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Plans (313) mom= Mit MiTek6 MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 19866 ,t 19866 WESTWOOD HOMES-79TH AVE 30#SNOW . los tt r 24$1. , AL1G 2 Pr 2017 s,fir! rr h rt 4 8i I The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct superVi6Yi based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K3434007 thru K3434060 My license renewal date for the state of Oregon is December 31,2017. <e�EO PROPes � tiNGINEF9 s/a�g 89200PE OREGON klVt, -9. 14 24 P+ MFR R 10-0 July 13,2017 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. ME MiTekg MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 19866 19866 WESTWOOD HOMES-79TH AVE 30#SNOW The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K3434007 thru K3434060 My license renewal date for the state of Washington is May 16,2019. gLL 4-0 of wast f), cl 14O ,01398 "��.a GISTER ,0 10 141k. � July 13,2017 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. f Y Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434007 19866 A01 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:03 2017 Page 1 ID:gNP7H 8dgdz27goKcBb5AtyyTfc-sQb5MfOkBOzd3FCjx64M8Z80xS3eTOcgJtnEx8yyQcA r1-44 6-0-12 1 10-0-3 107-113 16-11-13 I 24-0-1 1 31-0-4 I 39-7-0 1-4-0 6-0-12 3-11-7 0-7-9 6-4-1 7-0-3 7-0-3 8-6-12 Scale=1:70.1 5x8 4x4= 5x8 = 4x8= 4x6 = 3x4 II 6.00 12 4 5 20 6 21 722 23 8 9 24 10 3x4 % iP .7 ® '� 3 2 e 4I1 r n. nn •f i on nn nn Nnl nib. nn nn fill nn [01 i nn nn nn / 17 25 16 26 27 28 15 14 29 30 31 32 33 34 1 35 12 36 37 11 4x8 = 3x4 II JUS24 5x8= JUS24 JUS24 JUS24 5x8 = 6x6 = JUS24 JUS24 JUS24 4x6 = 4x8 = JUS24 JUS24 6x6= JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 I 6-0-12 1 10-0-3 1 20-5-15 1 31-0-4 39-7-0 I 6-0-12 3-11-7 10-5-12 10-6-5 8-6-12 Plate Offsets(X,Y)- 12:0-4-0,0-1-151,114:0-3-0,0-3-121,f16:0-4-0,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.18 14-16 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.66 Vert(CT) -0.35 14-16 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.07 13 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MS Weight:243 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E*Except* TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins, 1-5:2x4 DF No.1&Btr except end verticals. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra 'oapks O�[� WEBS 6-16,7-13:x4 2x4td*Except* 6-0-0 OF No.1&Btr WEBS 1 Row oc atbm dptg.11-13. 6-16 ���� r f1 `ss 2 Rows at 1/3 pts 7-13 ��� ANGINF�c49 /a MiTek recommends that Stabilize,. -', =quire cro s bracin be installed during truss erection i a- , rdanc�l Installation guide. REACTIONS. (lb/size) 11=-165/Mechanical,2=2302/0-5-8,13=3965/0-3-8 (req.0-4-12) Max Harz 2=250(LC 40) Max Uplift 11=-295(LC 30),2=-315(LC 10),13=-337(LC 7) Cf Cr Max Gray 11=103(LC 40),2=2568(LC 26),13=4931(LC 25) OREGON to FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 7'44 V TOP CHORD 2-3=-4574/515,3-4=3756/313,4-6=-3354/313,6-7=2949/149,7-9=-146/1380, /O/yc 14 2O -k- '3\'' 10-11=-496/263 R L� BOT CHORD 2-17=-640/3965,16-17=-640/3965,14-16=-400/3568,13-14=209/1850,11-13=-1380/105 WEBS 3-16=-1348/438.4-16=0/1187,6-16=-542/620,6-14=-1061/358,7-14=0/1887, 7-13=-3939/324,9-13=-1997/449,9-11=-127/1629,3-17=-206/734 EXPIRES: 12/31/2017 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1RR1LL 6 3)Unbalanced snow loads have been considered for this design. JV' OvWAS1rt., `41 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs .---.. non-concurrent with other live loads. 'r,: ,f�! �.p 5)Provide adequate drainage to prevent water ponding. ►- `,K� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' will fit between the bottom chord and any other members. , r 8)WARNING:Required bearing size at joint(s)13 greater than input bearing size. A11 51398 tV� 9)Refer to girder(s)for truss to truss connections. OA �. G/STSg 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •cs Cj 11=295,2=315,13=337. SIONALE 11) Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 6-0-12 from the left end to 37-9-4 to connect truss(es)to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. July 13,2017 Continued on oaae 2 t I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7073 rev.10/03/2015 BEFORE USE. 1111' 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 ANSIITPN Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I f Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434007 19866 A01 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:03 2017 Page 2 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-sQb5MfOkB0zd3FCjx64M8Z80xS3eT0cgJtnEx8yyQcA NOTES- 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)141 lb down and 90 lb up at 10-0-3,and 297 lb down and 249 lb up at 37-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-74,4-5=-74,4-10=-74,2-11=-20 Concentrated Loads(Ib) Vert:15=-86(F)16=-78(F)4=-49 12=-86(F)17=-664(F)24 -194 25=-64(F)26=-86(F)27=-86(F)28=-86(F)29=-86(F)30=-86(F)31=-86(F)32=-86(F)33=-86(F) 34=-86(F)35=-86(F)36=-86(F)37=-86(F) t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and 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 t • Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434008 19866 A02 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:06 2017 Page 1 I D:gNP7H_8dgdz27goKcBb5AtyyTfc-G?HD?gQdTxLCwjxlcFd3mCmVMf/RgLMG?rOvYTyyQc7 114-01 6-6-13 12-10-3 1313-113 19-3-9 25-11-9 32-7-9 39-7-0 1-4-0 6-6-13 6-3-7 0-52 5-11-13 6-8-0 6-8-0 6-11-8 Scale=1:70.1 5x8 M18SHS= 3x4 = 3x6=4x4= 3x4= 3x4= 4 5 24 25 26 27 6 28 29 30 731 8 32 33 34 9 35 36 37 10 mi >0000000000000000,000.0o-i- .4\ 23 „, V 1,1, /NC I $11r., Fel , 16 15 38 14 39 13 40 41 12 42 43 11 1.5x4 3x8= 3x6= 3x6= 4x4= 6x6 = 6x6= I 6-6-13 12-10-3 I 21-9-15 31-0-4 I 39-7-0 I 6-6-13 6-3-7 8-11-12 9-2-5 8-6-12 Plate Offsets(X,Y)— 14:0-4-0,0-1-71,110:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.17 13-15 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.53 Vert(CT) -0.29 13-15 >999 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.06 12 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:204 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std WEBS 1 Row at midpt 8-12,9-12 MiTek recommends that Stabilizers an• • e-• �• PR 0 be installed during truss erection,in- - -A,•14,8.• ,..,it) ^R s/O Installation guide, REACTIONS. (lb/size) 11=306/Mechanical,12=2807/0-3-8 (req.0-3-15),2=1450/0-5-8 �4 -)? Max Horz 2=313(LC 11) 89200PE Max Uplift 11=-459(LC 30),12=-1160(LC 14),2=-443(LC 14) Max Gray 11=89(LC 14),12=3675(LC 29),2=1968(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Co TOP CHORD 2-3=-3232/755,3-4=2193/685,4-6=-1796/695,6-8=-1280/516,8-9=-434/1060, -p A�1_�OREGONk/.C� 10-11=-361/157 G� "�l,9 BOT CHORD 2-16=-909/2759,15-16=-909/2759,13-15=-654/1623,12-13=-297/543,11-12=-741/290 Q A- r 14,2.1`).‘ P} WEBS 3-15=-1094/314,415=13/374,6-15=-330/654,6-13=1032/494,8-13=-415/1362, 'y, RRI�-� 8-12=-2463/906,9-12=-1600/654,9-11=-301/1045 NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; EXPIRES: 12/31/2017 MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 2-7-8,Interior(1)2-7-8 to 13-3-13,Exterior(2)12-10-3 to 18-5-6 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. `�' LL 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs c� r" B.q, non-concurrent with other live loads. 4) o WASith `tl, 5)Provide adequate drainage to prevent water ponding. -".0 <6 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. -� �01 ' : p. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide *e..- -y . will fit between the bottom chord and any other members,with BCDL=10.Opsf. 9)WARNING:Required bearing size at joint(s)12 greater than input bearing size. As 4k• 10) Refer to girder(s)for truss to truss connections. 51398 f5/ 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) O� 'f''G+Ism9 2 11=459,12=1160,2=443. �'s Cj 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum SIONALS11 sheetrock be applied directly to the bottom chord. July 13,2017 Snntimted on Dane 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. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPN Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434008 19866 A02 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:06 2017 Page 2 I D:gNP7H_8dgdz27goKcBb5AtyyTfc-G?HD?gQdTxLCwjxlcFd3mCmVMf7RgLMG?roovYTyyQc7 NOTES- 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)122 lb down and 117 lb up at 12-10-3,79 lb down and 71 lb up at 14-0-12,144 lb down and 151 lb up at 16-0-12,147 lb down and 157 lb up at 18-0-12,147 lb down and 157 lb up at 20-0-12,147 lb down and 157 lb up at 21-9-4,147 lb down and 157 lb up at 23-9-4,147 lb down and 157 lb up at 25-9-4,147 lb down and 157 lb up at 27-9-4,147 lb down and 157 lb up at 29-9-4,147 lb down and 157 lb up at 31-9-4,147 lb down and 157 lb up at 33-9-4,and 147 lb down and 157 lb up at 35-9-4,and 150 lb down and 157 lb up at 37-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-74,4-5=-74,4-10=-74,11-17=-20 Concentrated Loads(Ib) Vert:4=-37 25=-74 • A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ' ' r • Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434009 19866 A03 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:08 2017 Page 1 I D:gNP7H_8dgdz27goKcBb5AtyyTfo-C NOzQ MSt?Ybw904hkfgXrdsrjTpy8GZZS9V?cMyyQc5 15-10-5 I1-4-0 I 6-6-13 12-10.313.3 13 19-3-9 I 25-11-9 I 32-7-9 I 39-7-0 1-4-0 6-6.13 6-3-7 0.5J9 2-6-8 3-5-4 6-8-0 6-8-0 6-11-8 Scale=1:70.1 1.5x4 II 5x6 i 5 7 3x6= 4x4H 4 3x4 = 4x4= 3x4= 12 47 6.00 12 i! ,, i m i 1. I.; 24 1.5x4 II 25 26 27 28 929 30 31 32 33 34 35 3x4 i 3 6 23 22 2 $I1 if -I} �.a iai a i% ° 18 17 36 16 37 15 38 39 14 40 41 13 3x6 = 1.5x4 II 3x8= 3x6= 4x4= 6x6= 6x6 = I 6-6-13 12-10-3 21-9-15 I31-0-4 39-7-0 I 6-6-13 6-3-7 8-11-12 9-2-5 8-6-12 Plate Offsets(X,Y)- f12:Edge,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.17 15-17 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.53 Vert(CT) -0.30 15-17 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.06 14 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:210 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std WEBS 1 Row at midpt 8-17,10-14,11-1, 1 PR/ MiTek recommends that Stabilizers an...k•r -• • be installed during truss erection,in- = -^iie ,• '�-� s/0. Installation guide. REACTIONS. (lb/size) 13=-300/Mechanical,14=2771/0-3-8 (req.0-3-10),2=1405/0-5-8 �/ '9 Max Horz 2=349(LC 11) 89200PE Max Uplift 13=-497(LC 30),14=-1000(LC 14),2=-376(LC 14) Max Gray 13=103(LC 51),14=3405(LC 29),2=1844(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Cr TOP CHORD 2-3=-3210/608,3-4=-2226/503,4-6=-1832/578,6-8=-1836/579,8-10=1115/414, OREGON t 10-11=376/1077,12-13=-362/143 �G1bi fi '9 CIS BOT CHORD 2-18=-780/2756,17-18=-780/2756,15-17=-575/1396,14-15=-261/512, /Q 13-14=-766/233 r 14,2 P� WEBS 3-17=-1043/283,4-17=-36/461,8-17=-367/776,8-15=-1071/431,10-15=-346/1405, RR�� 10-14=2236/782,11-14=-1507/567,11-13=249/1077 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; EXPIRES: 12/31/2017 MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 2-7-8,Interior(1)2-7-8 to 15-11-13,Exterior(2)15-8-9 to 21-3-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. _`�RRit-L 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs c1 1v� 8.q non-concurrent with other live loads. 'v' sv w&s `•il, 5)Provide adequate drainage to prevent water ponding. =/' fi 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / �l►' �t "p 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide s -7,4,, O • will fit between the bottom chord and any other members,with BCDL=10.Opsf. . . - 8)WARNING:Required bearing size at joint(s)14 greater than input bearing size. 9)Refer to girder(s)for truss to truss connections. A ' '-r 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) ' 4, 51398 {V 13=497,14=1000,2=376. 