Horz:1-6=-15,3-4=-7,3-7=34 16)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-11=-91,3-11=-103,4-6=-10 Horz:1-6=26,3-4=4,3-7=34 17)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-103,3-8=-91,4-6=-10 Horz:1-6=-4,3-4=-26,3-7=34 18)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plt) Vert:1-3=-200,4-6=-10 19)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-241,4-6=-10 Horz:1-6=21,3-4=7,3-7=38 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-3=-241,5-6=-10,4-5=5 Horz:1-6=7,3-4=-21,3-7=-38 21)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-11=-241,3-11=-251,4-6=-10 Horz:1-6=19,3-4=3,3-7=25 Continued on Daae 3 ®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 MiT�f 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,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021874 18-DD1524 L01-P ROOF SPECIAL 6 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:12 2019 Page 3 ID:M DVpj RKp4JiRnhl2gnn9arzixgF-jOR8ih5_2i9VplG2pE2U7ihdDECmZDZNIptTbkzNXJb LOAD CASE(S) Standard 22)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-251,3-8=-241,4-6=-10 Horz:1-6=-3,3-4=-19,3-7=25 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=160,4-6=-10 4 Ae WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIM7473 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 �d 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 t. is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �Y� I< fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 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 Keyway-72nd Apartments K6021875 1&-DD1524 L01-P2 Roof Special 3 t Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:12 2019 Page 1 I D:MDVpjRKp4JiRnh 12gnn9arzixgF-jOR8ih5_2i9Vp1G2pE2U7ihayEC WZDGNIptTbkzNXJb 3-5-148-6-0 3-5-14 I 5-0-2 Scale=1:55.0 7 0 :t o 0 3x4 I I 3x4 = 5x8 M18SHS = 0 orryAiikh,w4 A ci 6 5 4 3x4 = 3x4 = 3x4 II I 6-8-4 6011-02 6-6-0 6-8-4 0-2--11 12 1-7-0 Plate Offsets(X,Y)-- [3:0-4-0,0-3-4],[4:0-2-0,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.03 5-6 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) -0.05 5-6 >999 180 M18SHS 185/148 TCDL 10.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.01 5 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:58 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins(4-11-15 max.):1-3,3-7, except end verticals. BOT CHORD 2x4 DF No.2 Except: WEBS 2x4 HF Std*Except* 6-0-0 oc bracing:3-4 4-7:2x6 DF 2500F 2.2E 6-8-0 oc bracing:3-7 BOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS. (lb/size) 6=582/0-5-8,5=1102/0-5-8 Max Horz 6=-464(LC 8) Max Uplift 6=-141(LC 8),5=-31(LC 9) Max Gray 6=932(LC 20),5=1458(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-276/0,2-3=-1327/1118 BOT CHORD 5-6=0/548,4-5=-576/780 WEBS 2-6=-1189/599,2-5=-1241/570,3-5=-728/0 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-3-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 t Q p PROF 2)TCLL:ASCE 7-10;Pf=25.0 3)Provide ad quate drainage osprf event water ponding.Categorylat roof snow); II;Exp B;Partially Exp.;Ct=1.00 -<(- `N� ss�O 4)All plates are MT20 plates unless otherwise indicated. , v �j9 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)5 except(jt=lb) 8�000P c 6o141. O G 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer 1� /r ,. must review loads to verify that they are correct for the intended use of this truss. / 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ,,ryar OREGON �11/� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 -G/.7.4r 14 +��N�y�- Uniform Loads Vert:1-8=-170,4-6=-10 . ' t. v FRRIL Trapezoidal Loads(plf) Vert:8=-170-to-3=231 2)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 24,2019 r 4 Continued on oaae.2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit 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 MiTek. building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 KllugC i 9e Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments 18-DD1524 L01-P2 Roof Special 3 1 K6021875 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:12 2019 Page 2 ID:MDVpjRKp4JiRnhl2gnn9arzixgF j0R8ih5_2i9VpIG2pE2U7ihayECWZDGNIptTbkzNXJb LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-8=-218,4-6=-10 Trapezoidal Loads(plf) Vert:8=-218-to-3=-263 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-120,4-6=-30 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-52,3-10=-71,5-6=-6,4-5=49 Horz:1-6=25,3-4=40,3-7=66 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-71,3-11=-52,5-6=-6,4-5=49 Horz:1-6=-40,3-4=-25,3-7=-83 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-135,5-6=-10,4-5=-1 Horz:1-6=-28,3-4=-37,3-7=66 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-135,5-6=-10,4-5=-1 Horz:1-6=37,3-4=28,3-7=-43 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-67,4-6=-6 Horz:1-6=17,3-4=22,3-7=50 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-67,5-6=-6,4-5=14 Horz:1-6=-22,3-4=-17,3-7=-50 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-91,4-6=-10 Horz:1-6=29,3-4=10,3-7=50 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-91,5-6=-10,4-5=10 Horz:1-6=-10,3-4=-29,3-7=-50 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p8) Vert:1-12=-67,3-12=-80,4-6=-6 Horz:1-6=14,3-4=15,3-7=34 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-80,3-9=-67,4-6=-6 Horz:1-6=-15,3-4=-14,3-7=34 14)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-80,4-6=-6 Horz:1-6=7,3-4=15,3-7=34 15)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-80,4-6=-6 Horz:1-6=-15,3-4=-7,3-7=34 16)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-12=-91,3-12=-103,4-6=-10 Horz:1-6=26,3-4=4,3-7=34 17)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-103,3-9=-91,4-6=-10 Horz:1-6=-4,3-4=-26,3-7=34 18)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-200,4-6=-10 19) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-196,4-6=-10 Horz:1-6=21,3-4=7,3-7=38 Trapezoidal Loads(plf) Vert:8=-196-to-3=-241 20)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Continued on oaae 3 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. NM- 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 budding 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 T is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �� Q'k* fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB49 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 250 Klug Circle Corona,CA 92880 IJob Truss Truss Type Oty Ply Keyway-72nd Apartments .I} K6021875 18-DD1524 L01-P2 Roof Special 3 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:12 2019 Page 3 ID:MDVpjRKp4JiRnh12gnn9arziniF jOR8ih5_2i9VpIG2pE2U7ihayECWZDGNIptTbkzNXJb LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-8=-196,5-6=-10,4-5=5 Horz:1-6=-7,3-4=-21,3-7=-38 Trapezoidal Loads(plf) Vert:8=-196-to-3=-241 21) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-196,4-6=-10 Horz:1-6=19,3-4=3,3-7=25 Trapezoidal Loads(plf) Vert:8=-196-to-12=-227,12=-236-to-3=-251 22) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-205,4-6=-10 Horz:1-6=-3,3-4=-19,3-7=25 Trapezoidal Loads(plf) Vert:8=-205-to-9=-214,9=-205-to-3=-241 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-160,4-6=-10 Trapezoidal Loads(plf) Vert:8=-160-to-3=-221 e 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 MiTek building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 250KIugCCA ir le Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. • Job Truss Truss Type Oty Ply Keyway-72nd Apartments K6021876 18-DD1524 L01-S Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:13 2019 Page 1 ID:MDVpj RKp4JiRnh12gnn9arzixgF-Ba_Wv16cp?HMRvrE NxZjgwDgkeYalj4X_Td07AzNXJa 3-5--8 � 6-11-0 I 3`X/ \3-5-8 2.x3 I 6 J \ 7 2 8 X 9 Scale=1:18.6 2x3 II 5 4 3x4 = 3x4 = 6-11-0 6-11-0 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate GripDOL 1.15 TC 0.65 Vert(LL) -0.10 4-5 >786 240 MT20 185/148 (Roof Snow=25.0) TCDL 10.0 Lumber DOL 1.15 BC 0.44 Vert(TL) -0.18 4-5 >449 180 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-P Weight:34 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins:1-3, 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) 5=731/0-5-8,4=663/0-5-8 Max Horz 5=104(LC 11) Max Gray 5=854(LC 2),4=804(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-329/0,3-4=-278/0 BOT CHORD 4-5=0/602 WEBS 2-5=-778/0,2-4=-778/0 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. QQ�D PR OFc 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. .<`' C s LOAD CASE(S) Standard (. 0NG�NEF,q ��Q 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 �C/ �.7 Uniform Loads(plf) 4C 89200PE r- Vert:4-5=-10 Trapezoidal Loads(pit) ,<�i� Vert:1=-=-231-to-3=-170 • - 2)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Q Uniform Loads(plf) -y OREGONCr Vert:4-5=-10 j(� Trapezoidal Loads(plf) Gam© y, 14' ZONtii• *r Vert:1=-263-to-3=-218 �� 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 FAR I1_\- Uniform Loads(plf) Vert 1-3=-120,4-5=-30 EXPIRES: 12-31-2019 i Continued on Dane 2 April 24,2019 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. �MIN imit 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 A 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/-PIH 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 Keyway-72nd Apartments 1&-DD1524 L01-S Roof Special 2 .. Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:13 2019 Page 2 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-Ba_Wv16cp?HMRvrENxZjgwDgkeYalj4X_Td07AzNXJa LOAD CASE(S) Standard 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-7=-48,3-7=-70,4-5=-6 Horz:1-5=26,3-4=41 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-8=-70,3-8=-48,4-5=-6 Horz:1-5=-41,3-4=-26 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-135,4-5=-10 Horz:1-5=-29,3-4=-38 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-3=-135,4-5=-10 Horz:1-5=38,3-4=29 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-67,4-5=-6 Horz:1-5=17,3-4=22 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-67,4-5=-6 Horz:1-5=-22,3-4=-17 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-91,4-5=-10 Horz:1-5=29,3-4=10 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-91,4-5=-10 Horz:1-5=-10,3-4=-29 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-9=-67,3-9=-80,4-5=-6 Horz:1-5=14,3-4=15 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-80,3-6=-67,4-5=-6 Horz:1-5=-15,3-4=-14 14)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-80,4-5=-6 Horz:1-5=7,3-4=15 15)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-80,4-5=-6 Horz:1-5=-15,3-4=-7 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-91,3-9=-103,4-5=-10 Horz:1-5=26,3-4=4 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-103,3-6=-91,4-5=-10 Horz:1-5=-4,3-4=-26 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(pif) Vert:1-3=-200,4-5=-10 19) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:4-5=10 Horz:1-5=21,3-4=7 Trapezoidal Loads(pif) Vert:1=-241-to-3=-196 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:4-5=-10 Horz:1-5=-7,3-4=-21 Trapezoidal Loads(pit) Vert:1=-241-to-3=-196 21) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Continued on oaae 3 Aa I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE(REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments , K6021876 18-DD1524 L01-S Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:13 2019 Page 3 I D:M D V pj RKp4J i Rnh 12gnn9arzixgF-Ba_Wv 16cp?H M RvrE NxZjgwDgkeYa Ij4X_Td07AzNXJa LOAD CASE(S) Standard Uniform Loads(plf) Vert:4-5=-10 Horz:1-5=19,3-4=3 Trapezoidal Loads(plf) Vert:1=-241-to-9=-201,9=-210-to-3=-205 22)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:4-5=-10 Horz:1-5=-3,3-4=-19 Trapezoidal Loads(plf) Vert:1=-251-to-6=-245,6=-236-to-3=-196 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:4-5=-10 Trapezoidal Loads(plf) Vert:1=-221-to-3=-160 4 6 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 1tl 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 IX�ilekx 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 Keyway-72nd Apartments 446021877 r18-DD1524 L02 ROOF SPECIAL 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:14 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-fmYv7N7EaJPD33QQwf4yC7myh2vv12jgD7MafczNXJZ 3-5-14 9-3-8 15-1-3 18-7-1 3-5-14 I 5-9-10 5-9-10 3-5-15 { Scale=1:31.4 3x4 I I 3x4 II 3x4 = 4x4 = 3x4 = ,� XI rl 10 2 rl FQ E3 11 In Ci 7 6 9 8 3x4 II 3x4 = 3x4 = 3x4 II 6-8-5IT1 11-10-12 18-7-1 6- 1 6-8-5 0-2-12 4-11-12 6-8-5 Plate Offsets(X,Y)-- [6:0-1-12,0-1-8],[7:0-1-8,0-1-8],[8:0-1-8,0-1-8],[9:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 55.4 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.04 6-7 >999 240 MT20 185/148 (Roof Snow=55.4) Lumber DOL 1.15 BC 0.37 Vert(TL) -0.08 6-7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.03 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:96 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-5, 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) 9=491/0-5-8,6=1250/Mechanical,8=2666/0-5-8 Max Horz 9=-101(LC 10) Max Gray 9=556(LC 2),6=1417(LC 2),8=3023(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-280/0,2-3=0/967,3-4=-1145/0,5-6=-318/0 BOT CHORD 8-9=0/335,7-8=0/900,6-7=0/1393 WEBS 3-8=-2652/0,3-7=0/348,4-7=-321/0,4-6=-1717/0,2-9=-402/0,2-8=-1684/0 NOTES- 1)Wind:ASCE 7-10;Vult=12omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=6511;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 18-5-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=55.4 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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. o 5)Refer to girder(s)for truss to truss connections. `Q0) PR OFF 6)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer •`` G'NE 0 must review loads to verifythat theyare correct for the intended use of this truss. ! n 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �� v n `7 a4. LOAD CASE(S) Standard ^9200P 9C 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(p8) Veil:1-5=-231,6-9=-10 —149. N 2)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(p8) A_OREGON44 Vert:1-5=-263,6-9=-10 L. �q OAR A 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Q Y 1 4 2. .i51'' 4- Uniform Loads(plf) M b R'L'- Vert:1-5=-120,6-9=-30 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 EXPIRES: 12-31-2019 April 24,2019 e Continued on oaoe 2 Iv ®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 MiTek' r� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IVI 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/TP/1 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,VA22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021877 18-DD1524 L02 ROOF SPECIAL 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:14 2019 Page 2 ID:MDV pj RKp4JiRnhl2gnn9arzixgF-fmYv7N7EaJPD33QQwf4yC7myh2vv12jgD7MafczNXJZ LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-10=-66,5-10=-73,6-9=-6 Horz:1-9=21,5-6=36 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-73,5-11=-66,6-9=-6 Horz:1-9=-36,5-6=-21 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-132,6-9=-10 Horz:1-9=-24,5-6=-33 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-132,6-9=-10 Horz:1-9=33,5-6=24 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-67,6-9=-6 Horz:1-9=17,5-6=22 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-67,6-9=-6 Horz:1-9=-22,5-6=-17 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-91,6-9=-10 Horz:1-9=29,5-6=10 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-91,6-9=-10 Horz:1-9=-10,5-6=-29 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-67,6-9=-6 Horz:1-9=14,5-6=20 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-67,6-9=-6 Horz:1-9=-20,5-6=-14 14)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-80,6-9=-6 Horz:1-9=7,5-6=15 15)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-80,6-9=-6 Horz:1-9=-15,5-6=-7 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-91,6-9=-10 Horz:1-9=26,5-6=8 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-91,6-9=-10 Horz:1-9=-8,5-6=-26 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-5=-200,6-9=-10 19) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-241,6-9=-10 Horz:1-9=21,5-6=7 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=241,6-9=-10 Horz:1-9=-7,5-6=-21 21)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-241,6-9=10 Horz:1-9=19,5-6=6 22)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Continued on Daae 3 � g tea. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1011-7473 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 A/� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mriek" 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 Keyway-72nd Apartments -KE10211977 18-DD1524 L02 ROOF SPECIAL 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:14 2019 Page 3 ID:MDV pj RKp4JiRnhl2gnn9arzixgF-fmYv7N7EaJPD33QQwf4yC7myh2vv12jgD7MafczNXJZ LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-5=-241,6-9=-10 Horz:1-9=-6,5-6=-19 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-160,6-9=-10 t t A 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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not x 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/7711 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 Keyway-72nd Apartments K6021878 18-DD1524 L03 Half Hip 8 1 k Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:14 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-fmYv7N7EaJPD330Qwf4yC7myj2vt13IgD7MafczNXJZ I 5-4-0 I 9-6-10 15-3-4 18-7-1 5-4-0 4-2-10 5-8-10 3-3-13 12 Scale=1:53.2 13 4.00 12 5x5 % O 2 10 o 0 15 0• , 3x5 = 14 6x10 = 3x4 = 3x4 = 5x8 M18SHS = imii CI. CI 168 CI n 83 II IMIVAIMIIM., d of DEN �� 8 11 10 9 7 3x4 = 2x4 II 3x4 = 3x7 =- 354 354 = 6-11-1 5-4-0 65 12-415 i&7-1 5-4-0 1 1:4 5.5.14 6-2-2 I 0-2-12 Plate Offsets(X,Y)-- [1:Edge,0-1-4],[2:0-2-3,Edge],[3:0-2-12,0-3-12],[4:0-1-12,0-1-8],[7:0-2-12,0-1-8],[9:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.02 8 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.37 Vert(TL) -0.05 7-8 >999 180 M18SHS 220/195 TCDL 10.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.02 7 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:129 lb FT=0% BCDL 5.0 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(5-9-7 max.):3-6,6-12, BOT CHORD 2x4 DF No.2 3-10,2-13. Except: WEBS 2x4 HF Std*Except* 6-0-0 oc bracing:6-7 7-12,10-13:2x6 DF 2500F 2.2E 9-2-0 oc bracing:6-12 10-0-0 oc bracing:2-13 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-12 REACTIONS. (lb/size) 7=1134/Mechanical,9=1926/0-5-8,11=89/0-5-8 Max Horz 11=644(LC 11) Max Uplift 11=-288(LC 10) Max Gray 7=1545(LC 32),9=2417(LC 30),11=243(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-231/323,3-4=0/702,4-5=-1547/244,5-6=-910/805,6-7=-414/183,1-11=-310/186, 2-3=-285/183 BOT CHORD 10-11=-641/282,9-10=-647/267,8-9=0/1090,7-8=0/1520 WEBS 3-9=-840/162,3-11=-282/520,1-3=-275/303,4-9=-2304/0,4-8=-224/462,5-8=-434/286, 5-7=-1758/0 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; `-,a0 PRQFF MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 18-4-5 zone;cantilever left and right G�NF A�� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate V ,7 grip DOL=1.60 N. N F D4- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ��4 89200PE 7" 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. Jr,000."....00!. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •4' 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) -8. L � Cr OREGON t 9)Load 11=2c ase(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34, ��6 '9Y 1 4 2$ 1., r 35,36,37,38,39,40,41 has/have been modified.Building designer must review loads to verify that they are correct for the Qj` intended use of this truss. `R RI LA- 10) -10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOADCASE(S) Standard EXPIRES: 12-31-2019 April 24,2019 Continued on Daae 2 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mit 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 ANSUTP11 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 Keyway-72nd Apartments Kr-421878 18,-DD1524 L03 Half Hip 8 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:15 2019 Page 2 ID:MDVpj RKp4JiRnh 12gnn9arzixgF-7z6H Kj7tLdX4hD?cUMbBILJ7SRF6m WYgSn67C3zNXJY LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-70,17-18=-177,7-11=-10 Trapezoidal Loads(plf) Vert:3=-231-to-17=-177,18=-177-to-6=-231 2)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-57,17-18=-223,7-11=-10 Trapezoidal Loads(plf) Vert:3=-263-to-17=-223,18=-223-to-6=-263 3)Dead+0.75 Snow(Unbal.Left)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-70,17-18=-196,7-11=-10 Trapezoidal Loads(plf) Vert:3=-237-to-17=-196,18=-196-to-6=-237 4)Dead+0.75 Snow(Unbal.Right)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-31,17-18=-223,7-11=-10 Trapezoidal Loads(plf) Vert:3=-268-to-16=-248,16=-243-to-17=-223,18=-223-to-6=-263 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-20,3-6=-120,7-11=-30 6)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=37,2-15=24,3-6=-73,7-11=-6 Horz:1-15=-45,2-15=-32,6-7=36,6-12=58,1-11=21,2-3=15,2-13=57 7)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-14=24,2-14=37,3-5=-73,5-6=-66,7-11=-6 Horz:1-14=-32,2-14=-45,6-7=-21,6-12=-64,1-11=-36,2-3=-42,2-13=-67 8)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-36,3-6=-132,7-11=-10 Horz:1-2=16,6-7=-33,6-12=58,1-11=-24,2-3=-18,2-13=37 9)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-36,3-6=-132,7-11=-10 Horz:1-2=16,6-7=24,6-12=-37,1-11=33,2-3=39,2-13=-40 10)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=33,3-6=-85,7-11=-6 Horz:1-2=-41,6-7=22,6-12=34,1-11=17,2-3=11,2-13=50 11)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=20,3-6=-67,7-11=-6 Horz:1-2=-28,6-7=-17,6-12=-50,1-11=-22,2-3=-28,2-13=-33 12) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=9,3-6=-109,7-11=-10 Horz:1-2=-29,6-7=10,6-12=34,1-11=29,2-3=34,2-13=50 13)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-4,3-6=-91,7-11=-10 Horz:1-2=-16,6-7=-29,6-12=-50,1-11=-10,2-3=-4,2-13=-33 14)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=33,3-6=-85,7-11=-6 Horz:1-2=-41,6-7=20,6-12=34,1-11=14,2-3=8,2-13=-33 15)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=15,3-6=-67,7-11=-6 Horz:1-2=-23,6-7=-14,6-12=34,1-11=-20,2-3=-26,2-13=-33 16) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=20,3-6=-90,7-11=-6 Horz:1-2=-29,6-7=15,6-12=34,1-11=7,2-3=1,2-13=-33 17)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=10,3-6=-80,7-11=-6 Horz:1-2=-18,6-7=-7,6-12=34,1-11=-15,2-3=-21,2-13=-33 18)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=9,3-6=-109,7-11=-10 Horz:1-2=-29,6-7=8,6-12=34,1-11=26,2-3=32,2-13=-33 1 Continued on oaae 3 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 'p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi lekn 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,VA22314. Corona,CA 92880 Job Truss Truss Type Qty 'Ply Keyway-72nd Apartments K6021878 18-DD1524 L03 Half Hip 8 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:15 2019 Page 3 ID:MDVpjRKp4JiRnh12gnn9arzixgF-7z6HKj7tLdX4hD7cUMbBILJ7SRF6m WYgSn67C3zNXJY LOAD CASE(S) Standard 19)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-9,3-6=-91,7-11=-10 Horz:1-2=-11,6-7=-26,6-12=34,1-11=-8,2-3=-2,2-13=-33 20)Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-87,17-18=-142,7-11=-10 Trapezoidal Loads(plf) Vert:3=-196-to-17=-142,18=-142-to-6=-196 21)Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-35,17-18=-177,7-11=-10 Trapezoidal Loads(plf) Vert:3=-238-to-16=-211,16=-204-to-17=-177,18=-177-to-6=-231 22) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-2=-20,3-6=-200,7-11=-10 23)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-36,17-18=-214,7-11=-10 Horz:1-2=22,6-7=7,6-12=25,1-11=21,2-3=26,2-13=37 Trapezoidal Loads(plf) Vert:3=-254-to-17=-214,18=-214-to-6=-254 24)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-45,17-18=-201,7-11=-10 Horz:1-2=-12,6-7=-21,6-12=-38,1-11=-7,2-3=-3,2-13=-25 Trapezoidal Loads(pit) Vert:3=-241-to-17=-201,18=-201-to-6=-241 25)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-36,17-18=-214,7-11=-10 Horz:1-2=-22,6-7=6,6-12=25,1-11=19,2-3=24,2-13=-25 Trapezoidal Loads(plf) Vert:3=-254-to-17=-214,18=-214-to-6=-254 26)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-49,17-18=-201,7-11=-10 Horz:1-2=-9,6-7=-19,6-12=25,1-11=-6,2-3=-2,2-13=-25 Trapezoidal Loads(plf) Vert:3=-241-to-17=-201,18=-201-to-6=-241 27) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-20,17-18=-167,7-11=-10 Trapezoidal Loads(plf) Vert:3=-221-to-17=-167,18=-167-to-6=-221 28)3rd Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-35,17-18=-217,7-11=-10 Trapezoidal Loads(plf) Vert:3=-271-to-17=-217,18=-217-to-6=-271 29)4th Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-110,17-18=-142,7-11=-10 Trapezoidal Loads(plf) Vert:3=-196-to-17=-142,18=-142-to-6=-196 30)5th Unbal.Dead+0.75 Snow(balanced)+0.75 Attic Floor+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-2=-31,17-18=252,7-11=-10 Trapezoidal Loads(plf) Vert:3=-293-to-17=-252,18=-252-to-6=-293 31)6th Unbal.Dead+0.75 Snow(balanced)+0.75 Attic Floor+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(p10 Vert:1-2=-87,17-18=-196,7-11=-10 Trapezoidal Loads(pit) Vert:3=-237-to-17=-196,18=-196-to-6=-237 32)7th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-9,17-18=-244,7-11=-10 Horz:1-2=-22,6-7=7,6-12=25,1-11=21,2-3=26,2-13=37 Trapezoidal Loads(plf) Vert:3=-284-to-17=-244,18=-244-to-6=-284 Continued on Daae 4 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1F7477 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 A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply Keyway-72nd Apartments 1(8091878 1&DD1524 L03 Half Hip 8 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:15 2019 Page 4 ID:MDVpj RKp4JiRnhl2gnn9arzixgF-7z6H Kj7tLdX4hD?cUMbBILJ7S RF6m WYgSn67C3zNXJY LOAD CASE(S) Standard 33)8th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-65,17-18=-188,7-11=-10 Horz:1-2=-22,6-7=7,6-12=25,1-11=21,2-3=26,2-13=37 Trapezoidal Loads(plf) Vert:3=-228-to-17=-188,18=-188-to-6=-228 34)9th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-19,17-18=-230,7-11=-10 Horz:1-2=-12,6-7=-21,6-12=-38,1-11=-7,2-3=-3,2-13=-25 Trapezoidal Loads(plf) Vert:3=-271-to-17=-230,18=-230-to-6=-271 35) 10th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-75,17-18=174,7-11=-10 Horz:1-2=-12,6-7=-21,6-12=-38,1-11=-7,2-3=-3,2-13=-25 Trapezoidal Loads(plf) Vert:3=-215-to-17=-174,18=-174-to-6=-215 36) 11th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-9,17-18=-244,7-11=-10 Horz:1-2=-22,6-7=6,6-12=25,1-11=19,2-3=24,2-13=-25 Trapezoidal Loads(plf) Vert:3=-284-to-17=-244,18=-244-to-6=-284 37) 12th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-65,17-18=-188,7-11=-10 Horz:1-2=-22,6-7=6,6-12=25,1-11=19,2-3=24,2-13=-25 Trapezoidal Loads(plf) Vert:3=-228-to-17=-188,18=-188-to-6=-228 38) 13th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-23,17-18=-230,7-11=-10 Horz:1-2=-9,6-7=-19,6-12=25,1-11=-6,2-3=-2,2-13=-25 Trapezoidal Loads(plf) Vert:3=-271-to-17=-230,18=-230-to-6=-271 39) 14th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-79,17-18=-174,7-11=-10 Horz:1-2=-9,6-7=-19,6-12=25,1-11=-6,2-3=-2,2-13=-25 Trapezoidal Loads(plf) Vert:3=-215-to-17=-174,18=-174-to-6=-215 40) 15th Unbal.Dead+Minimum Snow+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-35,17-18=-217,7-11=-10 Trapezoidal Loads(plf) Vert:3=-271-to-17=-217,18=-217-to-6=-271 41) 16th Unbal.Dead+Minimum Snow+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-110,17-18=-142,7-11=-10 Trapezoidal Loads(plf) Vert:3=-196-to-17=-142,18=-142-to-6=-196 4 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 MiTek' 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 BCS1 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 Keyway-72nd Apartments K6021879 18-DD1524 L04 Half Hip 13 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:16 2019 Page 1 ID:M DVpjRKp4JiRnh12gnn9arzixgF-b9gfY38V5wfxlMap246Q HYrGerYfVyNzgRrgkVzNXJX [ 10-2-8 14-2-6 [ 19-5-11 I 23-5-9 10-2-8 3-11-14 5-3-4 3-11-14 Scale=1:53.4 5x7 = 15 16 4.00 12 4x5 �3 :1 ifi 3x8 %18 5x16 = 3x6 = 3x4 = 17 r �� r 1s zo p 9 cv 3x4 = a a 11 10 9 14 13 12 8 3x4 = 2x4 II 3x4 = 3x4 = 3x4 II 3x5 = 3x4 = 11-6-12 I 4-10-8 s-I1 10-2-8111-4-0 1610-1 22-1-5 I 4-10-8 0-Z-2 5-1-4 1-1-8 5-3-4 5-3-4 1-0-023-s-9 0-2-12 Plate Offsets(X,Y)-- [2:0-2-8,0-1-8],[4:0-5-8,0-3-4],[7:0-2-8,0-3-4],[12:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.04 9-11 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(TL) -0.09 9-11 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.02 8 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:127 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 4-7:2x4 DF No.1&Btr except end verticals,and 2-0-0 oc purlins(4-2-6 max.):4-7,7-15, BOT CHORD 2x4 DF No.2 4-13,3-16. Except: WEBS 2x4 HF Std*Except* 6-0-0 oc bracing:7-8 8-15,13-16:2x6 DF 2500F 2.2E 9-8-0 oc bracing:7-15 10-0-0 oc bracing:3-16 BOT CHORD Rigid ceiling directly applied or 4-8-10 oc bracing. WEBS 1 Row at midpt 7-15 REACTIONS. (lb/size) 8=1053/Mechanical,14=1055/0-5-8,12=1755/0-5-8 Max Horz 14=617(LC 11) Max Uplift 14=-71(LC 10) Max Gray 8=1472(LC 32),14=1469(LC 29),12=2301(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/1752,2-3=-183/396,4-5=0/1339,5-6=-1788/185,6-7=-1340/818,7-8=-1454/0, 3-4=-288/164 BOT CHORD 1-14=-1562/0,13-14=-1182/66,12-13=-1245/27,11-12=0/1026,9-11=0/2097, 8-9=-694/862 WEBS 2-14=-1105/123,4-14=-754/37,2-4=0/1512,4-12=-672/176,7-9=-53/1137,6-9=-1642/0, 6-11=-758/135,5-11=-93/828,5-12=-2834/0 NOTES- QQGO PROF 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; ,cf(,``C• Fss MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 23-2-13 zone;cantilever left and right ,. t GIN,.<C`n /� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ,.V.' 'T /L grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.00 89200PE 9V 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. -f �^iI 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. l' . _ • 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)14. -y OREGON 4, 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34, 4- 47 \ A. 35,36,37,38,39,40,41 has/have been modified.Building designer must review loads to verify that they are correct for the /O '9r 14 2� 4r intended use of this truss. 4, 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ' RR R I�,0- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)314 lb down at 0-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12-31-2019 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Q tictitagErabeadandard April 24,2019 t I ..... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mot 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 y� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing dliRek° 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 Keyway-72nd Apartments it K6021e7e r8-DD1524 L04 Half Hip 13 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:16 2019 Page 2 ID:MDVpj RKp4JiRnh 12gnn9arzixgF-b9gfY38V5wfxlMap246QHYrGerYfVyNzgRrgkVzNXJX LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-70,19-20=-177,1-8=-10 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-231-to-19=-177,20=-177-to-7=-231 2)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-58,19-20=-223,1-8=-10 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-263-to-19=-223,20=-223-to-7=-263 3)Dead+0.75 Snow(Unbal.Left)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-58,3-17=-70,19-20=-196,1-8=-10 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-237-to-19=-196,20=-196-to-7=-237 4)Dead+0.75 Snow(Unbal.Right)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-31,19-20=-223,1-8=-10 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-274-to-19=-233,20=-223-to-7=-263 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-20,4-7=-120,1-8=-30 Concentrated Loads(Ib) Vert:1=-314(F) 6)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=37,3-17=24,4-7=-73,1-14=40,8-14=-6 Horz:1-17=-45,3-17=-32,7-8=35,7-15=55,3-4=14,3-16=55 Concentrated Loads(Ib) Vert:1=-314(F) 7)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=24,3-18=37,4-21=-73,7-21=-66,1-14=40,8-14=-6 Horz:1-18=-32,3-18=-45,7-8=-20,7-15=-63,3-4=-41,3-16=-65 Concentrated Loads(Ib) Vert:1=-314(F) 8)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-36,4-7=-132,1-14=-3,8-14=-10 Horz:1-3=16,7-8=-31,7-15=55,3-4=-17,3-16=36 Concentrated Loads(Ib) Vert:1=-314(F) 9)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-36,4-7=-132,1-14=-3,8-14=-10 Horz:1-3=16,7-8=23,7-15=-36,3-4=37,3-16=-39 Concentrated Loads(Ib) Vert:1=-314(F) 10)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=33,4-7=-85,1-14=14,8-14=-6 Horz:1-3=-41,7-8=22,7-15=33,3-4=11,3-16=50 Concentrated Loads(Ib) Vert:1=-314(F) 11) Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=20,4-7=-67,1-8=-6 Horz:1-3=-28,7-8=-17,7-15=-50,3-4=-28,3-16=-33 Concentrated Loads(Ib) Vert:1=-314(F) 12)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=9,4-7=-109,1-14=10,8-14=-10 Horz:1-3=-29,7-8=10,7-15=33,3-4=34,3-16=50 Concentrated Loads(Ib) Vert:1=-314(F) Continued on Daae 3 MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE PAH-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 A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing FAiTek" 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/TP/1 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 Keyway-72nd Apartments K6021879 18-DD1524 L04 Half Hip 13 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:16 2019 Page 3 ID:MDVpjRKp4J iRnh12gnn9arzixgF-b9gfY38V5wfxlMap246QHYrGerYfVyNzgRrgkVzNXJX LOAD CASES) Standard 13)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-4,4-7=-91,1-8=-10 Horz:1-3=-16,7-8=-29,7-15=-50,3-4=-4,3-16=-33 Concentrated Loads(Ib) Vert:1=-31 4(F) 14)Dead+0,6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=33,4-7=-85,1-8=-6 Horz:1-3=-41,7-8=20,7-15=33,3-4=8,3-16=-33 Concentrated Loads(Ib) Vert:1=-314(F) 15)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=15,4-7=-67,1-8=-6 Horz:1-3=-23,7-8=-14,7-15=33,3-4=-26,3-16=-33 Concentrated Loads(Ib) Vert:1=-314(F) 16)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=20,4-7=-90,1-8=-6 Horz:1-3=-29,7-8=15,7-15=33,3-4=1,3-16=-33 Concentrated Loads(Ib) Vert:1=-314(F) 17)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=10,4-7=-80,1-8=-6 Horz:1-3=-18,7-8=-7,7-15=33,3-4=-21,3-16=-33 Concentrated Loads(Ib) Vert:1=-314(F) 18) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=9,4-7=-109,1-8=-10 Horz:1-3=-29,7-8=8,7-15=33,3-4=32,3-16=-33 Concentrated Loads(Ib) Vert:1=-314(F) 19)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-9,4-7=-91,1-8=-10 Horz:1-3=-11,7-8=-26,7-15=33,3-4=-2,3-16=-33 Concentrated Loads(Ib) Vert:1=-314(F) 20)Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-17=-70,3-17=-87,19-20=-142,1-8=-10 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-196-to-19=-142,20=-142-to-7=-196 21) Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-35,19-20=-177,1-8=-10 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-245-to-19=-191,20=-177-to-7=-231 22)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-20,4-7=-200,1-8=-10 Concentrated Loads(Ib) Vert:1=-314(F) 23)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-36,19-20=-214,1-14=5,8-14=-10 Horz:1-3=-22,7-8=7,7-15=25,3-4=26,3-16=37 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-254-to-19=-214,20=-214-to-7=-254 24)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-45,19-20=-201,1-8=-10 Horz:1-3=-12,7-8=-21,7-15=-38,3-4=-3,3-16=-25 Concentrated Loads(Ib) Vert:1=-314(F) Continued on oaae 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mll-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 Wei(' r building design.Bracing indicated is to prevent buckling of individual Miss IVI(T ss web and/or chord members only.Additional temporary and permanent bracing 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/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 Keyway-72nd Apartments K6021879 18,-DD1524 L04 Half Hip 13 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:16 2019 Page 4 ID:MDVpjRKp4J iRnh 12gnn9arzixgF-b9gfY38V5wfxlMap246Q HYrGerYfVyNzgRrgkVzNXJX LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:4=-241-to-19=-201,20=-201-to-7=-241 25)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-36,19-20=-214,1-8=-10 Horz:1-3=-22,7-8=6,7-15=25,3-4=24,3-16=-25 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-254-to-19=-214,20=-214-to-7=-254 26)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-49,19-20=-201,1-8=-10 Horz:1-3=-9,7-8=-19,7-15=25,3-4=-2,3-16=-25 Concentrated Loads(lb) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-241-to-19=-201,20=-201-to-7=-241 27)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-20,19-20=-167,1-8=-10 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-221-to-19=-167,20=-167-to-7=-221 28)3rd Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-35,19-20=-217,1-8=-10 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-271-to-19=-217,20=-217-to-7=-271 29)4th Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-110,19-20=-142,1-8=-10 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-196-to-19=-142,20=-142-to-7=-196 30)5th Unbal.Dead+0.75 Snow(balanced)+0.75 Attic Floor+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-31,19-20=-252,1-8=-10 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-293-to-19=-252,20=-252-to-7=-293 31)6th Unbal.Dead+0.75 Snow(balanced)+0.75 Attic Floor+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-87,19-20=-196,1-8=-10 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-237-to-19=-196,20=-196-to-7=-237 32)7th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-9,19-20=-244,1-14=5,8-14=-10 Horz:1-3=-22,7-8=7,7-15=25,3-4=26,3-16=37 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-284-to-19=-244,20=-244-to-7=-284 33)8th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-65,19-20=-188,1-14=5,8-14=-10 Horz:1-3=-22,7-8=7,7-15=25,3-4=26,3-16=37 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-228-to-19=-188,20=-188-to-7=-228 34)9th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Continued on owe 5 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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?PII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021879 18-DD1524 L04 Half Hip 13 1 ,. Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:16 2019 Page 5 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-b9gfY38V5wfxlMap246Q HYrGerYfVyNzgRrgkVzNXJX LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-19,19-20=-230,1-8=-10 Horz:1-3=-12,7-8=-21,7-15=-38,3-4=-3,3-16=-25 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-271-to-19=-230,20=-230-to-7=-271 35) 10th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-75,19-20=-174,1-8=-10 Horz:1-3=-12,7-8=-21,7-15=-38,3-4=-3,3-16=-25 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(pit) Vert:4=-215-to-19=-174,20=-174-to-7=-215 36) 11th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-9,19-20=-244,1-8=-10 Horz:1-3=-22,7-8=6,7-15=25,3-4=24,3-16=-25 Concentrated Loads(Ib) Vert 1=-314(F) Trapezoidal Loads(plf) Vert:4=-284-to-19=-244,20=-244-to-7=-284 37) 12th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-65,19-20=-188,1-8=-10 Horz:1-3=-22,7-8=6,7-15=25,3-4=24,3-16=-25 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(pit) Vert:4=-228-to-19=-188,20=-188-to-7=-228 38) 13th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-23,19-20=-230,1-8=-10 Horz:1-3=-9,7-8=-19,7-15=25,3-4=-2,3-16=-25 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-271-to-19=-230,20=-230-to-7=-271 39) 14th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-79,19-20=-174,1-8=-10 Horz:1-3=-9,7-8=-19,7-15=25,3-4=-2,3-16=-25 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-215-to-19=-174,20=-174-to-7=-215 40) 15th Unbal.Dead+Minimum Snow+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-3=-35,19-20=-217,1-8=-10 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(plf) Vert:4=-271-to-19=-217,20=-217-to-7=-271 41) 16th Unbal.Dead+Minimum Snow+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-110,19-20=-142,1-8=-10 Concentrated Loads(Ib) Vert:1=-314(F) Trapezoidal Loads(pit) Vert:4=-196-to-19=-142,20=-142-to-7=-196 4 AMEN 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/T1,11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021880 48-DD1524 L04-S Half Hip 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:17 2019 Page 1 ID:MDVpj RKp4JiRnh12gnn9arzixgF-3LE1 IP97sEnnwW9?cndfgmOSUFuYERO6v5bEGxzNXJ W 5-4-0 9-3-14 147-3 18-7-1 5-4-0 3-11-14 5-3-4 3-11-14 Scale=1:48.9 14 15 4.0012 �� o 5x5 % rj `i m 17 10 3x6 = 16._..ioiaillIll 5x12 = 3x5 = 3x4 = 5x7 = 1 iimii :al all 10/14 CI CA .1111.111r�A �!