0�t' '6:41:81:4716:41 GIS I Eg 9 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum �'S+ ° sheetrock be applied directly to the bottom chord. srONALV' 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 13,2017 Snntinued on oaae 2 I a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M#-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMN 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 ANSVTPN 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434009 19866 A03 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:08 2017 Page 2 I D:gNP7H_8dgdz27goKcBb5AtyyTfc-C NOzQMSt?Ybw904hkfgXrdsrjTpyfG77S9V?cMyyQc5 NOTES- 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)108 lb down and 103 lb up at 15-8-9,125 lb down and 131 lb up at 18-0-12,150 lb down and 157 lb up at 20-0-12,141 lb down and 144 lb up at 21-9-4,141 lb down and 144 lb up at 23-9-4,141 lb down and 144 lb up at 25-9-4,141 lb down and 144 lb up at 27-9-4,141 lb down and 144 lb up at 29-9-4,141 lb down and 144 lb up at 31-9-4,141 lb down and 144 lb up at 33-9-4,and 141 lb down and 144 lb up at 35-9-4,and 143 lb down and 144 lb up at 37-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-74,4-5=-74,5-7=-134,6-12=-74,13-19=-20 Concentrated Loads(Ib) Vert:5=-34 1 I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K343.4010 19866 A04 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:10 2017 Page 1 I D:g N P7 H_8dgdz27goKcBb5AtyyTfc-9m W kg2U7X9reP KE3r4i?w2xHnGU9cAwrwT_6hEyyQc3 T1�-0I 6-3-13 I 12-1-12 18-0-3 18r7-I13 24-6-4 I 39.7-0 1-4-0 6-3-13 5-9-14 5-10-7 o-7-9 5-10-7 15-0-12 Scale=1:71.2 4x4= 6.00 12 5x8 4x8= 5x8= 4x6= 5 6 2425 26 27 7 28 29 30 8 9 31 32 33 34 35 10 r KB ISI 5x8 23 4 et- dp1.5IIN x4 „ E Y 3 21 20 ri1 2 .4 . to , 0 16 36 37 15 14 38 13 3912 40 11 3x4= 4x8 = 3x6 1.5x4 II 6x6 = 6x6 = 3x6= I 9-2-13 I 18-0-3 I 24-6-4 I 31-0-4 I 39-7-0 I 9-2-13 8-9-7 6-6-0 6-6-0 8-6-12 Plate Offsets(X,Y)- 14:0-4-0,0-3-41,110:Edae,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.20 15-16 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.16 11-12 >620 180 TCDL 7.0 Rep Stress Ina YES WB 0.94 Horz(CT) 0.07 12 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:247 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 8-10.5-8:2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied. BOT CHORD S 2x4 DF Stud/Stdx4 DF tr`Except' WEBS 1 Row at midpt 10-11,4-15,5-1_f5000!-1BR• 10-11,7-15,7-12,9-11:2x4 DF No.1&Btr MiTek recommends that Stabilizers an. 61 be installed during truss erection,in-,\ i(R,$ cr�O Installation guide. �!" 9 REACTIONS. (lb/size) 11=-139/Mechanical,12=3425/0-3-8 (req.0-3-14),2=1533/0-5-8 ZCt� ,• Max Horz 2=435(LC 11) 89200PE Max Uplift 11=-685(LC 34),12=-1156(LC 11),2=-408(LC 14) Max Gray 11=199(LC 65),12=3627(LC 30),2=1864(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3343/699,3-4=-2919/644,4-5=-1661/576,5-7=-1339/609,7-9=-208/752, -y OREGON As 10-11=-495/257 G� �,Q O 1 BOT CHORD 2-16=-892/2916,15-16=751/2158,13-15=-402/753,12-13=-402/753,11-12=752/233 Q Y 14^2 l' WEBS 7-12=2200/753,9-12=-1670/774,6 9-11/729, 1-177/1120 5=321/1358,7-13=0/299, MFR R ILS- 6P NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; EXPIRES: 12/31/2017 MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 2-7-8,Interior(1)2-7-8 to 18-7-13,Exterior(2)18-0-3 to 23-7-6 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. �I1.L 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs �r� .. , non-concurrent with other live loads. 41' Oo SVASJtt:, 7,), 5)Provide adequate drainage to prevent water ponding. , W 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. j4 jfj► ( 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members,with BCDL=10.Opsf. 1.. 8)WARNING:Required bearing size at joint(s)12 greater than input bearing size. 9)Refer to girder(s)for truss to truss connections. {%'/ 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 51398 'w 11=685,12=1156,2=408. 0 �.GISTSR.2 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum v'S �j sheetrock be applied directly to the bottom chord. SIONALE 1.nntim/Prl nn naae 2 July 13,2017 r WARNING-Verily 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 MiTekS connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSUTPN Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r • Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434010 19866 A04 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:11 2017 Page 2 ID:gNP7H_8dgdz27goKcBb5AlyyTfc dy462OUIITzVOUpGPoDETFUSXggOLdA?87jfDhyyQc2 NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)193 lb down and 122 lb up at 18-0-3,92 lb down and 92 lb up at 20-0-12,131 lb down and 140 lb up at 21-9-4,131 lb down and 140 lb up at 23-9-4,131 lb down and 140 lb up at 25-9-4,131 lb down and 140 lb up at 27-9-4,131 lb down and 140 lb up at 29-9-4,131 lb down and 140 lb up at 31-9-4,131 lb down and 140 lb up at 33-9-4,and 131 lb down and 140 lb up at 35-9-4,and 131 lb down and 140 lb up at 37-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-74,5-6=-74,5-10=74,11-17=20 Concentrated Loads(Ib) Vert:5=-101 25=-74 26=88 27=-88 28=-88 30=-88 31=-88 32=-88 33=-88 34=-88 35=-88 t I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7479 res.10107/2015 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 Niel( is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434011 19866 A05 Common 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:12 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-59eUFkVN3n5MeeOSzVkTOTOdp4BM4558NnTDm7yyQc1 T1-4-01 6-11-10 13-5-5 { 19-11-0 26-4-11 32-10-6 I 39-7-0 1-4-0 6-11-10 6-5-11 6-5-11 6-5-11 6-5-11 6-8-10 5x6 = Scale=1:71.8 6.00 12 6 3x4 i 24 25 3x4 3x6 i 5 23 7 3x6 4 :., 8 4'4 5, 1.5x4 \\ 1.5x4 // d 3\ ..t; , 26 22 I-- 2 c1m 101 ,, ,..1,..1,. " b d 15 27 28 14 29 13 30 12 31 32 11 3x4= 4x4 = 3x6 = 3x4 = 3x4 = 3x6 = 3x6= I 8-1-8 I 15-9-2 I 24-0-14 I 31-0-4 I 39-7-0 I 8-1-8 7-7-9 8-3-12 6-11-6 8-6-12 Plate Offsets(X,Y)- r10:0-0-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.15 12-14 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.26 12-14 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:196 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 6-12,7-11 ) PR tp_k 6-14,6-12:2x4 OF No.1&Btr MiTek recommends that Stabilizers an• •r -• r• 6+ WgEDGE 2x4 SP No.3 be installed during truss erection,in- k i3$ •”v•.-• 0/ RiInstallation guide. C� REACTIONS. (lb/size) 2=1516/0-5-8,11=2058/0-3-8,10=246/Mechanical K" 89200PE g< Max Hors 2=222(LC 14) Max Uplift 2=-333(LC 14),11=-365(LC 15),10=75(LC 15) Max Gray 2=1540(LC 21),11=2058(LC 1),10=315(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. O OREGON 44;TOP CHORD 2-3=-2607/514,3-5=-2453/577,5-6=-1687/445,6-7=-1112/357,7-9=-75/410, pC. 4, Nb 9-10=-163/279 �Q '91' 14,2O 2�# BOT WEBS 3-15=-01/286, 3-15=-461/286,5 5/2247, '238/769,`5-1 4900/397,6-14-14=-83/970, =-299/1098,6-12=-464/140,-12=-17/770 MRR{,-, V 7-12=40/637,7-11=1738/354,9-11=-491/288 NOTES- EXPIRES: 12/31/2017 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-14-0 to 2-7-8,Interior(1)2-7-8 to 19-11-0,Exterior(2)19-11-0 to 23-10-8 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. c��OPLL 8 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs 49 Cif WASFrr, ''f-l' non-concurrent with other live loads. G 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •l, ,A A 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -zij �1 d, will fit between the bottom chord and any other members,with BCDL=10.Opsf. ` k 'r • 7)Refer to girder(s)for truss to truss connections. ,I • 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) ` / 2=333,11=365. rd51398 z 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'%"gypsum `fp �'go''gots-reit sheetrock be applied directly to the bottom chord. SsrQNAL- July 13,2017 I I AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 5111-7477 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,notIIII 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 Milek• is always required for stability and to prevent collapse 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 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434012 19866 A06 Common 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:12 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-59eUFkVN3n5MeeOSzVkTOTObP49_4548NnTDm7yyQc1 11-4-01 6-11-10 13-5-5 19-11-0 26-4-11 32-10-6 39-7-0 i 1-4-0 6-11-10 6-5-11 6-5-11 6-5-11 6-5-11 6-8-10 Scale=1:68.7 5x6= 6.00 12 6 i 24 25 3x4% 3x4 3x6 5 23 7 3x6 4 r,, 0\IIIII11111111111114r1.5x4 ul tld+ 1.5X4 \\ // O 3 9 \,, 26 22 c111 2 :: L-• ra L :-: 0 115 5 15 27 28 14 29 13 30 12 31 32 11 d 3x4 = 4x4 = 4x6= 4x4= 3x4 = 4x6= 3x6 = I 8-1-8 I 15-9-2 1 19-11-0 1 24-0-14 1 31-0-4 I 39-7-0 I 8-1-8 7-7-9 4-1-14 4-1-14 6-11-6 8-6-12 Plate Offsets(X,Y)— 12:0-6-4,0-0-41,110:0-0-0,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.27 12-14 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.58 Vert(CT) -0.44 12-14 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.12 10 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:196 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std`Except* MiTek recommends that Stabilizers and re. ' i•s 6-14,6-12:2x4 DF No.1&Btr be installed during truss erection,in a ' •t�i� a • Ir-rt- ht: t: 2 4 SP No.3 Installation guide. kJ �ct4GI NE - s/0 RiREACTIONS. (lb/size) 2=1961/0-5-8,10=1859/Mechanical 4 89200PE Max Horz 2=222(LC 14) Max Uplift 2=-405(LC 14),10=-361(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Cr TOP CHORD 2-3=-3533/671,3-5=-3381/733,5-6=-2590/630,6-7=-2580/640,7-9=-3211/693, aOREGON to 9-10=-3437/676 pL. /4 �Dr kBOT CHORD 2-15=-706/3074,14-15=-468/2465,12-14=-226/1846,11-12=-338/2448,10-11=-512/2973 db '4}/ 14 r�'0 P",— WEBS 3-15=-451/284,5-15=-235/751,5-14=-897/396,6-14=-298/1092,6-12=-299/1095, 7-12=-902/387,7-11=-182/589,9-11=-404/273 MFRRI L�- NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; EXPIRES: 12/31/2017 MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 2-7-8,Interior(1)2-7-8 to 19-11-0,Exterior(2)19-11-0 to 23-10-8 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs OPLL$.q. non-concurrent with other live loads. J4' WASJyr, t 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O W 1� 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide jf rJ`_ C will fit between the bottom chord and any other members,with BCDL=10.0psf. _4j 010 ---7--..77)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) t\I 2=405,10=361. ,!r 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum .-0 Lk'51398 <U' sheetrock be applied directly to the bottom chord. 0 '�A �g A.4, GISI SSIONALV�G July 13,2017 1 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE IW/-7473 rev.10Po3/2015 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,not1111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434013 19866 A07 CALIFORNIA GIRDER 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:14 2017 Page 1 ID:gNP7H 8dgdz27goKcBb5AtyyTfc-1XmFgPXebOL4txYr4wmx5u5uKumMY4KRr5yKg0yyQc? 14 2-54 6 2-9 10-0-4 10,7-13 140 1 18-0-8 1 23-11-7 1 5-2-12 0-7-93-10-8 29-24 291912 33-8-4 39-10-0 q1-2 r1-4-01 1-4-02-5-8 3-9-1 1 3-9-11 0-7-9 3-4-4 4-0-7 5-10-15 1 6-1-12 I14-0 Scale=1:71.5 5x8 % 5x6 4x4 = 5x6= 4x4 = 11 6 31 7 32 33 8 34 9 10 35 6.00 12 5 5x8% 3x4 4 12 3 � 4 230 I- Al . s cm MN 13 I1 /✓— 21 ` �, [21 = _ 14I n /� 24 23 22 \ 8 G 10x20 M18SHS% 37 Y0 19 18 17 16 15 4x12 3x4 4x8 8x12 = 10x10 = 5x8= 4x8 = 3x4 II 4x6 4x6 3.75 12 1 2-5-8 1 6-2-9 1 10-0-4 1 18-0-8 23-11-7 29-9-12 1 33-8-4 1 39-10-0 I 2-5-8 3-9-1 3-9-11 8-0-4 5-10-15 5-10-5 3-10-8 6-1-12 Plate Offsets(X,Y)- [3:0-3-1,0-0-8],[18:0-5-0,0-3-0],[21:0-4-0,0-4-0],[24:0-5-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.34 20 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.91 Vert(CT) -0.52 20 >913 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.53 Horz(CT) 0.20 13 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Weight:792 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins. 5-10:2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Exce.: BOT CHORD 2x6 DF 1800F 2.1E 10.0-0 oc bracing:19-21 D PR OF WEBS 2x4 DF Stud/Std*Except* �,� �"cS 3-24,18-21:2x6 DF 1800E 2.1E [N E� s1/2O PLY-TO-PLY CONNECTION REQUIRES THA .4. - 1r r a 2 REACTIONS. (lb/size) 2=4688/0-5-8,13=4822/0-5-8 FACE MOUNT HANGER(SPECIFIED BY OT r;.. S R QUIRED FOR Max Hors 2=-116(LC 11) LOADS REPORTED IN NOTES.FACE MOU er • GERAnctpPE c�- Max Uplift 2=-992(LC 7),13=-1032(LC 6) ATTACHED WITH A MINIMUM OF 0.148"x '.- S PER`FiFCrfG Max Gray 2=4957(LC 29),13=5091(LC 29) MANUFACTURER SPECIFICATIONS. FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-15923/3375,3-4=15293/3298,4-5=-11425/2475,5-6=-668/164,5-7=-10229/2252, O OREGON Au 7-8=13655/2899,8-9=11460/2479,9-10=-8683/1928,10-12=9681/2111, 7G / ,`I* As 12-13=10336/2225 1..62.0O -"Al r 14 r � BOT CHORD 2-24=-3065/14292,23-24=2483/11561,22-23=2482/11557,21-22=-2658/12551, /� c?)