�` 19 20 N N ns9 R r *T 10 9 8 7 13 14 11 3x4 = 3x4 I 3x4 = 3x4 = 3x4 II 3x4 = 3x4 = 6-8-4 5,4-06-5 0 11-11-9 17-2-13 18-7 1 5-4-0 11.1.8 1 1 5-3-4 I 5-3-4 11-0-0 0-2-12 Plate Offsets(X,Y)-- [1:Edge,0-1-0],[2:0-2-3,Edge],[3:0-4-4,0-2-12],(4:0-2-4,0-1-8],[6:0-2-8,0-3-4],[8:0-1-12,0-1-8],[11:0-1-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.04 8-10 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(TL) -0.09 8-10 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.02 7 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:113 lb FT=0 BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 3-6:2x4 DF No.1&Btr except end verticals,and 2-0-0 oc purlins(3-11-6 max.):3-6,6-14, BOT CHORD 2x4 DF No.2 3-12,2-15. Except: WEBS 2x4 HF Std*Except* 6-0-0 oc bracing:6-7 7-14,12-15:2x6 DF 2500F 2.2E 9-5-0 oc bracing:6-14 10-0-0 oc bracing:2-15 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (lb/size) 7=1117/Mechanical,11=1974/0-5-8,13=58/0-5-8 Max Horz 13=606(LC 11) Max Uplift 13=-276(LC 32) Max Gray 7=1515(LC 32),11=2477(LC 30),13=216(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-216/334,3-4=0/1043,4-5=-1953/137,5-6=-1369/849,6-7=-1495/0,2-3=-285/178, 1-13=-312/189 BOT CHORD 12-13=-784/226,11-12=-823/208,10-11=0/1235,8-10=0/2193,7-8=-724/879 WEBS 1-3=-281/285,3-11=-881/101,6-8=-33/1183,5-8=-1714/0,5-10=-673/186, 4-10=-144/742,4-11=-2753/0,3-13=-153/686 NOTES- [f 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; ��D P ROFF MWFRS(envelope)gable end zone and C-C Exterior(2)5-0-4 to 8-0-4,Interior(1)8-0-4 to 23-2-13 zone;cantilever left and right �.S C?�NF 04 n 61 exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �Cj F grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ��Gf 89200PE K 3)Unbalanced snow loads have been considered for this design. 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. r /- - 6)Refer to girder(s)for truss to truss connections. l • 4111P' t 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Q 8)Load case(s)1,2,3,4,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36,37,38,39,40,41 has/have been modified. 74- OREGON\b' 1A Building designer must review loads to verify that they are correct for the intended use of this truss. /10 '9Y 14, � A.T 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �S MFRRIL�- LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 24,2019 { Continued on Daae 2 40 1 __ ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. i, Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ` a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall `A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' /T ekx 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 Keyway-72nd Apartments K6021880 18-DD1524 L04-S Half Hip 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:17 2019 Page 2 I D:MDVpj RKp4JiRnh12gnn9arzixgF-3LE 1 IP97sEnnwW9?cndfgmOSUFuYER06v5bEGxzNXJ W LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-70,19-20=-177,7-13=-10 Trapezoidal Loads(plf) Vert:3=-231-to-19=-177,20=-177-to-6=-231 2)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-58,19-20=-223,7-13=-10 Trapezoidal Loads(plf) Vert:3=-263-to-19=-223,20=-223-to-6=-263 3)Dead+0.75 Snow(Unbal.Left)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-70,19-20=-196,7-13=-10 Trapezoidal Loads(plf) Vert:3=-237-to-19=-196,20=-196-to-6=-237 4)Dead+0.75 Snow(Unbal.Right)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(ph) Vert:1-2=-31,19-20=-223,7-13=-10 Trapezoidal Loads(plf) Vert:3=-268-to-18=248,18=-243-to-19=-223,20=-223-to-6=-263 20)Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(ptf) Vert:1-2=-87,19-20=-142,7-13=-10 Trapezoidal Loads(plf) Vert:3=-196-to-19=142,20=-142-to-6=-196 21)Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-35,19-20=-177,7-13=-10 Trapezoidal Loads(plf) Vert:3=-238-to-18=-211,18=-204-to-19=-177,20=-177-to-6=-231 22)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-2=-20,3-6=-200,7-13=-10 23)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-36,19-20=-214,7-13=-10 Horz:1-2=-22,6-7=7,6-14=25,2-3=26,2-15=37,1-13=21 Trapezoidal Loads(plf) Vert:3=-254-to-19=-214,20=-214-to-6=-254 24)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-45,19-20=-201,7-13=-10 Horz:1-2=-12,6-7=-21,6-14=-38,2-3=-3,2-15=-25,1-13=-7 Trapezoidal Loads(plf) Vert:3=-241-to-19=-201,20=-201-to-6=-241 25) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-36,19-20=-214,7-13=-10 Horz:1-2=-22,6-7=6,6-14=25,2-3=24,2-15=-25,1-13=19 Trapezoidal Loads(plf) Vert:3=-254-to-19=-214,20=-214-to-6=-254 26)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-49,19-20=-201,7-13=-10 Horz:1-2=-9,6-7=-19,6-14=25,2-3=-2,2-15=-25,1-13=-6 Trapezoidal Loads(plf) Vert:3=-241-to-19=-201,20=-201-to-6=-241 27) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-20,19-20=-167,7-13=-10 Trapezoidal Loads(plf) Vert:3=-221-to-19=-167,20=-167-to-6=-221 28)3rd Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-35,19-20=-217,7-13=-10 Trapezoidal Loads(plf) Vert:3=-271-to-19=-217,20=-217-to-6=-271 29)4th Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-110,19-20=-142,7-13=-10 Trapezoidal Loads(plf) Vert:3=-196-to-19=-142,20=-142-to-6=-196 30)5th Unbal.Dead+0.75 Snow(balanced)+0.75 Attic Floor+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-31,19-20=-252,7-13=-10 Continued on oaae 3 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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 Miiek� 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 SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply Keyway-72nd Apartments K6021880 184-DD1524 L04-S Half Hip 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:17 2019 Page 3 ID:M DVpjRKp4JiRnh12gnn9arzixgF-3LE1 IP97sEnnwW9?cndfgmOSU FuYERO6v5bEGxzNXJ W LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:3=-293-to-19=-252,20=-252-to-6=-293 31)6th Unbal.Dead+0.75 Snow(balanced)+0.75 Attic Floor+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-87,19-20=-196,7-13=-10 Trapezoidal Loads(plf) Vert:3=-237-to-19=-196,20=-196-to-6=-237 32)7th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-9,19-20=-244,7-13=-10 Horz:1-2=-22,6-7=7,6-14=25,2-3=26,2-15=37,1-13=21 Trapezoidal Loads(plf) Vert:3=-284-to-19=-244,20=-244-to-6=-284 33)8th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-65,19-20=-188,7-13=-10 Horz:1-2=-22,6-7=7,6-14=25,2-3=26,2-15=37,1-13=21 Trapezoidal Loads(plf) Vert:3=-228-to-19=-188,20=-188-to-6=-228 34)9th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-19,19-20=-230,7-13=-10 Horz:1-2=-12,6-7=-21,6-14=-38,2-3=-3,2-15=-25,1-13=-7 Trapezoidal Loads(plf) Vert:3=-271-to-19=-230,20=-230-to-6=-271 35) 10th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-75,19-20=-174,7-13=-10 Horz:1-2=-12,6-7=-21,6-14=-38,2-3=-3,2-15=-25,1-13=-7 Trapezoidal Loads(plf) Vert:3=-215-to-19=-174,20=-174-to-6=-215 36) 11th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-2=-9,19-20=-244,7-13=-10 Horz:1-2=-22,6-7=6,6-14=25,2-3=24,2-15=-25,1-13=19 Trapezoidal Loads(plf) Vert:3=-284-to-19=-244,20=-244-to-6=-284 37) 12th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-65,19-20=-188,7-13=-10 Horz:1-2=-22,6-7=6,6-14=25,2-3=24,2-15=-25,1-13=19 Trapezoidal Loads(plf) Vert:3=-228-to-19=-188,20=-188-to-6=-228 38) 13th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-23,19-20=-230,7-13=-10 Horz:1-2=-9,6-7=-19,6-14=25,2-3=-2,2-15=-25,1-13=-6 Trapezoidal Loads(plf) Vert:3=-271-to-19=-230,20=-230-to-6=-271 39) 14th Unbal.Dead+0.75 Snow(unbal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-79,19-20=-174,7-13=-10 Horz:1-2=-9,6-7=-19,6-14=25,2-3=-2,2-15=-25,1-13=-6 Trapezoidal Loads(plf) Vert:3=-215-to-19=-174,20=-174-to-6=-215 40) 15th Unbal.Dead+Minimum Snow+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-35,19-20=-217,7-13=-10 Trapezoidal Loads(plf) Vert:3=-271-to-19=-217,20=-217-to-6=-271 41) 16th Unbal.Dead+Minimum Snow+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-110,19-20=-142,7-13=-10 Trapezoidal Loads(plf) Vert:3=-196-to-19=-142,20=-142-to-6=-196 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit 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 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 Keyway-72nd Apartments ' K6021881 18-DD1524 L05 FLAT 3 1 5 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:17 2019 Page 1 ID:MDVpj RKp4JiRnh12gnn9arzixgF-3LE1 IP97sEnnwW9?cndfgm OU2FvjERY6v5bEGxzNXJ W 4-1-12 8-11-0 4-1-12 4-9-4 6 Scale=1:54.5 • ,1 4x5 = 1 3x4 = 6x12 M18SHS = IVAdillihhhhh... 1 0 A 5 4 304 = 3x10 = 8-11-0 8-11-0 Plate Offsets(X,Y)-- [3:0-3-12,Edge],[4:0-1-12,0-1-8],[5:0-1-12,0-1-8] LOADING (ps55.4 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow=55.4) Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.07 4-5 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(TL) -0.11 4-5 >930 180 M18SHS 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:63 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins(5-2-13 max.):1-3,3-6, except end verticals. BOT CHORD 2x4 DF No.2 Except: WEBS 2x4 HF Std*Except* 6-0-0 oc bracing:3-4 1-5:2x4 DF No.2,3-4:2x6 DF No.2,4-6:2x6 DF 2500F 2.2E 6-10-0 oc bracing:3-6 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. WEBS 1 Row at midpt 3-6 (Ib/size) 5=1001/0-5-8,4=1001/0-5-8 Max Horz 5=-464(LC 8) Max Gray 5=1261(LC 20),4=1252(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-485/0,2-3=-1392/1053,3-4=-575/0 BOT CHORD 4-5=0/1003 WEBS 2-5=-1382/415,2-4=-1278/570 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-5-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=55.4 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. ,c Gp PROF 4)All plates are MT20 plates unless otherwise indicated. `�� 610 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �% t NG WEFn /D 6)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer 4 V I /� must review loads to verify that they are correct for the intended use of this truss. �C/ .Ty 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 89200P E e LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 %w_ 4117.4.0... Uniform Loads(plf) Q fr Vert:1-3=-231,4-5=-10 y OREGON lV 2)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 4- NI)' A, Uniform Loads(plf) /Q qr 1 4' ?P �+ Vert:1-3=-263,4-5=-10 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 l li R 10- Uniform Loads(plf) Vert:1-3=-120,4-5=-30 EXPIRES: 12-31-2019 April 24,2019 1 Continued on Daae 2 .� a 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 �- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021881 1f DD1524 L05 FLAT s 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:17 2019 Page 2 I D:MDV pj RKp4JiRnh 12gnn9arzixgF-3LE 1 IP97sEnnwW9?cndfgm OU2FvjERY6v5bEGxzNXJ W LOAD CASE(S) Standard 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-7=-53,3-7=71,3-6=-65,4-5=-6 Horz:1-5=24,3-4=40,3-6=65 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-71,3-8=-53,3-6=81,4-5=-6 Horz:1-5=-40,3-4=-24,3-6=-81 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-134,3-6=-65,4-5=-10 Horz:1-5=-28,3-4=-36,3-6=65 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-134,3-6=43,4-5=10 Horz:1-5=36,3-4=28,3-6=-43 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-67,3-6=-50,4-5=-6 Horz:1-5=17,3-4=22,3-6=50 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:13=-67,3-6=50,4-5=-6 Horz:1-5=-22,3-4=-17,3-6=-50 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-91,3-6=-50,4-5=-10 Horz:1-5=29,3-4=10,3-6=50 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-91,3-6=50,4-5=-10 Horz:1-5=-10,3-4=-29,3-6=-50 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-67,3-9=-80,3-6=-34,4-5=-6 Horz:1-5=14,3-4=15,3-6=34 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-80,3-7=-67,3-6=-34,4-5=-6 Horz:1-5=-15,3-4=-14,3-6=34 14)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-80,3-6=-34,4-5=-6 Horz:1-5=7,3-4=15,3-6=34 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-80,3-6=-34,4-5=-6 Horz:1-5=-15,3-4=-7,3-6=34 16)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-91,3-9=-103,3-6=-34,4-5=-10 Horz:1-5=26,3-4=4,3-6=34 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-7=-103,3-7=-91,3-6=-34,4-5=-10 Horz:1-5=-4,3-4=-26,3-6=34 18)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-200,4-5=-10 19)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase-1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-241,3-6=-38,4-5=-10 Horz:1-5=21,3-4=7,3-6=38 20)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-241,3-6=38,4-5=-10 Horz:1-5=-7,3-4=-21,3-6=-38 21)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-241,3-9=-251,3-6=-25,4-5=-10 Horz:1-5=19,3-4=3,3-6=25 22)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Continued on oaae 3 A WARNING-Verity 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 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply Keyway-72nd Apartments • K6021881I 18-DD1524 L05 FLAT 3 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:17 2019 Page 3 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-3LE 1 IP97sEnnwW9?cndfgm OU2FvjERY6v5bEGxzNXJ W LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-7=-251,3-7=-241,3-6=-25,4-5=-10 Horz:1-5=-3,3-4=-19,3-6=25 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-160,4-5=-10 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall 1t 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/TP/1 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 Keyway-72nd Apartments K6021882 1&DD1524 MO1 Roof Special Girder 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:18 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-YYoPzkAldYveYgjB9V9uNzxg6f8CzyxG81 KnoNzNXJV 6-11-8 13-11-0 II 6-11-8 6-11-8 Scale=1:22.6 5x5 = 3.00 12 2 v-- 12 11 3 1 m o o di-- 4 3 . 3x7 I I 4x8 = 4x8 = 13-11-0 6-11-8 6-11-8 I 6-11-8 Plate Offsets(X,Y)-- [2:0-2-8,0-2-12],[4:0-4-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.15 4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(TL) -0.29 4 >579 180 TCDL 10.0 Rep Stress Ina: NO WB 0.45 Horz(TL) 0.07 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MR Weight:63 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins. BOT CHORD 2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 7-4-1 oc bracing. WEBS 2x4 DF No.2 REACTIONS. (lb/size) 1=1857/0-5-8,3=1857/0-5-8 Max Horz 1=-31(LC 15) Max Uplift 1=-591(LC 6),3=-591(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-5184/1637,2-3=-5184/1637 BOT CHORD 1-4=-1547/4942,3-4=-1547/4942 WEBS 2-4=-718/2325 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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. p 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� r R„, nFFs 1=591,3=591. rl V 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2600 lb down and 867 Ib up at �� O �G�N>C�n sA 6-11-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. , ,7 t� 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). "471 14., ...Si 89200PE LOAD CASE(S) Standard r 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /� � Uniform Loads(plf) 4.40 Vert 1-2=-70,2-3=-70,5-8=-10 Q Concentrated Loads(Ib) y OREGON Wit ' Vert:4=-2600(F) Ix L \ A• 74 14 z° + , MRR10-0 EXPIRES: 12-31-2019 April 24,2019 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMICREFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. imit 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 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<lugCCA Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments J 18-DD1524 M02 Roof Special Girder 2 1 K6021883 r Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 5 Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:19 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-OkMoA4B NOr1 V9g10jCg7vBTvh3Sm iM1 PMP4LLgzNXJU I 6-11-8 6-11-8 I 13-11-0 6-11-8 Scale=1:22.8 5x5 = 3.00 12 2 5 6 1 3 : m 3 3x5 = 3x6 II 3x5 = I 6-11-8 6-11-8 13-11-0 Plate Offsets X,Y-- 6-11-8 I ( ) [1:0-0-0,0-1-2],[3:Edge,0-1-2],[4:0-4-4,0-1-8] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.10 1-4 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.96 Vert(TL) -0.19 3-4 >830 180 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.04 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:62 lb FT=0% LUMBER- TOP CHORD 2x6 DF No.2 BRACING- BOT CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 8-8-11 oc bracing. REACTIONS. (lb/size) 1=1480/0-5-8,3=1480/0-5-8 Max Horz 1=36(LC 14) Max Uplift 1=-424(LC 6),3=-424(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3047/837,2-3=-3047/837 BOT CHORD 1-4=-772/2882,3-4=-772/2882 WEBS 2-4=-271/1247 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)except(jt=lb) 1=424,3=424. PR 6)Girder carries tie-in span(s):9-0-0 from 0-0-0 to 13-11-0 ��,0 PROF-, 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). w,G i NE-FnC '0 LOAD CASE(S) Standard V` ,T /�7 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 89200PE �F' Uniform Loads(plf) Vert:1-2=-70,2-3=-70,1-3=-150(F=-140) .41. • G4 OREGON ke /O gy14, 2I 0-- 4/0i R 10- EXPIRES: 12-31-2019 April 24,2019 MN A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. wwww I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing `� is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the NI gel( fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021884 18¢)D1524 NO1 Monopitch 15 1 Job Reference o•tional Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:19 2019 Page 1 I D:M DVpjRKp4JiRnhl2gnn9arzixgF-0kMoA4BNOr1 V9g10jCg7vBTui3aCiRUPMP4LLgzNXJ U 6-0-810-2-8 6-0-8 4-2-0 Scale=1:16.9 3 3.' Iliji In 3.00 12 7 2x3 2 6 ' 1 Pi •.•_..iiimm.•m__......ailIdlI,''lPlI1lmlII( Wil 3x4 = ,/ 3x10 II 4 1111111.11 3x5 = 3x7 I 1-10-8 ?j-1-4 10-2-8 I 1-10-8 0-2-1 8-1-4 Plate Offsets(X,Y)-- [1:0-0-2,2-5-10],[1:0-0-14,1-8-13],[1:0-4-12,0-0-3],[4:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.18 1-4 >671 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(TL) -0.34 1-4 >351 180 TCDL 10.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:40 lb FT=0% BCDL 5.0 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. 2-4:2x4 HF Std WEDGE Left:2x6 DF No.2 REACTIONS. (lb/size) 4=393/Mechanical,1=393/0-5-8 Max Horz 1=109(LC 13) Max Uplift 4=-138(LC 14),1=-125(LC 10) Max Gray 4=454(LC 20),1=413(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-863/274 BOT CHORD 1-4=-308/803 WEBS 2-4=-765/324 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 10-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate C-� PR OF� grip DOL=1.60 [ Ll 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 �``v �YG�N:16:4) �iO 3)Unbalanced snow loads have been considered for this design. \ ` AA4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� "vim5)Refer to girder(s)for truss to truss connections. 920 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=138,1=125. 4111,—• /rAllP. 4- ,1 OREGON oto i0 4Y 114 20 �+ MFR R 11.x-0 EXPIRES: 12-31-2019 April 24,2019 I 14.4.44 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mi- 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 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/TM quality Criteria,DSB-89 and BCSI Building Component 250Klug ii 9e Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job TrussTruss Type Qty Ply Keyway-72nd Apartments 18-DD1524 NO2 Roof Special 16 1 1(6021885 • Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 5 Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:20 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-UW VANQB?999Mn_taHvI3MS002oSyvRvLZb3putGzNXJT I 4-2-0 8-4-0 4-2-0 I I 4-2-0 Scale=1:17.0 4 3.00 12 P 7 MN 2x3 3 4x46 2 4 v 01. i= Moo4 ►1 ,/ 5 4x6 II 3x4 = 8-4-0 8-4-0 I Plate Offsets(X,Y)-- [1:0-2-0,0-0-9],[5:0-1-12,0-1-8] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.07 1-5 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.33 Vert(TL) -0.12 1-5 >815 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight 35 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. SLIDER Left 2x6 DF No.2-H 2-0-10 REACTIONS. (lb/size) 1=327/0-5-8,5=327/Mechanical Max Horz 1=109(LC 11) Max Uplift 1=-102(LC 10),5=-117(LC 10) Max Gray 1=343(LC 20),5=372(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-602/214 BOT CHORD 1-5=-297/535 WEBS 3-5=-501/266 NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-2-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. �CQ CD PROF 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �` r rl t� 5)Refer to girder(s)for truss to truss connections. {w` N C s 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) � v`vG ��9 /�A_ 1=102,5=117. v `.c' 89200PE 144 -�t! 4401° • *:..9 yG 4 11OREGON Lt,r. <Q ,qy, f 4' 2 P4 FRRIL'-0 EXPIRES: 12-31-2019 April 24,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. =SIM 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 l 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/TP11 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 250 Klug Circle Corona,CA 92880 • Job Truss Truss Type Qty Ply Keyway-72nd Apartments 18-4M1524 001 Roof Cf wr nl aim., I Kr-4,1)w Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300$Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:21 2019 Page 1 6-4-0 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-y6T12-8-0 TIDPBSmrdib cZEtsBBAFNigjZRPizNXJS I _ 6-4-0 I 12-60 6-4-0 Scale=1:20.4 4x4 = 4.00 12 0 5 6 n r< 1 E - IM - . o 3x5 = 3x4 = 3x12 II 4 3x12 II 3x4 = 3x5 = 3x9 I I 3x6 I 3x9 I I 1-10-8I 6-4-0 1-10-8 10-4-0 10 -}2 12-8-0 4-5-8 4-0-0 Plate Offsets(X,Y)-- [1:0-1-6,2-8-0],[1:0-1-10,1-11-5],[1:0-2-9,Edge],[2:0-2-0,0-2-4],[3:0-1-6,2-8-0],[3:0-1-10,1-11-5],[3 0-2-9,Edge],[4:0-4-8,0-1-8] 1 2-1 4 LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.08 4 