‘'.19-21=15/423,8-21=-92/842,18-19=-706/3222,16-18=2348/11446,15-16=1917/9204, E`R R I L\- 13-15=1917/9204 WEBS 3-24=-149/928,4-24=-663/3017,4-23=-149/897,4-22=2094/482,5-22=665/3601, 7-22=-3430/805,7-21=304/1563,9-18=-47/618,9-16=3618/813,10-16=590/3129, EXPIRES: 12/3112017 12-16=1271/335,12-15=-123/745,18-21=-2066/10199,8-18=2530/546 NOTES- 1)N/A 2)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-4-0 oc,Except member 11-14 2x4-2 rows staggered at 0-4-0 oc,2x6 .01tRILj ks -2 rows staggered at 0-5-0 oc. 419O WAS `tl Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. 't, Webs connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. ►�.• Cl. 3)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 .4 .0 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ....R11, ' d' a1 G3 4)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate `,r grip DOL=1.60 "d 5)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �crl+ 4 'tSTTR� 6)Unbalanced snow loads have been considered for this design. 7)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs SSIONAL .146 non-concurrent with other live loads. 8)Provide adequate drainage to prevent water ponding. 9)All plates are MT20 plates unless otherwise indicated. July 13,2017 _ ._i8hhert,..mime leen designed for a 10 0 osf bottom chord live load nonconcument with any otherjive loads I MUM AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not '+ a truss system.Before use,the building designer must verify the applicability of design parameters and 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 MNTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434013 19866 A07 CALIFORNIA GIRDER 1 q J Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries.Inc. Thu Jul 13 16:24:14 2017 Page 2 I D:gNP7H_8dgdz27goKcBb5AtyyTfc-l XmFg PXebOL4txYr4wmx5u5u KumMY4 KRr5yKgoyyQc? NOTES- 11)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=992,13=1032. 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1415 lb down and 368 lb up at 10-7-13,and 555 lb down and 144 lb up at 29-2-3 on top chord,and 685 lb down and 178 lb up at 33-8-4 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:1-5=-74,5-6=-74,5-31=-74,10-31=-184(F=-110),10-11=-184(F=-110),10-14=-74,24-25=20,24-37=20,21-37=48(F=28),19-20=48(F=-28), 16-19=-48(F=-28),13-16=-20 Concentrated Loads(Ib) Vert:6=-1415(F)15=-685(F)35=-555(F) t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. itat 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 MjTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS1rTP11 Quality Criteria,D5B-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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434014 19866 A08 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:16 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-zwt?55Yu7?cn7FiDCLpPAJBDshQkOurkIPRQuuyyQbz [1-4-01 2-5-8 1 7-6-9 12-10-0 133-03 16-0-8 118-0-8 I 26-6-3 27r130 332-2 39-10-0 41-2-01 1-4-0 2-5-8 5-1-1 5-3-7 0-313 2-8-11 2-0-0 8-5-11 0-313 62-2 6-7-14 14-0 Scale=1:72.1 5x6 = 5x8 M18SHS Ii 5x6 = 9 6 5= 29 7 30 31 32 33 ;34 .ft 6.00 12 - e it 5x8% 35 3x4 4 10 ,fir „ q 3 6 --� dl6i g1 1' _ ... pie, �,�^ - `- t t iry'7d d 21 20 19 14 C=_.\ 8 10x20 M18SHS= 1.5x4 11 3x8= 17 16 15 13 5x6 I I 5x8= 5x6 HB 1.5x4 II 4x6 5x8 M18SHS% 3.75 :i 10x10 = 1 2-5-8 I 7-6-9 12-10-0 18-0-8 27-0-0 33-2-2 39-10-0 I 2-5-8 5-1-1 5-3-7 5-2-8 8-11-8 6-2-2 6-7-14 Plate Offsets(X.Y)- [2:0-5-14,0-0-15],[3:0-2-12,0-1-6],[4:0-3-9,0-2-0],[5:0-3-0,0-2-9],[15:0-1-12,0-2-4],[16:0-3-0,0-0-0],[18:0-6-8,Edge],[21:0-11-2,Edgel LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.42 17 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.62 17 >770 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.29 11 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:228 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E*Except* TOP CHORD Structural wood sheathing directly applied. 5-8:2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 DF No.1&Btr*Except* 10-0-0 oc bracing:16-18 2-21:2x6 DF 1800F 2.1E WEBS 1 Row at midpt 7-19 EO PR QFkrs WEBS 2x4 DF Stud/Std*Except* MiTek recommends that Stabilizers- +e5i W* 4 3-21:2x6 DF 1800F 2.1E,15-18,8-18,4-21:2x4 DF No.1&Btr be installed during truss erection,i ;4• • "n ith Stabiliz i9 OTHERS 2x4 DF No.1&Btr Installation guide. Q 89200P %-- REACTIONS. (lb/size) 2=2038/0-5-8,11=2028/0-5-8 Max Horz 2=-144(LC 15) Max Uplift 2=-337(LC 14),11=-339(LC 15) Max Gray 2=2538(LC 33),11=2524(LC 33) OREGON 04 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �G Zj ,�Dk A TOP CHORD 2-3=-7687/1359,3-4=-7663/1419,4-5=-3784/868,5-7=-3246/860,7-8=-3931/949, /O '9 14 ZO -�- 8-10=-3493/800,10-11=-4429/856 /y QjP BOT CHORD 2-21=-1178/6950,20-21=-761/4430,19-20=-761/4430,18-19=-661/3944,16-18=0/281, FRR1L1r 7-18=-300/229,15-16=-32/566,13-15=-677/3822,11-13=677/3822 WEBS 5-19=-193/1295,8-15=-23/443,7-19=-1131/247,10-15=-946/264,4-19=-1399/304, 15-18=-484/2421,8-18=-247/1193,4-21=502/2843 EXPIRES: 12/31/2017 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 2-8-4,Interior(1)2-8-4 to 13-3-13,Exterior(2)12-8-4 to 32-1-13, Interior(1)32-1-13 to 41-2-0 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 �RRILL, 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 >rc) › ,V WAS , 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs • ��<^ f''l �"� non-concurrent with other live loads. �,7�' p 5)Provide adequate drainage to prevent water ponding. -•,- .,' 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. •�,'/ 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide A� 51398 Sym will fit between the bottom chord and any other members. �� ��CIS I ER� 9)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �s capacity of bearing surface. S/ONAL�1 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=337,11=339. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum July 13,2017 sheetrock be aoolied directly to the bottom chord. 1 1 MIME AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not '• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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/7PII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434015 19866 A09 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:18 2017 Page 1 1 D:g NP7H_8dgdz27goKcBb5AtyyTfc-wJ?I Wna8edsV MZrcJmrtFkGXiV6N Unx1 IjwXynyyQbx 18-0-8 15-8-0 16-06y 26-6.3 1-1-4-01 2-5-8 I 7-6-9 I 12-10-0 1313113 15-1A-5 119-11-0 I 23-11-11 29-0 27r010 33-2-2 1 39-7-0 I 1-40 2-5-8 5-1-1 5-3-7 0-6-13 2-4-4 02-5 2-00 1-108 4-011 0-2-5 2-4-4 0543 6-2-2 6-4-14 Scale=1:71.4 0-2-3 5x6 5x6 =1.5x4H14 5x6 5x6 i 6 r 40 41 42 10 43 44 .,11345 $ 5x8 // 6.0012 5., 7 11� 12�, �e 33x4II > 3x4I1z 34 3x4 33 4 16 ,'r'i, _/`✓ 37 1 38 4x8 % 3 39 t z c3 ® 17la,T o i 26 25 24 19 O 10x20 M18SHS= 1.5x4 I I 3x8 = 22 21 20 18 5x8 M18SHS= = 4x6 I I 5x8= 1.5x4 II 4x8% 5x6 3.75 12 10x10 = 1 2-5-8 1 7-6-9 I 12-10-0 I 18-0-8 I 27-0-0 33-2-2 39-7-0 I 2-5-8 5-1-1 5-3-7 5-2-8 8-11-8 6-2-2 6-4-14 Plate Offsets(X,Y)— 12:0-1-0,Edge1,13:0-2-12,0-1-61,14:0-3-9,0-1-121,117:0-0-0,0-1-41.120:0-1-8,0-2-41,121:0-3-0,0-0-01,123:0-6-4,Edgel,126:0-11-2,Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.47 22 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.66 22 >722 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.30 17 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:252 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied. 1-8:2x4 DF 2400F 2.0E,5-15:2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 DF No.1&Btr*Except* 10-0-0 oc bracing:21-23 2-26:2x6 DF WEBS 2 4 DF Stud/Std*E R1p,23-26:2x4 DF 2400E 2.0E WEBS 1 Row at midpt JOINTS 1 Brace at Jt(s):9,7,12 15-23 vt.t�-<<'' NPROF.,., FfccSj 3-26:2x6 DF 1800F 2.1E,20-23,15-23,4-26:2x4 DF No.1&Btr _c WEDGE MiTek recommends that Stabilizer -t��. ir1Sd'cross bracl'lr d /-. Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss erection,' c dance with Sja¢,iliP E -g.. Installation guide. �C C� (jU REACTIONS. (lb/size) 17=1912/Mechanical,2=2019/0-5-8 Max Horz 2=184(LC 14) Max Uplift 17=-322(LC 15),2=-362(LC 14) Max Gray 17=2519(LC 33),2=2622(LC 33) - OREGON A4Q FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -'o�'i r 14 r 20 P-� TOP CHORD 2-3=8358/1290,3-4=-8323/1344,4-5=4312/825,5-6=1130/394,5-7=-2821/493, la, 7-9=2820/494,9-11=-2890/548,11-12=2890/548,12-15=-2890/548,13-15=1164/385, �:1(i,l-..- 15-16=3949/761,16-17=-4732/807,6-10=-1027/395,10-13=-1027/395 BOT CHORD 2-26=-1131/7551,25-26=-738/4936,24-25=-738/4935,23-24=575/3818,21-23=0/280, 9-23=-143/334,20-21=28/630,18-20=-636/4091,17-18=-636/4091 EXPIRES: 12/31/2017 WEBS 5-24=-117/989,15-20=11/355,9-24=-579/131,16-20=776/247,4-24=-1439/312, 20-23=-488/2779,15-23=-154/834,4-26=-546/2948,10-110-599/178 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 2-8-4,Interior(1)2-8-4 to 15-11-13,Exterior(2)15-6-4 to 29-5-6, OR.Rat,B Interior(1)29-5-6 to 39-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& J ) WA$�'` MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q �O r0 t�, 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4 � y,, J '16 3)Unbalanced snow loads have been considered for this design. ti• F 0,Z 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs EFF... non-concurrent with other live loads. _.../1-....-/ i� 5)Provide adequate drainage to prevent water ponding. ;,?/ 6)All plates are MT20 plates unless otherwise indicated. 'irl 51398 w 7)The Fabrication Tolerance at joint 26=12%,joint 26=12% C).A R&LISTER$ 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'rSj0NAL ZIG will fit between the bottom chord and any other members. 10) Refer to girder(s)for truss to truss connections. 11) Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify July 13,2017 1 iiiiiiMaitigilifiliiiiliiiiP __ 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 ANSIRPII 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434015 19866 A09 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:18 2017 Page 2 I D:gN P7 H_8dgdz27goKcBb5AtyyTfo-wJ?M/na8edsVMZrcJmrtFkGXi V6N Unx1 IjwXynyyQbx NOTES- 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)17=322,2=362. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 4 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE SMI-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 budding 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 19866 VVESTWOOD HOMES-79TH AVE 30#SNOW K3434016 19866 Al0 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:19 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-OVZ8j7bmPw M-jQotTM6oxpm0vU2DLgA Nf5UDyyQbw T1-4-0 6-3-13 I 12-1-12 I 18-0-3 18x7-l3 21-2-3 211.113 3 27-84 I 33-6-3 39-7-0 1-4-0 6-3-13 5-9-14 5-10-7 0.7-9 2-6-7 0-7-b 5-10-7 5-9-14 6-0-13 Scale=1:70.0 6.00 riy 5x6= 9 5x8 // 6 7 29 ,_30 A 3x6-:-=- 3x4 3x4-.=-- 3x8 528 10 11 4 0 e,, 27 31 4 1.5x4 e 1.5x4 // ; rn m 3 12 26 / 32 25 2 : 1 4A 411 1.2f r., c: � d �_: d 18 33 3417 16 15 35 36 14 3x4= 3x8 — 4x6 3x4 — 3x4= 5x8 = 4x8= 9-2-13 / 18-03 1 21-9-13 1 30-7-3 1 39-7-0 1 9-2-13 8-9-7 3-9-10 8-9-7 8-11-13 Plate Offsets(X,Y)— 12:0-0-0,0-0-41,16:0-3-0,0-2-91,113:0-0-0,0-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.42 14-15 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.88 Vert(CT) -0.61 14-15 >773 180 TCDL 7.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.20 13 n/a n/a BOLL 0.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:208 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied. 6-8:2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 DF No.1&Btr WEBS 1 Row at midpt 4-17,8-17,11-15 PR�f WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers aro r WEDGE be installed during truss erectionin- = --,iUR,$. . , .,s/ Right:2x4 SP No.3 C, '.0,•. Installation guide. 144 REACTIONS. (lb/size) 2=2002/0-5-8,13=1900/Mechanical K- 89200PE �< Max Horz 2=208(LC 14) Max Uplift 2=-402(LC 14),13=-357(LC 15) Max Gray 2=2720(LC 33),13=2630(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OREGON 4.// TOP CHORD 2-3=-5215/841,3-4=-4797/809,4-6=-3558/740,6-8=-3034/741,8-11=3568/746, -.7G R 11-12=-4688/801,12-13=-5083/829 Ai)/ rZON i— BOT CHORD 2-18=-711/4584,17-18=-526/3843,15-17=-389/3051,14-15=-551/3801,13-14=-672/4435 O 14' �P WEBS 3-18=-632/262,4-18=-89/710,4-17=-1176/327,6-17=-144/1018,8-17=-409/335, "'FRR4`\-• 8-15=-154/902,11-15=1064/313,11-14=78/600,12-14=545/254 NOTES- EXPIRES: 12/31/2017 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 2-7-8,Interior(1)2-7-8 to 18-7-13,Exterior(2)18-0-3 to 21-8-1, Interior(1)26-9-6 to 39-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. c�1 1cRRILL 8 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs J1r F WASN,, `t non-concurrent with other live loads. O 5)Provide adequate drainage to prevent water ponding. ' tk �:. •����� G'l 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .�� f "x O . 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. \ . 8)Refer to girder(s)for truss to truss connections. -7;r 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) A.fi 51398 wa 2=402,13=357. 0Ii'� X4'0 FER W 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord andgypsum sheetrock be applied directly to the bottom chord. sSIONALE�G July 13,2017 r 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 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,058-89 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434017 19866 ACG Diagonal Hip Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:20 2017 Page 1 ID:gNP7H8dgdz27goKcBb5AtyyTfc-sh7WxTbPAE6Dbs?_RBtLK9L1 WlxCyjgKDOPelfyyQbv -1-8-0 I 3-11-3 8-4-13 13-2-0 11-7 16-8-14 20-0-14 23-4-14 124-9-21 1-8-0 3-11-3 4-5-11 4-9-3 0-5-5 _3-1-8 3-4-0 3-4-0 1-4-5 4.80 12 9 Scale=1:53.9 8 w a 7 3x4 o 6 - 11 4x8:•••••••••••01101111111 5 m -"Is1.5x4 II 7 4 3x4 3 , 2 gi1 =. _e.......,—, 11 10 'd 3x6=3x4= 6x6= 8x8= 3x8 II 2.31 12 I 3-11-3 8-4-13 13-2-0 3-11-3 4-5-11 4-9-3 Plate Offsets(X,V)— 15:0-4-8,Edgel,111:0-4-0,0-4-41,112:0-3-0,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.07 11-12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.11 11-12 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.80 Horz(CT) -0.03 6 n/a n/a BCLL 0.0 ' Code IBC2015/TPI2014 Matrix-MS Weight:95 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and re. +s. OTHERS 2x4 DF No.1&Btr be installed during truss erection,in ac .r�i& I. . Ir-rt s Installation guide. ` �GIN .n 614., REACTIONS. All bearings 0-2-8 except(jt=length)2=0-8-3,5=0-5-0. cc" `T 2 (Ib)- Max Horz 2=525(LC 14) Max Uplift All uplift 100 lb or less at joint(s)except 6=-151(LC 10),2=-145(LC 10),5=-457(LC 10),7=-131(LC 4c. 89200PE 10),8=-137(LC 10) Max Grav All reactions 250 lb or less at joint(s)except 6=330(LC 17),2=772(LC 1),5=1413(LC 1),7=352(LC 17), 8=412(LC 17) © Q FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -f! OREGON�� X1.0 TOP CHORD 2-3=-2370/460,3-4=-1359/192,4-5=-1362/179 '�? BOT CHORD 11-12-574/2101,2-12=620/2229 <Q �}' 14 2° #WEBS 4-11=-158/413,5-10=-165/564,5-11=-523/1801,3-12=184/607,3-11=-855/213 MFRR„�- Q3P NOTES- C 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate EXPIRES: 12/31/2017 grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.2 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. -`��ALL 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �r” 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide J� O�QdASA,, `7)� will fit between the bottom chord and any other members. //'�^^ W7)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify op -i> �A�capacity of bearing surface. fie„,' 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6,7,8. F 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 151 lb uplift at joint 6,145 lb uplift at - ' joint 2,457 lb uplift at joint 5,131 lb uplift at joint 7 and 137 Ib uplift at joint 8. re's a 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)6,5,7,8. 51398 tt! 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. C)401,4,br g� 0Y' 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). s � NONA!.E- LOAD CASE(S) Standard Continued on Daae 2 July 13,2017 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434017 19866 ACG Diagonal Hip Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:20 2017 Page 2 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-sh7WxTbPAE6Dbs?_RBtLK9L1 WlxCyjgKDOPelfyyQbv LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-74,5-9=-74 Trapezoidal Loads(plf) Vert:12=-89(F=35,B=-35)-to-10=-295(F=-138,B=138),14=0(F=10,B=10)-to-12=-89(F=-35,B=-35) r I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MjTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434018 19866 AG Roof Special Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:21 2017 Page 1 ID:gNP7H 8dgdz27goKcBb5AtyyTfc-Kthu8pc1xYE4DOaB_uOatMuEMILIhJoTSg8BZ6yyQbu I -1-0-0 4-0-9 )t-5-101 8-0-0I I 1-0-0 4-0-9 0-5-1 3-6-6 Scale=1:20.9 5x8 \\ 3x4 II li4 8.00 12 � i d CO le INII 4 2 El ME I I I ' ' I - 1 .10 .............411 13 8 14 7 ►/ JUS24 3x4 JUS24 3x4 = 3x6=6 JUS24 I 4-0-9 I 8-0-0 I 4-0-9 3-11-7 Plate Offsets(X,V)- 12:0-4-7,0-2-81,13:0-1-10.0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.01 8-10 >999 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.14 Vert(CT) -0.01 8-10 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.00 7 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-MP Weight:46 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 3-5:2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. BOT CHORD 2x6 DF 1800F 2.1E MiTek recommends that Stabilizers and re. '- ,il.s:�,■1•.-r3 WEBS 2x4 DF Stud/Std be installed during truss erection,in a ' .�� I� �I:fllr-res Installation guide. `� �GINEf Sri REACTIONS. (lb/size) 2=602/0-5-8,7=684/Mechanical R /L Max Horz 2=143(LC 8) 4G/ -}T Max Uplift 2=-139(LC 8),7=-190(LC 8) 4' 89200PE FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-686/134 BOT CHORD 2-8=-150/517,7-8=154/504 WEBS 3-8=0/320,3-7=624/191,4-7=-255/129 p OREGON\� lv� NOTES- G<0�'4/) . 14,2° ID e2 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; 4/tRR11-A- V 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs EXPIRES: 12/3112017 non-concurrent with other live loads. 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)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. "`�' LL 7)Refer to girder(s)for truss to truss connections. c1 , 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 139 lb uplift at joint 2 and 190 lb uplift at J0 OF WASJrtr, `7i, joint 7. W' ,t9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the Ofrik. '. Cleft end to 6 0 12 to connect trusses)to back face of bottom chord. ' +yam r''•• 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)175 lb down and 138 lb up at 4-6-0,and 211 lb down and 163 lb up at 6-0-12 on top chord. The design/selection of such connection device(s)is the r '� responsibility of others. 51398 tq 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Q. �4GISTER� 44) LOAD CASE(S) Standard s`3/ONALS.146 July 13,2017 i'.nntinued on Dane 2 r 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 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 Mile* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITPII 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434018 19866 AG Roof Special Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:21 2017 Page 2 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-Kthu8pc1xYE4D0aB_uOatMuEMiLIhJoTSg8BZ6yyQbu LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,3-5=-74,2-6=-20 Concentrated Loads(Ib) Vert:8=-51(B)11=-137 12=-173 13=-39(B)14=-60(B) t I 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 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 Niel( is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPN 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 Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434021 19866 AJO1 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:23 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-GGoeZUeHT9UoTKkZ6JR2ynzbQ W2A9Ggmv_dldyyQbs -1-4-0 2-7-13 I 1-4-0 2-7-13 Scale:1"=1' 3 sikEo P R oFes 5 NGI NEF,9 6.0012 8 I' 14.1 89200PE1:37 9r OREGON 2 ,� A. KAMIIMMIOi 49y 1411- 20�.O 1 4 EXPIRES: 12/31/2017 3x4= 2-7-13 2-7-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:10 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=69/0-1-8,2=246/0-5-8,4=27/Mechanical Max Horz 2=84(LC 14) Max Uplift 3=-41(LC 14),2=-69(LC 14) Max Gray 3=76(LC 21),2=248(LC 21),4=44(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-7-1 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. tORRI j L 8 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 44' OF WASJrtr, `tl _Or- �r►;,��IrG'T 111�J Nam- • %7/ � 4 51398,-, k,� 4, , Eg G/sT SS'ONALS July 13,2017 4 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IINI-T!/J rev.10Po3/2015 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 MiT®k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPH 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434022 19866 AJO2 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:24 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-kSM 1 ngevETcf4UJmgoyHV?WkzwFkuj4v8eNsAQyyQbr -1-4-0 2-4-0 5-3-13 1-4-0 2-4-0 2-11-13 Scala=1:18.5 4 ��c o PROFto NGINEF9 s�2 6.001289200PE 9r 3x4 H 14 3 13 ^ OREGON oclv� 12 �: .eb 14 2- .,1 2 4x6= $ 5 4 8 7 EXPI a ES: 12/31/2017 1.5x4 H 3x4= 2-4-0 215- 5-3-13 � 2-4-0 0-1 2-10-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.04 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.59 Vert(CT) -0.07 7 >952 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:19 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr"Except" BOT CHORD Rigid ceiling directly applied. 3-8:2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=147/0-1-8,2=361/0-5-8,5=90/Mechanical Max Horz 2=143(LC 14) Max Uplift 4=-78(LC 14),2=-78(LC 14),5=-9(LC 14) Max Gray 4=172(LC 21),2=370(LC 21),5=96(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-341/62 BOT CHORD 2-8=-178/264 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 5-3-1 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �l '. ` RRILL 7)Refer to girder(s)for truss to truss connections. c1 eg 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. WAS1 `t 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,5. - __ W� . s 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. /� ,�,/ /! 16 • 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'W gypsum ,� �Es O • sheetrock be applied directly to the bottom chord. • V I , rer /1 ,4,, 51398 ' " NAL July 13,2017 t A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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,not111111. 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 Masai( is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434023 19866 AJO3 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:24 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-kSM1ngevETcf4UJmgoyHV?WfnwH9uhov8eNsAQyyQbr -1-4-0 i 2-4-0 5-11-13 i 7-11-13 1-4-0 2-4-0 3-7-13 2-0-0 Scale=1:25.7 5 QEDPROp 1.5x4 �� ►:l - � , ►� ��\� �NGI NEF9 `S/p2 00 12 4 4r 89200PE Ft' 16 1 � ,6 1.5x4 II ; OREGON 14,/ D� 1a 3 G,4 4Y 14,2�\ P} 4, i MFR R 1Lk- 2 '.: °Q $ 1 .sxa = 7 EXPIRES:I8 12/31/2017 IMI 1.5x4 \� M/ 10 9 1.5x4 H 3x4 = I 2-4-0 2-pi8 7-10-5 7-111113 2-4-0 0--8 5-4-13 0-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.14 9 >685 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.22 9 >426 180 TCDL 7.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.06 7 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:30 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied. Except: 3-10:2x4 DF Stud/Std 10-0-0 oc bracing:8-10 WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=65/0-1-8,2=476/0-5-8,7=439/Mechanical Max Horz 2=203(LC 14) Max Uplift 5=-65(LC 1),2=-90(LC 14),7=-151(LC 14) Max Gray 5=12(LC 14),2=492(LC 21),7=488(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-310/0,3-4=-364/54 BOT CHORD 7-8=-186/341 WEBS 4-7=-548/299 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 7-11-1 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. "` ,RRILL 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e� r� 8.q, ,.. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide °9 of WAsj. `7 j will fit between the bottom chord and any other members. , W 8)Refer to girder(s)for truss to truss connections. j� j�� G�� i 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. (byothers) bearingcapablewithstandingupliftjoint(s) except •. 10) Provide mechanical connectionof truss to plate of 100 lb at'oint s 5,2 ti.►� . (jt=lb)7=151. S. • 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5. Ter 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum 6 4, 51398 xy sheetrock be applied directly to the bottom chord. 