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.97 Vert(TL) -0.15 4 >974 180 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) -0.03 1 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:57 lb FT=0% LUMBER- TOP CHORD 2x4 DF No.2 BRACING- BOT CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 8-9-15 oc bracing. WEDGE Left:2x8 DF No.2,Right:2x8 DF No.2 REACTIONS. (lb/size) 3=1088/0-5-8,1=1088/0-5-8 Max Horz 3=36(LC 14) Max Uplift 3=-341(LC 7),1=-341(LC 6) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2791/856,2-3=-2791/856 BOT CHORD 1-4=-777/2584,3-4=-777/2584 WEBS 2-4=-372/1291 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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. Qtry PROF 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding100 lb uplift at joint(s)except t=Ib T` 3=341,1=341. P P G ) ,`�,G.Y Fs 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1200 lb down and 400 lb up at �� v`�G'NE�"1 s/O 6-4-0 on bottom chord. The design/selection of such connection device(s)is the 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). Q 7^9200P 9f LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /� Uniform Loads(plf) - r • Vert:1-2=-70,2-3=-70,1-3=-10 Concentrated Loads(Ib) -y� 4,O EGOON �w Vert:4=-1200(F) O 14, 2 'V' SER R I LA-�'� EXPIRES: 12-31-2019 April 24,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. apin� 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 verily the applicability of design parameters and properly incorporate this design into the overall v building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing f� 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 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 250 Klug Circle Corona,CA 92880 • Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021887 18-DD1524 002 Common 1 1 - Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 2410:41:21 2019 Page 1 I D:M D V pj R Kp4 J i Rn h 12 g n ne a rzi xq F-y6TY b m C dwT I D P B S m rd i b_cZ F u s G JA02 i Qj ZR P iz N XJ S 12-8-0 6-4-0 I 6-4-0 I 6-4-0 Scale=1:20.4 4x4 = _....ggigigig 4.00 12 7 6 8 5 v — 3 • I M �. \® 3x8 I I 3x4 = 3x4 = 3x8 I/\ 4 2x3---1-1--- _._. 3x12 II 3x12 II 6-4-0 10-9-8 12-8-0 1-10-8 2x1-4 j 4-5-8 1-10-8 I 1-10-8 0--1 4-2-12 Plate Offsets(X,Y)-- [1:0-0-2,Edge],[1:0-0-10,1-5-5],[1:0-3-1,0-0-3],[2:0-2-0,0-2-8],[3:0-3-1,0-0-3],[3:0-0-10,1-5-5],[3:0-0-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.05 1-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(TL) -0.09 1-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.02 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:48 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-4 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:2x8 DF No.2,Right:2x8 DF No.2 REACTIONS. (Ib/size) 1=488/0-5-8,3=488/0-5-8 Max Horz 1=38(LC 14) Max Uplift 1=-140(LC 10),3=-140(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-970/327,2-3=-970/331 BOT CHORD 1-4=-259/858,3-4=-259/858 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 6-4-0,Exterior(2)6-4-0 to 9-4-0, Interior(1)9-4-0 to 12-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 Q 3)Unbalanced snow loads have been considered for this design. `!�D P Ors 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t- t 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �` -`G 1NFn s�DA 1=140,3=140. ` v` ,7 -ice ,r,'.. 89200PE -7_,. 4OF ..- 7OfiREGON to y �4. -9 - so�14P+ MR RIO- EXPIRES: 12-31-2019 April 24,2019 ®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 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 MiTek' e 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 250Klug Circl 9e Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments 18-901524 P01 —� 2 _ t 1{fn91$g$ Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:22 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-QJ1wo6DGhmQ40H1zOKDgXp5LxGXRvmos3NI?x9zNXJR I 6-3-8 6-3-8 I 12-7-0 6-3-8 I Scale=1:20.2 4x4 = 4.00 12 13 14 6� 3 I,- 4 '3x7 I I x6 = 5x6 =- 0 0-10-811-8-8 I 6-3-8 0-10-8 5-5-0 I 5 5-0 I 12-7-0 Plate Offsets(X,Y)-- [1:0-5-13,0-0-2],[3:0-5-13,0-0-2],[4:0-4-12,0-1-8] 0-10-8 LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.09 4 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.77 Vert(TL) -0.17 4 >901 180 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(TL) 0.04 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MR Weight:47 lb FT=0% LUMBER- TOP CHORD 2x4 DF No.2 BRACING- TOPOTCHORD 2x6 DF 1800F 1.6E CHORD Structural wood sheathing directly applied or 2-8-9 oc purlins. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 8-9-8 oc bracing. REACTIONS. (lb/size) 1=1753/0-5-8,3=1753/0-5-8 Max Horz 1=-37(LC 15) Max Uplift 1=-566(LC 6),3=-566(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3641/1174,2-3=-3641/1175 BOT CHORD 1-4=-1068/3384,3-4=-1068/3384 WEBS 2-4=-640/2033 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 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)except(jt=lb) 1=566,3=566. Q PR c 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2500 lb down and 833 lb up at �` kt0 PROF`n 6-3-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ��.,;n 4!w`G�NEFn /0 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). V``� 7 LOAD CASE(S) Standard cc 89200PE 29�" 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-70,2-3=-70,1-3=-10 s 4� • Concentrated Loads(Ib) Vert:4=-2500(F) fl -374- 4-1OREGONAtx WQ <0 qy 14'frIR , 2. P' Rio-8 EXPIRES: 12-31-2019 4 April 24,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. =DIM e Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 l 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/TP/1 Duality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021889 18-001524 P02 Common 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:23 2019 Page 1 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-uVbIOSEuS4YxeRc9y2k341ebUgyBeIZ?H12YUbzNXJQ 6-3-8 12-7-0 I 6-3-8 6-3-8 Scale=1:20.2 4x4 = 2 oill 4.0012 r, AIM7 6 8 5 3 . r-,70 3x4 = 3x4 = 4.. 2x3 I I 3x7 II 3x7 I I 11-8-8 I 12-7-0 0-10-8 5-5-0 6-3-8I 5-5-0 0-10-8 0-10-8 Plate Offsets(X,Y)-- [1:0-0-14,1-3-10],[1:0-3-1,0-0-3],[2:0-2-0,0-2-8],[3:0-3-1,0-0-3],[3:0-0-14,1-3-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.05 1-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.42 Vert(TL) -0.09 1-4 >999 180 TCDL 10.0 Rep Stress lncr YES WB 0.10 Horz(TL) 0.02 3 n/a n/a BCLL 0.0 Code 1BC2012/TP12007 Matrix-R Weight:39 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-9 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) 1=485/0-5-8,3=485/0-5-8 Max Horz 1=-38(LC 15) Max Uplift 1=-140(LC 10),3=-140(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-963/326,2-3=-963/328 BOT CHORD 1-4=-257/852,3-4=-257/852 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 6-3-8,Exterior(2)6-3-8 to 9-3-8, Interior(1)9-3-8 to 12-4-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 p 3)Unbalanced snow loads have been considered for this design. Q�� PROF�r 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)except(jt=lb) ssCp�` _,,„. �n s�OA 1=140,3=140. •T -v 44 cc' 89200PE "prr liaPP,' ...00"..--0°T.. ._ -v ',OREGON�� 4r� <0 4r14, 20 4 SFR RIO-r EXPIRES: 12-31-2019 April 24,2019 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit 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 Wei( building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 250KIugCCA ir l92880 e Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job ` Truss Truss Type Qty Ply Keyway-72nd Apartments 18-BD1524 Q-DT 2 - 1 :•. Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:24 2019 Page 1 4-3-12 8-4-0 ID:MDVpjRKp4JiRnhl2gnn9arzixgF-Mh9hDoE WDOgoGbB LWIG IcEAe84L?Nb18Whn601 zNXJP I 4-3-12 i 4-0-4 I 6 9 115-1-111 I 21-5-14 I 27-11-9 6-4-3 6-5-11 16 Scale=1:48.7 4.00 12 3x5 0 3x4 2 5x12 = 3x5 = 3x4 = 3x4 = J. 3x4 17J. 'I 6a 6a ISa 6a 6a 6a 6ZI ISa7 E . rz\ n 1 18 O 0 v 0 II 13 1 to d 15 14 13 12 11 10 3x5 II 4x8 = 9 8 2x3 II 3x4 = 3x4 = 3x4 = 3x4 = 3x5 II 4-3-12 8-4-0 11-11-9 18-3-12 24-7-15 4-3-12 4-0-4 I 3-7-9 I 6-4-3 I 6-4-3 I 2-3 10 Plate Offsets(X,Y)-- [1:0-1-12,0-1-8],[4:0-4-8,0-3-0],[7:0-2-0,0-1-8],[8:0-2-12,0-1-8],[14:0-4-0,0-1-12],[15:0-3-0,0-1-8] 3-3-10 LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.96 Vert(LL) n/a - n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress InaYES WB 0.73 Horz(TL) -0.01 8 n/a n/a BCDL 5.0 Code IBC2012rrpl2007 Matrix-R Weight:150 lb FT=0% LUMBER- TOP CHORD 2x4 DF No.2 BRACING- BOT CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins, WEBS 2x4 HF Std*Except* except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-7,4-13, 13-16:2x6 DF 2500F 2.2E 3-16. Except: 10-0-0 oc bracing:3-16 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: REACTIONS. All bearings 27-6-0. 10-0-0 oc bracing:11-12. (Ib)- Max Horz 15=357(LC 11) Max Uplift All uplift 100 lb or less at joint(s)except 15=-1079(LC 32),8=-714(LC 33),13=-362(LC 32), 12=-124(LC 11),11=-201(LC 11),9=-166(LC 33),14=-342(LC 32) Max Gray All reactions 250 lb or less at joint(s)except 15=1159(LC 31),8=768(LC 30),13=558(LC 31),12=472(LC 34),11=833(LC 34),9=490(LC 34),14=563(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-1134/1086,1-2=-1257/1132,2-3=-1078/1078,4-5=-809/829,5-6=-800/830, 6-7=-912/926,7-8=-753/712,4-13=-522/377,3-4=-451/338 I BOT CHORD 14-15=-1008/1026,13-14=-1068/1069,12-13=-816/825,11-12=-763/826,9-11=-841/907, 8-9=-652/669 WEBS 4-12=-1201/1158,5-12=-1324/1196,5-11=-1340/1195,6-11=-1383/1235,6-9=-1362/1240, 7-9=-929/876,2-14=-497/283,1-14=1377/1354,4-14=-1220/1217,2-4=-885/864 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; ��,to PROFFs MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 27-4-4 zone;cantilever left and right e,,,,\", ox u NGSNEF �'/O exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ,Cf, �r A grip DOL=1.60 f� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 K. 89200PE 91' 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. ,/, %/� � �--,,,,\ . _ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. fl si 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1079 lb uplift at joint 15,714 lb uplift at joint 8,362 lb uplift at joint 13,124 lb uplift at joint 12,201 lb uplift at joint 11,166 lb uplift at joint 9 and 342 lb uplift at joint 14. �L 4 OREGON . 