2,t1.,. �ctsm 2 S'6'1'arrALE �' July 13,2017 miA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434024 19866 AJO4 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 S Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:25 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-CfwP__AfX?mkWieuyDkTW 1 C3yXJkgdAK3M16PityyQbq -1-0-0 1-5-10 1-0-0 1-5-10 Scale=1:10.4 3 8.00 12 ¢ ck<0 P R OFF ��% INER � • E 9'2 d 89200PE 1 „ '"OREGON D, 44Q '0 M P 142O�Q+ 3x4 = 4 FR R 10- EXPIRES: L- EXPIRES: 12/31/2017 1-5-10 1-5-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MP Weight:6 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-5-10 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=168/0-5-8,4=10/Mechanical,3=33/0-1-8 Max Horz 2=69(LC 12) Max Uplift 2=-47(LC 12),3=-24(LC 12) Max Gray 2=168(LC 1),4=23(LC 3),3=35(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 1 LL ov WAS �tfl, Irl_ tom- • s< 1y • 16, 4,,,,51398 :, _�t{wa GISTER46 4r 'WONALV, July 13,2017 i i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mirrek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiTe k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434025 19866 AJO5 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:26 2017 Page 1 I D:gN P7 H_8dgdz27goKcBb5AtyyTfc-hrUn B Wg9m4sN KnT8nR_IaQ b7Gj2 KMdaCbysyEJyyQbp -1-0-0 2-4-0 1 2-11-10 1-0-0 2-4-0 0-7-10 Scale=1:15.4 4 1 vs 1.5x4 II d 3 (CEOPR0res� B.OD ,2 11 4. C.0 NG{NEeR o Ir $9200PE pr lim =1. •2 7 ,OREGON cs ��Q $ ■ 4 -s o /O 4V 141`2.0 Q+ 1 �� 8 7 �`RIR 11-1" „ 1.5x4 I 304 = EXPIRES: 12/31/2017 I 2-4-0 2t5-6 2-11-10 I 2-4-0 0-1-$ 0-6-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.00 8 >999 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.00 8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MR Weight:13 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-8:2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=52/0-1-8,2=224/0-5-8,5=76/Mechanical Max Horz 2=112(LC 12) Max Uplift 4=-28(LC 12),2=-42(LC 12),5=-28(LC 12) Max Gray 4=54(LC 20),2=224(LC 1),5=79(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-1-4,Interior(1)2-1-4 to 2-10-14 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 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)4,2,5. `�"RILL 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. r*� .g.q,� a4$ o�WASFt,, ` ). ,�y. ' ;;,,'W��o �fi /1 4,,51398,40 4,, 4, GISTSg S SS1QNAL' % July 13,2017 t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. III 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/TPN Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434026 19866 AJO6 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:28 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-dEcXcCiQIh64Z5cXvslDfrhSaXgVgX4V3GL3JCyyQbn I -1-0-0I 2-4-0 I 4-5-10 1-0-0 2-4-0 2-1-10 Scale=1:20.4 4 Id okEO PROFe, 11 �N� �r1Gl NEER d/02_,,, B.00 1z 11 �� 89200PE r 3x4 II 4 o, 3 N ,i.OREGON ��Q 11 !II O MFR R I1.�- �14 P-1- 2 r '-x4 = n d '(PIRES: 12/3112017 1 8 7 1.5x4 II 3x4= I 2-4-0 2)5)8 4-5-10 I 2-4-0 0-1-8 2-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.02 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.34 Vert(CT) -0.03 7 >999 180 TCDL 7.0 ert( ) BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied. 3-8:2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=117/0-1-8,2=292/0-5-8,5=85/Mechanical Max Horz 2=157(LC 12) • Max Uplift 4=-73(LC 12),2=-42(LC 12),5=-19(LC 12) Max Gray 4=120(LC 20),2=292(LC 1),5=87(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vu@=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-1-4,Interior(1)2-1-4 to 4-4-14 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 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)4,2,5. R.RILL 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. 8 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum p,/As sheetrock be applied directly to the bottom chord. OF op ffr.47 ..f...,,_"re'6) 14 4-, It �, 51398 k4' Q.t6 .GISTBR SSIONALEG July 13,2017 1 1 - WARNING-Verily 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 ANSIRPII Quality Criteria,D5B-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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434027 19866 AJO7 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:30 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-Zcjl l tjggJMooPmv0H3hkGmkcKJKIRZoWagAN4yyQbl I -1-0-0 I 2-4-0 I 5-11-10 1-0-0 2-4-0 3-7-10 Scale=1:25.9 4 d 89200PE r,vm ts 18 ' M .R RIO,6 3x4 = 1.5x4 II EXPIRES: 12/31/2017 I 2-4-0 21518 5-11-10 I 2-4-0 0-1-8 3-6-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.07 5-6 >982 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.57 VertCT -0.11 5-6 >655 180 TC DL DL 7.0 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 5 n/a n/a BCDL 10,0 Code IBC2015/TP12014 Matrix-AS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied. 3-8:2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=171/0-1-8,2=361/0-5-8,5=102/Mechanical Max Horz 2=202(LC 12) Max Uplift 4=-112(LC 12),2=-44(LC 12),5=-15(LC 12) Max Gray 4=177(LC 20),2=361(LC 1),5=105(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=352/0 BOT CHORD 2-8=-140/278 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-1-4,Interior(1)2-1-4 to 5-10-14 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. `G 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. rwI L�.g' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,5 except(jt=lb) aO�QTA$kl, `il 4=112. G 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. .4'. l0 p 10)This truss design requires that a minimum of 7/16"structural wood sheathingbe applied directlyto the topchord and%"gypsum A%/fr y 9 q PP ' ,L ��, sheetrock be applied directly to the bottom chord. i . • ,..,1 ,,,A 4, 51398,G cy A� GISTE3 SSIONALE� July 13,2017 4 r AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ile1-7479 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notIII 1. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPN Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434028 19866 AJO8 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:31 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-1pHgFDklbcVfQZL6a?awHTJs4kbnlupxlEZjwXyyQbk -1-0-0 2-4-0 7-5-10 I 1-0-0 2-4-0 5-1-10 4 Scale=1:32.6 Id :l �(AO PRO e, 8.00 ,2 Hca ` ..xGINE.,e., �,0• q : �? *fi 7 12 �� 89200PE -pc" 4x4 II a 3 II Ell v ,kr OREGON , , 2 J�cr ng 5x8 M18SHS= Id O V140 PV. + , 2 i „ 87 MFR R I L�- 3x4= 5x4111 EXPIRES: 12/31/2017 I 2-4-0 2-518 7-5-10 2-4-0 0-t-8 5-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) 0.18 5-6 >482 240 MT20 220/195 (Roof Snow--30.0) Lumber DOL 1.15 BC 0.82 Vert(CT) -0.28 5-6 >318 180 M18SHS 220/195 TCDL 7.0 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr*Except' BOT CHORD Rigid ceiling directly applied. 3-8:2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=226/0-1-8,2=431/0-5-8,5=119/Mechanical Max Horz 2=247(LC 12) Max Uplift 4=-150(LC 12),2=-46(LC 12),5=-12(LC 12) Max Gray 4=233(LC 20),2=431(LC 1),5=130(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-476/1 BOT CHORD 2-8=-186/372 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-1-4,Interior(1)2-1-4 to 7-4-14 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `���L 8 7)Refer to girder(s)for truss to truss connections. c� 1.1.' 4 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. $ WAS�y�' `t 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,5 except(jt=lb) J///���-,�,�0� . W 4=150. `it";) /f/�%4,�.lp�f1 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. .4 ��, 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/"gypsum L/ �••' sheetrock be applied directly to the bottom chord. 4:q A�0 ,p 51398 wV A�, CISTER SSIDNALs�G July 13,2017 I WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10Po7/1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not MT • 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 ANSVTPII Quality Criteria,D5B-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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434029 19866 B01 QUEENPOST 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:32 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-V?r2SZlwLwdW2iw18i I59phQr428?BmHs5_uJHSzyyQbj 11-0� 5-4-4 5-4-4 l 4-11-6 4 9-5 1011 -2-0 1-1 0.15 3110 0 4x4 = Scale=1:71.0 7 6 — 8 5 944 3x8�i 43 10 8.00 12 4 1 11 ,r: 12 N 7, ` 13 3 3x6 I 14 • 3x6 II O :' 1111115 :' 1617 rg 2 42 - 1�0� d1���. ,)Kfor .1��. - 18119 d 28 27 8x8 = 3x4 = 3x8 = 3x8= 3x4 = 26 25 24 23 22 21 20 10-3-11 I 30-2-0 I 10-3-11 19-10-5 Plate Offsets(X,Y)- [2:0-8-0,0-0-14],[26:0-4-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.14 28-41 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0.30 28-41 >831 180 TCDL 7.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.03 18 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:221 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std`Except` JOINTS 1 Brace at Jt(s):29,33,35 1 PR o+� 4-26:2x6 DF 1800F 2.1E MiTek recommends that Stabilizers an. r '-, c• be installed during truss erection,in- ..... -.�'d,8;• =R s/O Installation guide. REACTIONS. All bearings 10-1-8 except(jt=length)2=0-5-8. �./� •jT (Ib)- Max Horz 2=-308(LC 10) kc' 89200PE t- Max Uplift All uplift 100 lb or less at joint(s)18,24,23,22,21,20 except 26=-101(LC 12),25=-365(LC 3),2=-212(LC 12) Max Gray All reactions 250 lb or less at joint(s)18,24,23,22,21,20,18 except 26=1142(LC 1),2=1068(LC 1) O Q OREGON tti FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. p� '47 Q'�C. 1& TOP CHORD 2-3=-1395/276,3-4=-1073/205,16-17=-278/119,17-18=-329/170 Q r 14,2 PT BOT CHORD 2-28=-321/1214,26-28=126/982,25-26=168/327,24-25=-168/327,23-24=-168/327, MF t. Q3 22-23=168/327,21-22=168/327,20-21=168/327,18-20=-168/327 c:RR��- WEBS 4-35=-796/275,31-35=816/288,29-31=-865/324,29-32=-860/275,30-32=-928/284, 30-33=-975/295,33-34=-1026/315,26-34=-1051/328,4-28=-38/548,3-28=-406/260 EXPIRES: 12/31/2017 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-3,Interior(1)2-0-3 to 15-1-0,Exterior(2)15-1-0 to 18-1-3 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 �G' 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 Iry ALL. 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs 44) OF WA84 't�, non-concurrent with other live loads. `�F` 4)All plates are 1.5x4 MT20 unless otherwise indicated. „mow I'.��1' �f � % O i 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �.. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • ` I will fit between the bottom chord and any other members. -\ • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18,24,23,22,21, 4',' 20,18 except(jt=lb)26=101,25=365,2=212. �, 51398 c•c 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'W gypsum 0 'IST g� sheetrock be applied directly to the bottom chord. �'s ti), 'SI�NALE� July 13,2017 1 I lit AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I JobTruss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434030 19866 BG Common Girder 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:35 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-waXB4bnper75vAftpgfsRJTWOLyMzTBXgsXx3lyyQbg I1-010 5-5-9 10-3-5 15-1-0 19-10-11 24-8-7 30-2-0 1-0-0 5-5-9 4-9-11 4-9-11 4-9-11 4-9-11 5-5-9 4x6 I I Scale=1:66.6 5 tI 4x4 i 4x4 8.00 12 q 6 i •i 5x8 i 5x8 O 3 7 1 7x16 6 i 7x16 O 2 A .■ .. A '` �� nIII u' . II ll lM 11 II I I i Ig 13 18 12 19 20 11 21 22 10 23 24 9 25 26 4x12 II JL210 8x8 = JL210 10x10= MUS26 8x8 = HUS26 4x12 II Special JL210 JL210 MUS26 MUS26 HUS26 HUS26 I 5-5-9 I 10-3-5 I 15-1-0 1 19-10-11 I 24-8-7 30-2-0 I 5-5-9 4-9-11 4-9-11 4-9-11 4-9-11 5-5-9 Plate Offsets(X,Y)— 12:0-4-13,Edgel,14:0-0-8,0-1-81,16:0-0-8,0-1-81,18:0-4-13,Edgel,19:0-7-12,0-2-01,F10:0-3-8,0-4-121,111:0-5-0,0-7-81,112:0-3-8,0-4-121,113:0-7-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.17 9-10 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.24 9-10 >999 180 TCDL 7.0 Rep Stress lncr NO WB 0.94 Horz(CT) 0.04 8 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MS Weight:464 lb FT=20% BCDL 10.0 g LUMBER- BRACING • - TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD 2x10 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF St-d/Std12,3-*Except* WEBS 1 Row at midpt 6-11 �G�0) PR Opk-c,u.6-10,7-9,4-12,3-13:2x4 DF No.1&Btr GINE REACTIONS. (lb/size) 8=8721/0-5-8,2=2933/0-5-8 ���� �N FR Q� Max Horz 2=300(LC 24) Max Uplift 8=-1968(LC 9),2=-1161(LC 8) 89200PE -9r' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4683/1923,3-4=-4411/1841,4-5=-4236/1591,5-6=-4236/1591,6-7=-7176/2083, 7-8=12053/2955 BOT CHORD 2-13=-1693/3824,12-13=-1693/3824,11-12=-1488/3589,10-11=-1581/5892, O OREGON It 9-10=-2363/9984,8-9=-2363/9984 �L, // {k A. WEBS 5-11=-1614/4239,6-11=-4188/1001,6-10=-913/4661,7-10=-5038/1064,7-9=-937/5305, <O 'QY 14 2.0 • # 4-11=-662/656,4-12=-759/443,3-12=-378/253 AIc OK NOTES- 'y,`R R 10- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. EXPIRES: 12/31/2017 Bottom chords connected as follows:2x10-2 rows staggered at 0-3-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)Alt 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=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate ORIULL,is 7.4 grip DOL=1.60 ,,�� F WASJrt., 7 4)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �� O W l�, 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs j. .,ss�'j,; .- t<tr non-concurrent with other live loads. fly; -A 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ! . will fit between the bottom chord and any other members. --;,,r 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,.p 51398 sV� 8=1968,2=1161. 0.,0 -e0 9$9 9) Use USP JL210(Wdh 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 8-0-12 from the left end to 14-0-12 to connect truss(es)to back face of bottom chord. -'''.0 sjONALV" 10) Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 16-0-12 from the left end to 20-0-12 to connect truss(es)to back face of bottom chord. 11) Use USP HUS26(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 22-0-12 from July 13,2017 1nntiha*ldf BIaa IF t1-0-12 to connect tnts5(pv)to hack fa/:e of bottom chord 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 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434030 19866 BG Common Girder 1 Job Reference(optional) Parc Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:35 2017 Page 2 I D:g N P7H_8dgdz27goKcBb5AtyyTfc-waXB4bnper?5vAftpgfsRJT WOLyMzTBXgsXx3lyyQbg NOTES- 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2610 lb down and 377 lb up at 27-11-4 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) Veil:1-5=-74,5-8=-74,2-8=-20 Concentrated Loads(Ib) Vert:10=-295(B)12=130(B)18=121(B)19=128(B)20=-138(B)21=-295(B)22=-295(B)23=-1839(B)24=-1839(B)25=-1839(B)26=-2610(B) 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,not110111 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 ANSITfPl1 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434031 19866 CO1 KINGPOST 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:37 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-syfxVHo3ASFp8UoGwFhKWkYwE9msRaXg7A027AyyQbe f 1 0 0I 6-5-3 10-3-0 I 20-6-0 21-6-0, 1-0-0 6-5-3 3-9-13 10-3-0 1-0-0 4x4= Scale=1:49.3 6 5 7 8.00 112 3x8 334 8 34 , 2iLIIIIiiimg3 14 1 6 21 20 . 3x4 = 3x4= 3x4= 3x4 = 19 18 17 16 15 653 I 20-6-0 I 6-5-3 14-0-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) 0.05 21-28 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.26 Vert(CT) -0.08 21-28 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 29 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:126 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* JOINTS 1 Brace at Jt(s):23 3-19:2x6 DF 1800F 2.1E MiTek recommends that Stabilizers and re. ' vs, 4 r[, be installed during truss erection,in a • :ip� rC i. . it- Installation guide. �\C � GINE -Rs`s/0 REACTIONS. All bearings 8-2-8 except(jt=length)2=0-5-8. i (Ib)- Max Horz 2=-215(LC 10) -j7 Max Uplift All uplift 100 lb or less at joint(s)17,16,15,13 except 2=-136(LC 12),19=-110(LC 12), 89200PE 18=-111(LC 13) Max Gray All reactions 250 lb or less at joint(s)18,17,16,15,13,13 except 2=707(LC 1),19=662(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 10 Cr TOP CHORD 2-3=-783/100,3-4=258/100OREGON 4, BOT CHORD 2-21=-95/622,19-21=-96/619 G v\p` 1� WEBS 3-24=-645/286,23-24=-536/218,23-25=-604/266,22-25=-615/250,19-22=-633/266, rO 'Q r 14,20 T 3-21=0/280 All R I LL 6P NOTES- 1)Wind:ASCE 7-10;Vuf=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-3-0,Exterior(2)10-3-0 to 13-3-0 zone; EXPIRES: 12/31/2017 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. " , 4)All plates are 1.5x4 MT20 unless otherwise indicated. t L .7,4 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. WAS4ti `i 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide a/ 0 `W ��{+ will ft between the bottom chord and any other members. -' ,(,//f/= � 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17,16,15,13,13 s< rte- c -A except(jt=lb)2=136,19=110,18=111. / ~ 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/'gypsum sheetrock be applied directly to the bottom chord. r v0 44' Ile?e‘tk,s�OO5N1S3AT9L � s July 13,2017 4 r A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,D58-89 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434032 19866 001 Common Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:40 2017 Page 1 I D:gNP7 H_8dgdz27goKcBb5AtyyTfc-GXK471rxTNdN?xXq cOE 18NAW kMsHeyVGp8FikVyyQbb -1-0-0I 6-4-8 1 12-9-0 13-9-0 1-0-0 6-4-8 6-4-8 1-0-0 4x4= Scale=1:29.9 6 /1 5 7 8.00 12 I diiIlIlIIiIih . 8 Y Y II 10 n cS� El WWWWW4T47 1 11 11 I$ 3x4 = 18 17 16 15 14 13 12 3x4 = I 12-9-0 12-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 11 n/r 120 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 11 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 10 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-S Weight:66 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required - - 'r. be installed during truss erection,in actor• ._ 'il M'rb% Installation guide. s`.T0._ -Peon REACTIONS. All bearings 12-9-0. �� N,GINEF ,� (Ib)- Max Horz 2=141(LC 11) 2 Max Uplift All uplift 100 lb or less at joint(s)2,10,16,17,18,14,13,12 Max Gray All reactions 250 lb or less at joint(s)2,10,15,16,17,18,14,13,12 89200PE 9< FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; -y ,v OREGON to MWFRS(envelope)gable end zone and C-C Comer(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 6-4-8,Corner(3)6-4-8 to 9-4-8 zone; G 'if..r O+�Q` 1� cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; 14,2 Lumber DOL=1.60 plate grip DOL=1.60 QjPT 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry �R R,L\-• Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs EXPIRES: 12/31/2017 non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�' �� 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide r� 8 will fit between the bottom chord and any other members. N9 Q,j , W l'If> f- 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,10,16,17,18, S �� 14,13,12. Al, �r!.: O i•- rt'/ ..6 Azk' il 4, 51398 ki OAS ACISTEW f' sSIONAL� G July 13,2017 t I Man A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE IW/-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Wick®connectors.This design is based only upon parameters shown,and is for an individual building component,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 ANSVTPII 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434033 19866 F01 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:41 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-kkuSLesaEhlEd561951Ghajagm4hNMkQ2o_FGxyyQba I -1-0-0 I 6-11-8 { 9-10-8 13-11-2 1-0-0 6-11-8 2-11-0 4-0-10 Scale=1:28.2 2.00 12 5 co • Ia 4 3x8 3 Ni 21 Y v N - �� N 20 p r Y n 1 2 I Mow I I ....... 7 5x6=6 3x6= I 9-10-8 I 13-11-2 I 9-10-8 4-0-10 Plate Offsets(X,Y)- 12:0-4-4,Edael,113:0-1-12.0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.16 7-19 >729 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.46 Vert(CT) -0.34 7-19 >336 180 TCDL 7.0 Rep Stress Ina YES WB 0.23 Horz(CT) 0.01 7 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:43 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and re. • - Ts•0".r7 OTHERS 2x4 DF Stud/Std be installed during truss erection,in a stti� o . it-rF` Installation guide. \CO 40iNP4, O/p REACTIONS. (lb/size) 5=133/0-1-8,2=518/0-5-8,7=646/Mechanical 9 y Max Horz 2=114(LC 10) -9 Max Uplift 5=-65(LC 14),2=-153(LC 10),7=-220(LC 14) • 89200PE Max Gray 5=168(LC 21),2=533(LC 21),7=768(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-917/203 BOT CHORD 2-7=-270/896 -/ OREGON �4/ WEBS 3-7=961/290,4-7=328/188 G 4 Y N iQ : 14 2P\ P+ 1)Wind:ASCE 7-10;Vult=14Omph(3 second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;OTES- ��RR��-`" MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-10-6 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 EXPIRES: 12/31/2017 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs RRILL non-concurrent with other live loads. c1 q 6)All plates are 1.5x4 MT20 unless otherwise indicated. 44$) ox WAS/it `ilk 7)Gable studs spaced at 1-4-0 oc. `W 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0,0 %. ��9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide +' %!-: : digp will fit between the bottom chord and any other members. �:�� - 10) Refer to girder(s)for truss to truss connections. 11) Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. , •;r 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) .p 51398 it " 2=153,7=220. 0 �'CISTEg� 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5. v's Cj 14)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and A"gypsum SIONALEl`l sheetrock be applied directly to the bottom chord. July 13,2017 1 , Mal. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK 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 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434034 19866 F02 Monopitch 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:42 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-DwSgY sC??t5EFhDjoHVDoGlaAQw6pzZHSkooOyyQbZ I -1-0-0 l 6-11-8 9-10-8 13-11-2 1-0-0 6-11-8 2-11-0 4-0-10 Scale=1:28.2 2.00 12 5 <n 1.5x4 II 13 Id' 6 4 1.5x4 _ 3 12 - v w r; N r A N 11 V 2 1 Mood S 7 5x6=6 3x6=I 9-10-8 13-11-2 I 9-10-8 4-0-10 Plate Offsets(X,Y)- 12:0-4-4,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.16 7-10 >729 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.46 Vert(CT) -0.34 7-10 >336 180 TCDL 7.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.01 7 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:40 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and re. ' - it's l l;:ii r be installed during truss erection,in ac %i� r. Ir-rt Installation guide. (yINF s/ REACTIONS. (lb/size) 5=133/0-1-8,2=518/0-5-8,7=646/Mechanical C;� cc., Ed �* Max Horz 2=114(LC 10) w 17_,. Max Uplift 5=65(LC 14),2=-153(LC 10),7=-220(LC 14) ‘-C"--- 89200PE Max Gray 5=168(LC 21),2=533(LC 21),7=768(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-917/203 BOT CHORD 2-7=-270/89617, A_.41 14,2°OREGON to WEBS 3-7=-961/290,4-7=-328/160 . '11. 1`, ,�IP 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; M�RR I1.�- MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-10-6 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 EXPIRES: 12/31/2017 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _`ALL 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �l� ,Q will fit between the bottom chord and any other members. WAS 7)Refer to girder(s)for truss to truss connections. .4'N9 O� `V0, tett, 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. a /// ti�, p 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) --e G ,. 2=153,7=220. 's/ , 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum ,`',r sheetrock be applied directly to the bottom chord. 51398 1:,a��'�-orsrel� w s`SIONAL"�G July 13,2017 ( 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 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 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW 1(3434035 19866 GO1 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:43 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-h60CmKtgml?ysPGPH Wokm?o0?atRrlciV6TMLgyyQbY -1-0-0I 10-3-4 20-6-8 1-0-0 10-3-4 10-3-4 Scale=1:35.2 PER ICC CODES(IRC/IBC),TPI 1 AND REFERENCED BCSI, FLAT BOTTOM CHORD GABLE TRUSSES ARE NOT TO BE INSTALLED ADJACENT TO SCISSOR TRUSSES. 4x4 = 8 9 4.00 12 7 J 286 ri Y 1029 5 e ■ 11 27 0 4 ■ r 30 12 d 3 : 13 31 26 I 14 2 1' o G 8 3x4 = 25 24 23 22 21 20 19 18 17 16 15 3x4= 5x6 = I 20-6-8 I 20-6-8 Plate Offsets(X,Y)— 120:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 1 n/r 120 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.06 Vert(CT) 0.00 1 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 14 n/a n/a BCLL 0.0 ' Code IBC2015/TPI2014 Matrix-S Weight:88 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and re. • ,vs 4 v=4 be installed during truss erection,in a agi& i. . Ir-rS g Installation guide. �`Ca ��(jI NEeR (9/- REACTIONS. All bearings 20-6-8. 