8)This truss has been designed for a total seismic drag load of 6800 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 27-6-0 for 247.3 plf. �Q/J�, 1¢, 9)/*' 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. '`'/�p R 10- EXPIRES: `� EXPIRES: 12-31-2019 April 24,2019 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10103/2015 BEFORE USE. MIME e Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �« 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' Tis always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IYI� �'� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Keyway-72nd Apartments / K6021891 18-DD1524 R-DT ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:25 2019 Page 1 ID:MDVpjRKp4J iRnh12gnn9arzixgF-quj3R8F8_hoftImX4TnX9SjupTgR6_611LXfYUzNXJO 2-8-1 7-5-2l 10-1-2 I 12-1-9 2-8-1 I 4-9-1 2-8-1 2-0-7 Scale:1/4"=1' 4x4 I I 4x5 I I 4 3i ►5 2 11 ►- �� 12 3 ,� - I is �� 1. N •• V\ '41 .5 8x10 M18SHS % 3x5 = �� 3x4 = 6 � ;ll�r1 qt 1�I N 3 I7e•NAYYA •I•M•I•II 1,Tail•T4E•I•1•I•I•:MYAY7N•I•I•1•14 12 I al 0 E•I•I1�A:4.:•1•14:Ar�eV. 10 9 8 7 6x8 M18SHS = 5x8 = 3x5 = 3x5 II 5-0-9 10-1-2 12-1-9 I5-0-9 I 5-0-9 I 2-0-7 Plate Offsets(X,Y)-- [2:0-1-8,0-2-0],[3:0-2-0,0-2-0],[5:0-2-8,0-2-12],[7:0-3-0,0-1-8],[9:0-4-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(TL) n/a - n/a 999 M18SHS 185/148 TCDL 10.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:107 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals,and 2-0-0 oc purlins(5-8-12 max.):1-4,5-8, WEBS 2x4 DF No.2*Except* 5-6. 6-7,6-8,5-9:2x4 HF Std BOT CHORD Rigid ceiling directly applied or 4-10-15 oc bracing. WEBS 1 Row at midpt 1-10,2-10,2-9,3-5 2 Rows at 1/3 pts 3-9 REACTIONS. All bearings 12-1-9. (Ib)- Max Horz 10=-470(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 10=-3124(LC 28),8=-139(LC 9),7=-1069(LC 29), 9=-480(LC 28) Max Gray All reactions 250 lb or less at joint(s)except 10=3249(LC 27),8=344(LC 2),7=1116(LC 26),9=712(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1079/1077,2-3=-1140/1139,3-4=-1069/1070,5-8=-1007/893,4-5=-2730/2710, 5-6=-1165/1159,6-7=-1055/1020 BOT CHORD 9-10=-1215/1237,8-9=-1666/1676,7-8=-813/818 WEBS 6-8=-1497/1500,2-10=-3337/3269,2-9=-3369/3297,3-9=-3530/3447,5-9=-1059/1071, 3-5=-3624/3563 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=3.0psf;h=65ft;Cat.II;Exp B;Enclosed; ,,ED PROp . MWFRS(envelope)gable end zone and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 11-11-13 zone;cantilever left and right ��•( � G,NE 9 ;(1 exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ,t grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 $9200PE 7 3)Provide adequate drainage to prevent water ponding. 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 3124 lb uplift at joint 10,139 lb uplift at joint 8,1069 lb uplift at joint 7 and 480 lb uplift at joint 9. Q-ftp QREGON� �CCt- 7)Non Standard bearing condition. Review required. 8)This truss has been designed for a total seismic drag load of 5220 lb with dead loads only.Lumber DOL=(1.60)Plate grip , ,_ i 4 Z^ DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 12-1-9 for 430.3 plf. , 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MFR R'LV* LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 24,2019 e _ Continued on oaae.2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. a Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �'S®�. building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 250KIugCCA Cir92880 cle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. a Job Truss Truss Type Qty Ply Keyway-72nd Apartments 18-DD1524 _R-DT1 K6n21891 Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, Job Reference(optional) 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:25 2019 Page 2 ID:MDVpj RKp4JiRnh 12gnn9arzixgF-guj3R8F8_hoftlmX4TnX95jupTgR6_611LXfYUzNXJO LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-4=-70,5-6=-131,7-10=-10 4 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the iVliTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 250 Klug Circle Corona,CA 92880 • Job Truss Truss Type Qty Ply Keyway-72nd Apartments K6021892 18-DD1524 SP1 FLAT 24 1 ., Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:25 2019 Page 1 ID:MDV pjRKp4J iRnh12gnn9arzixgF-quj3R8F8_hoftlmX4TnX9Sj?0Tkv6CaIILXfsrUzNXJO 1-10-6 1-10-6 Scale=1:18.2 3x4 = 2 1 2x3 II 4 3 2x3 I I 3x4 = 1-10-6 II 1-10-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 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 Ina YES WB 0.07 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:14 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 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. REACTIONS. (lb/size) 4=63/1-10-6,3=63/1-10-6 Max Horz 4=104(LC 9) Max Uplift 4=-111(LC 8),3=-111(LC 9) Max Gray 4=103(LC 20),3=103(LC 19) 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=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 111 lb uplift at joint 4 and 111 lb uplift at joint 3. ��cO PROFt- ,Gt , �� NEFR 6''0 'z' +r...•-89200PE f" ....4,0°"-,*as i , OREGON C� �L�O�'p14, S� Q+• MFR R io-0 EXPIRES: 12-31-2019 April 24,2019 MEM ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. g 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 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 250KiugCCA ir le880 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Keyway-72nd Apartments 18-D1524 SP2 FIAT dg K6021893 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:26 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-J4HReTGm I?wW VvLkdAlmhfGBPt4ErgJRz?GC4wzNXJN 1-10-6 1-10-6 1 3x4 = 2 2x3 I I Scale=1:13.8 ieO�i •id�i�i 4 3 2x3 II 3x4 = 1-10-6 1-10-6 LOADING (ps25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.08 Vert(LL) n/a n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-P Weight:11 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 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. REACTIONS. (Ib/size) 4=63/1-10-6,3=63/1-10-6 Max Horz 4=-72(LC 8) Max Uplift 4=-64(LC 8),3=-64(LC 9) Max Gray 4=68(LC 20),3=68(LC 19) 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=3.Opsf;h=65ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 lb uplift at joint 4 and 64 lb uplift at joint 3. <cREO PROFFss �� ANG W��cR /O 89200PE 9c' . '1041111, • 40 � . 37, -4.7OREGON tx Aa /O k14, 2� �FRRI�L EXPIRES: 12-31-2019 April 24,2019 4Ait 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 R 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/TPIH 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 Keyway-72nd Apartments K6021894 18-DD1524 SP3 FLAT 24 1 ti Job Reference(optional) Precision Truss 8 Lumber,Inc., CLACKAMAS,OR-97015, 8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 24 10:41:26 2019 Page 1 ID:MDVpjRKp4JiRnh 12gnn9arzixgF-J4HReTGm I?wVVbV LkdAlmhfGCwt4ErgYRz?GC4wzNXJN I 1-10-6 .1-10-6 3x4 = 2 2x3 II Scale=1:10.9 1 • 4 3 2x3 I I 3x4 = 1-10-6 II 1-10-6 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 0.05 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 0.02 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:9 lb FT=0% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 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. REACTIONS. (lb/size) 4=63/1-10-6,3=63/1-10-6 Max Horz 4=-50(LC 8) Max Uplift 4=-42(LC 8),3=-42(LC 9) 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=3.Opsf;h=65ft;Cat.ll;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 4 and 42 lb uplift at joint 3. *�kcO PROp �NGINEFR s/O*.41 9 192 OP f r 1111 * , ,�OREGON Hca ‘76-.74Y 14, 2.Q 4 MFR R ILS-0P EXPIRES: 12-31-2019 April 24,2019 t 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE OM Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A 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 SCSI Building Component 250 0Kia9C ircl9e Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. °f i o* NumberingSystem A General Safety Notes PLATE LOCATION AND ORIENTATION 1 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury M Dimensions are in ft-in-sixteenths. 111! Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. �'�1fi c+2 C2-3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves Ail2 4 may require bracing,or alternative Tor I _illta bracing should be considered. O � INIIMAllir O 3. Never exceed the design loading shown and never U Oa U stack materials on inadequately braced trusses. I— c�_6 p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C6.7 c5.6 F designer,erection supervisor,property owner and plates 0- +++8 from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE a joint Placend embed fully.Knotslates on each facefa dss wane at joint Amp mOl 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 "Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 44 width measured perpendicular 10.Camber is a non-structural consideration and is the X p p 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 LATERAL BRACING LOCATION indicated are minimum plating requirements. 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. output. Use T or I bracing 13.Top chords must be sheathed or purlins provided at If indicated. spacing indicated on design. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved 16.Do not cut or alter truss member or plate without prior ■-.■ reaction section indicates joint approval of an engineer. lMEM number where bearings occur. 17.Install and load vertically unless indicated otherwise. 1.--2. Min size shown is for crushing only. MNMI ►=� ff 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, 1 e 20.Design assumes manufacture in accordance with Installing&Bracing of Metal Plate ANSI/TPI 1 Quality Criteria. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 71 Transmittal Letter TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www,.gard-or.gov TO: „ < < � &d DAT "ECEIVED: DEPT: BUILDING DIVISION - ' FROM: • COMPANY: .... PHONE: Al hi C By: i,13 RE: (Site Address) (Permit Number) • (Project name or subdivision name and lot n ber) ATTACHED ARE THE FOLL S>� N IS: Copies: Description: 161 Copies: Description: Additional set(s) of plans.' Revisions: Cross section(s) and detail Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. • Other(explain): REMARKS: FOR OFFICE USE ONLY Rout:+ to Permit T- hnician: Date: Initials: Fees Due` • - ❑No Fee Description: Amount D ) Hr � -�, ��, e� $ $ $ $ Special Instructions: Reprint Permit(per PE): ❑ Yes A No ❑ Done Applicant Notified: V404,---Date: _ // Initials:A_ I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012