2 (Ib)- Max Horz 2=79(LC 14) yr Max Uplift All uplift 100 lb or less at joint(s)2,14,21,22,23,24,25,19,18,17,16 except 15=-112(LC 15) 89200PE f' Max Gray All reactions 250 lb or less at joint(s)2,14,20,21,22,23,24,19,18,17,16 except 25=332(LC 1),15=359(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 13-15=-267/237p OREGONt IA�Q NOTES- G7Q -4/k 1 Q 2S)N 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; FRR�� ^ � �� MWFRS(envelope)gable end zone and C-C Comer(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 10-3-4,Comer(3)10-3-4 to 13-3-4 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry EXPIRES: 12)31/2017 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. _`�� Ll 6)All plates are 1.5x4 MT20 unless otherwise indicated. r� a4.4 7)Gable requires continuous bottom chord bearing. 4, di WAS 8)Gable studs spaced at 1-4-0 oc. ,�{i 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �,�'%.�`lO 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '�+'':` l will fit between the bottom chord and any other members. mar '�� i 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,14,21,22,23, 24,25,19,18,17,16 except(jt=lb)15=112. r i "o k,51398� qa sSrQxatr���' July 13,2017 i I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not1111 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 ANSIITPIl 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434036 19866 G02 SCISSORS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:45 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfWV7zBOv4IwFg5iPoOxgCrQuDENOkJ1 G?zPyTPjyyObW -1-0-0 7-6-3 I 10-3-4 I 13-0-5 I 20-6-8 1-0-0 7-6-3 2-9-1 2-9-1 7-6-3 Scale=1:35.5 4x4 =- 4 4 4.00 I12 1.5x4 es 1.5x4 3 5 15 r'-' ''' 16 0 (.5 siiiiiiii' 17 14 7x8= 0 2 6 r' N N /.. ell r= Id o 5x6= 2.00 12 5x6- I 10-3-4 I 20-6-8 I 10-3-4 10-3-4 Plate Offsets(X,Y)- 17:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.31 7-10 >807 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.71 Vert(CT) -0.56 7-10 >441 180 TCDL 7.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.23 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:69 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and re. ' - s., be installed during truss erection,in a - .04 +. ir-r 1 Installation guide. 5 NGINFf /O REACTIONS. (lb/size) 6=964/0-5-8,2=1041/0-5-8 c R 2 Max Hoa 2=79(LC 14) Max Uplift 6=-210(LC 11),2=-263(LC 10) '� 89200PE �' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3709/799,3-4=-2984/537,4-5=-2985/546,5-6=-3721/769 BOT CHORD 2-7=-755/3537,6-7=-678/3550 © OREGON�� �t(Q WEBS 4-7=-262/1743,5-7=-883/376,3-7=-849/365 NOTES- �`/O A:1' 14 S + 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; �� MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-3-4,Exterior(2)10-3-4 to 13-3-9 zone; MFR R L�- 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 EXPIRES: 12/31/2017 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 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide _`��ALL will fit between the bottom chord and any other members. c� r�" 8s 7)Bearing at joint(s)6,2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify J� OF WASH,, 1 capacity of bearing surface. W8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Jr, !:, 0`l 6=210,2=263. / / • 9)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and W gypsum �• ' %a►', , sheetrock be applied directly to the bottom chord. i(f ,e1 /k 51398 w� �A� �C/STEg� ss1ONAL'&) July 13,2017 1 ) 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 properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434037 19866 JA01 Jack-Closed Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:46 2017 Page 1 I D:g N P7 H_8dgdz27goKcBb5AtyyTfc-5hh LOMvi 2 DOXj s_ye L ROeQV4ntB2gX9C3i0x9yyQbV -1-4-0 2-7-13 6-0-0 1-4-0 2-7-13 3-4-3 Scale=1:13.7 3 h li 6.00 12 8 m 2 7 - - - - o 1 ♦ 9 4 JUS24JUS24 3x4 = I 2-7-1 2-7-113 6-0-0 I 2-7-1 0-0-12 3-4-3 Plate Offsets(X,V)- [2:0-0-4,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.18 Vert(CT) -0.06 4-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:14 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and re.Stabilizers ' -ti-tivs`;;;„i ` be installed duringtruss erection,in a i. it Installation guide. Co � FE GIN /O REACTIONS. (lb/size) 3=104/Mechanical,2=266/0-5-8,4=59/Mechanical C:.3" 2 Max Horz 2=84(LC 10) 1.4.1 -g Max Uplift 3=-35(LC 10),2=-64(LC 10) 89200PE Max Gray 3=111(LC 17),2=268(LC 17),4=93(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- -y A_OREGON </,/� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; 4. -.1,9 O'�p` 1'� MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate O )/ 14,2 QT grip DOL=1.60 MFR R 10- Q' 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. ALL 9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the c1 r" �jg left end to 4-0-12 to connect truss(es)to front face of bottom chord. J0 OF WAS.t, `t), 10) Fill all nail holes where hanger is in contact with lumber. W t6 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). dirk:�� .; �.A LOAD CASE(S) Standard '��� fF.��,YJ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 - ,,,:j Uniform Loads(plf) "d1 51398 � ty� Vert:1-3=-74,4-5=-20 Concentrated Loads(Ib) OA � ISTER �t�, Vert:9=1(F)10=-21(F) -srdv I�TAL1v�GS� July 13,2017 4 I mi. AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7I73 rev.10/03/I015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434038 19866 JA02 Jack-Closed 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:48 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-14p5p1 xzareFyA8N43NvT3WpZbXDWaORfNB701yyQbT -1-4-0 5-3-13 I 6-0-0 1-4-0 5-3-13 0-8-3 Scale=1:18.5 3 D P R OFF�1rSa NGINEFR /o 89200PE r 6.00 ,2 10 .°. 1111111111.11.111.11° /OREGON Ix 4/4 9 '10qy 20\ P+ 8 SFR R14 I � rr 2111111111. F i EXPIRES: 12M/2017 ld 1 ,/ 4 3x4 = 5-3-13 6-0-0 5-3-13 0-8-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.04 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.08 4-7 >843 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:18 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=171/Mechanical,2=366/0-5-8,4=69/Mechanical Max Horz 2=143(LC 14) Max Uplift 3=-98(LC 14),2=-78(LC 14) Max Gray 3=200(LC 21),2=376(LC 21),4=103(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 5-3-1 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. _`��ILL 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum 1�" 1. sheetrock be applied directly to the bottom chord. 4"� Ov WASxt>, `."7l, 4,,,51398 `10 w� `10 •CIST s S1ONALS1,1G July 13,2017 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. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434039 19866 JA03 Jack-Closed 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:49 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-VGNTONybL8m6aKjZdnv8?G2yE?sZF1GbulwgYUyyQbS -1-0-0 6-0-0i 7-11-13 1-4-0 6-0-0 1-11-13 Scale=1:25.9 4 - 77 V�Ep PR Opt, 3 c5 ANG'NEER s/p* 6.0012 i:�1 �" 89200PE 9r" 11 ;) 10 ' REGON X44/ 9 <O 11' 14 2C), P4 � RRILV- r 2 $ 1 EXPIRES: 12/31/2017 OM &t 3x4 = 5 I 6-0-0 I 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.06 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.27 Vert(CT) -0.11 5-8 >674 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:22 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=203(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-160(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=397(LC 21),3=316(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vu@=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 7-11-1 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. ttn"`G' L 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) kVq 3=160. 4� oV WAS114:44>' >' 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. Q" t{ C Lt' 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum Q ' err-, ? vr S, sheetrock be applied directly to the bottom chord. h r,,5.' 9,y s ,fir ',P 51398 we �A�, 'GIST? OW s'IO NAL� � July 13,2017 4 I MIMI WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434040 19866 JA04 Jack-Closed 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:51 2017 Page 1 I D:gN P7 H_8dgdz27goKcBb5AtyyTfc-Sf V ER3zrtmOggdtylBxd5h8l JoXMjxmu L LPndMyyQbQ -1-0-0 I 5-11-10 8-0-0 1-0-0 5-11-10 2-0-6 3 Scale=1:25.6 8.00 ,2 <<,ckEp PRope, 44../ �NGI N4-„ �p2 9 89200PE 9r 8 'ir ,�OREGON �Q 1 2 � M r 14 2-�Q'l- ►� FRRIL�- 4 3x4 = EXPIRES: 12/31/2017 5-10-14 5-1 r10 8-0-0 1 5-10-14 0-d-12 2-0-6 Plate Offsets(X,Y)— r2:0-4-3,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.11 4-7 >844 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.38 Vert(CT) -0.24 4-7 >390 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:22 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=206/Mechanical,2=380/0-5-8,4=84/Mechanical Max Horz 2=202(LC 12) Max Uplift 3=-134(LC 12),2=-41(LC 12) Max Gray 3=213(LC 20),2=380(LC 1),4=136(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l4Omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-10-14 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)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)2 except(jt=lb) _` TL 0RRi 3=134. c1 lr�" q. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum ,Y p. WAS?,,, 7J sheetrock be applied directly to the bottom chord. -Oa /aro,}'WG, I, • rO7o ,I,A 51398 k,, ,t, GISTE ' s810NALS July 13,2017 1 , WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. ��• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPN 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434041 ' 19866 JA05 Jack-Closed 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:51 2017 Page 1 I D:gNP7H_8dgdz27goKcBb5AtyyTfc-SNE R3zrtm0ggdtylBxd5h8F Vo WXjxmu LLPndMyyQbQ -1-0-0 7-5-10 -0-0l 1-0-0 7-5-10 -6-6 3 Scale=1:31.0 a.00 12 ���EO PROpk- 9 ,N., ANG' NEF9 ,©� Cr- 89200PE 9< 8 tr - ,�OREGON X04 N. z I '4 I' 14 20Nc:kP+ 1 i MRRI0- 4 3x4 ' ' EXPIRES: 12/31/2017 I 7-5-10 $-0-o1 7-5-10 b-6-6 1 Plate Offsets(X,Y)- [2:0-2-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) 0.16 4-7 >593 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.29 4-7 >327 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:25 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=249/Mechanical,2=434/0-5-8,4=98/Mechanical Max Horz 2=247(LC 12) Max Uplift 3=173(LC 12),2=-47(LC 12) Max Gray 3=257(LC 20),2=434(LC 1),4=140(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-4-14 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)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)2 except(jt=lb) 3=173. 1r„Raj L ks 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum ,v cif WASN,, 1 sheetrock be applied directly to the bottom chord. , -70,j$ fit+ 40'0;01='-'.- G; .� 0169° :;70G5N11SA3T9L8' a�S � July 13,2017 t t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434042 19866 JA06 Jack-Closed 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:52 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-wr3cfP_Te38gRnS8JvSsdvgPsCrjSO01a?9K9pyyQbP -1-0-0 I 8-0-0 18.11-10 1-0-0 8-0-0 0-11-10 4 Scale=1:36.7 1.g d ,R\EO PROpec, 6.00 ,2 <tr� NGINEF9 /p?' 10 4 89200PE r S 9 p ,to,OREGON �� �ICI� <0 Y1420 P+ 2 0 1 ►=� 5 3x4 EXPIRES: 12/31/2017 l 8-0-0 I 8-0-0 Plate Offsets(X,Y)- 12:0-2-0.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) 0.20 5-8 >484 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.33 5-8 >286 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:27 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=292(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-213(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=456(LC 1),3=309(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 8-10-14 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) r*rj Bq 3=213. 44 e' WAS `'f>, 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum / j j#' . p �. sheetrock be applied directly to the bottom chord. r41 • . • Ter 1 As.51398 ka °A.A. 0ISTSg e' SIONALV-- July 13,2017 I i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 ANSUTPN 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434043 19866 JA07 Jack-Closed 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:52 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-wr3cfP_Te38gRnS8JvSsdvgPsCrjS001a?9K9pyyQbP -1-0-0 I 8-0-0 10-5-10 1-0-0 8-0-0 2-5-10 4 5 � Scale=1:42.2 lit co P R Ore, eco NGI NEF ``4.) c� '4 2 4 � �.c. 89200PE 9r a ¢ 77..00 ,�OREGON � �lV�7O gr1420� P4 ' r 6 3x4 EXPIRES: 12/31/2017 I 8-0-0 I 8-0-0 Plate Offsets(X,V)- 12:0-2-0.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) 0.20 6-9 >482 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.33 6-9 >286 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 5 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 Matrix-AS Weight:30 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,4=0-1-8,3=0-1-8. (Ib)- Max Horz 2=336(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,2,4 except 3=-246(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=456(LC 1),3=353(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-4-14 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,3. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2,4 except �I� j.L 8 (jt=lb)3=246. J� 04 WAS 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,3. /�, -M 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum • ,C/ r '. �:14' sheetrock be applied directly to the bottom chord. . r�i;� Ter "0� �, 51398 {a�44, �CISTER� SSIDNALS1-1G July 13,2017 1 I - A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW 1(3434044 19866 JA08 Jack-Closed 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:53 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-01c sl?5PNGX3x1Kscz5A6DabcAyBgGBpfuuhFyyQbO -1-0-OI 8-0-0 i 11-11-10 1-0-0 8-0-0 3-11-10 5 Scale=1:47.5 I2 dr 4 345I PRoFFs 8.00NEF,, `��O �� 89200PE r ^c8 Co ,OREGON �4, 10 `O '4' 14 .2-()N P4 1 2 , ''FRRIL'- ca 6 3x4 i EXPIRES: 12/31/2017 I 8-0-0 I 8-0-0 Plate Offsets(X,Y)- 12:0-2-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) 0.20 6-9 >480 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.33 6-9 >286 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:32 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,4=0-1-8,3=0-1-8. (Ib)- Max Horz 2=381(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5 except 4=-108(LC 12),3=-246(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=456(LC 1),3=353(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=279/252 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-10-14 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. "`�"tel'L 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,3. rlv $q 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) J' ) �.WAS `7l, 4=108,3=246. /-.=‘, . , 1�1 �e � 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,3. f���, A 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'W gypsum ,[I' f=J. , sheetrock be applied directly to the bottom chord. \._ i• , r '40 4'4'05 ,�51398 c41 fsf, SISTER SSIONALE�� July 13,2017 1 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 5111-7473 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,notMIT a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW 1(3434045 19866 JA09 Jack-Closed 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:54 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-sEAM450kAhOOh5cXQKUKiKIILOWAwH WK1 JeREhyyQbN 11-0-01 8-0-0 13-5-10 1-0-0 8-0-0 5-5-10 6 Scale=1:53.8 Id s 4 8.00 12 D�� PROFFs�`� C \AGIN o 12:„„ .189200PEa 11 ,,OREGON �lV 9Y 144s`1°N 2 11/ R1:110- 7 3x4- EXPIRES: 12/31/2017 8-0-0 8-0-0 Plate Offsets(X,Y)— 12:0-2-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) 0.20 7-10 >478 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.33 7-10 >286 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:35 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)6=Mechanical,2=0-5-8,7=Mechanical. (Ib)- Max Horz 2=426(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,5 except 4=-113(LC 12),3=-246(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,7,4,5 except 2=456(LC 1),3=353(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-333/295 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-4-14 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,3. IORRILL 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) 4s9 �v WASJsr,, 7� 4=113,3=246. fi 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5,3. � A�� -,� lO 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum ;Ei f(( ( sheetrock be applied directly to the bottom chord. • rir� it. 4, 51398 kra ISTES . 'SI0NALS July 13,2017 t I WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434046 19866 JA10 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:54 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-sEAM450kAhOOh5cXQKUKiKIILOWAwHWK1 JeREhyyQbN 71-01 8-0-0 14-10-5 1-0-0 8-0-0 6-10-5 7 Scale=1:58.9 6 • Id 5 4`%�v PROFFS • 8.00 12 4 13 ` NG I N EFVViOA_ 3 do 89200PE r - OREGON lv 12 '70.i..41)' 14 2-°N 1 2RP- RRIL�- 8 3x4 EXPIRES: 12/31/2017 8-0-0 8-0-0 Plate Offsets(X,Y)- f2:0-2-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) 0.20 8-11 >477 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.33 8-11 >286 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 7 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:37 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)7=Mechanical,2=0-5-8,8=Mechanical. (lb)- Max Horz 2=468(LC 12) Max Uplift All uplift 100 lb or less at joint(s)7,6 except 4=-113(LC 12),5=113(LC 12),3=-246(LC 12) Max Gray All reactions 250 lb or less at joint(s)7,8,4,5,6 except 2=456(LC 1),3=353(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-383/336 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 14-9-9 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. _`F. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6,3. 1�" j L 8,4 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,6 except(jt=lb) v' 4-c WAS `il, 4=113,5=113,3=246. �a G' 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5,6,3. /• ►'-'= 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum .e z' 0 �- sheetrock be applied directly to the bottom chord. . • (17 r0¢+� 4,.,51398 � GIST v, ' SSIONALS�G July 13,2017 t r AWARNING-VarHy 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,not161. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPN Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434047 19866 JA11 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:55 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-KQkIHROMx_WFI FAj_1 OZFXIw5PsPfkITGzN?m7yyQbM r1-0-o1 8-0-0 13-5-10 1-0-0 8-0-0 5-5-10 6 Scale=1:53.8 M Ia 5 4 ��ED PROFFss B.OD ,2 12 NGINE�9 /�2 3 4i 1 /rte 89200PE pr c-3 „ OREGON tk ��Q �O -9y 14 20�p"� g 2 • mpingi lin `SFR R I0- 3x4.i EXPIRES: 12/31/2017 I 8-0-0 I 8-0-0 Plate Offsets(X,Y)— 12:0-2-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) 0.20 7-10 >478 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.33 7-10 >286 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:35 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)6=Mechanical,2=0-5-8,7=Mechanical. (lb)- Max Horz 2=426(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,5 except 4=113(LC 12),3=-246(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,7,4,5 except 2=456(LC 1),3=353(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-333/295 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.Il;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-4-14 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. ”`V' 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,3. �l� i.L j1q. 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) ,v IJF WAS?, '71, 4=113,3=246. `W t{y 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5,3. �� Vii% �1� p 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum ,L /f(. - • _ sheetrock be applied directly to the bottom chord. tflit I vO�O � 98� 4{ra A� Crs ' 4'4, JulyLs July 13,2017 t I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 51//-7473 rev.10/03/2015 BEFORE USE. 1 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/TPN quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434048 19866 JA12 Jack-Closed 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:56 2017 Page 1 ID:gNP7H 8dgdz27goKcBb5AtyyTfc-ocl7Um1_ile6wOlvYlXoolr5rpCeOB?dVd7YlayyQbL 11-0-9 8-0-0 15-0-4 1-0-0 8-0-0 7-0-4 7 Scale=1:59.5 6 Id 5 13 • PROFFS 8.00 ,2 4 • NGtNEF9 s/ 3 � • 9 _ 89200PE r OREGON 1). kJ' 12 -�G<O '7-1r 14 20 Q} 1 2 MERR I L�- a 3x4 EXPIRES: 12/31/2017 8-0-0 8-0-0 Plate Offsets(X,Y)— f2:0-2-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) 0.20 8-11 >477 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.33 8-11 >286 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 6 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:37 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,8=Mechanical. (Ib)- Max Horz 2=470(LC 12) Max Uplift All uplift 100 lb or less at joint(s)except 4=113(LC 12),5=-102(LC 12),6=-112(LC 12),3=-246(LC 12) Max Gray All reactions 250 lb or less at joint(s)8,4,5,6 except 2=456(LC 1),3=353(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-386/337 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(,)2-0-0 to 15-0-4 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `�RRILL 6)Refer to girder(s)for truss to truss connections. `c�1 r*" B 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6,3. .44$ .WASIN, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 113 lb uplift at joint 4,102 lb uplift at r G joint 5,112 lb uplift at joint 6 and 246 lb uplift at joint 3. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5,6,3. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum sheetrock be applied directly to the bottom chord. lt*O 4.51398 4v vs, " 1ONALti July 13,2017 1-IttM f --- - r AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not1111 " a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPN Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434049 19866 JA13 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:56 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-od7Um l_ile6wOlvYlXoolr5rpCeOB?dVd7YlayyQbL /1-0-9 8-0-0 14-11-10 1-0-0 8-0-0 6-11-10 7 Scale=1:59.3 6 I2 5 F.op PROP 8.00 ,2 4 13 . c...;... �NGW EF,y `�/py 3 4 :� $ 89200PE r OREGON ,, 12cr �L�O-74V 14 2C�PCo 4 r 1 2 4i$• RRlL- B 3x4 i EXPIRES: 12/31/2017 1 8-0-0 I 8-0-0 Plate Offsets(X,Y)— 12:0-2-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) 0.20 8-11 >477 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.33 8-11 >286 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 7 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)7=Mechanical,2=0-5-8,8=Mechanical. (Ib)- Max Horz 2=471(LC 12) Max Uplift All uplift 100 lb or less at joint(s)7,6 except 4=-113(LC 12),5=-113(LC 12),3=-246(LC 12) Max Gray All reactions 250 lb or less at joint(s)7,8,4,5,6 except 2=456(LC 1),3=353(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=387/340 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 14-10-14 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=30.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. `�uLL 8 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6,3. `�0, .q. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,6 except(jt=lb) ,,1r' Oe WAS9-„ ` ), 4=113,5=113,3=246. [�, �V 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5,6,3. e -,/ ,-JW 1., or'Q 1 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum �4 r- sheetrock be applied directly to the bottom chord. / \ . y'/ r1+ 4, 51398 wa qAM, .&GIST W .4' ssIQNALV, July 13,2017 t r AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMg a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434050 19866 JA14 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:57 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-GpsVi62cTcmzYYK65S21KyNHxDR57eFmjHs5gOyyQbK -1-0-0 I 2-4-01 8-0-0 p-11-10I 1-0-0 2-4-0 5-8-0 '0 11-10 5 Scale=1:38.3 4 8.00 12 �S���NGINIE WO 13 q �'V 2„9 89200PE r 4x4 II 3 ri C OREGON lV4 2000,0„0.700 AI r � l-x8 M18SHS = L/0� 'n1o41V\ 4 ' ii 96 FR R RA' 3x4 = 1.5x4 II EXPIRES: 12/31/2017 I 2-4-0 2-pre 8-0-0 I 2-4-0 04-8 5-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) 0.25 6-7 >379 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.93 Vert(CT) -0.38 6-7 >251 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied. 3-9:2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,4=0-1-8. (Ib)- Max Horz 2=292(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,2,6 except 4=-190(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6 except 2=459(LC 1),4=288(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-528/0 BOT CHORD 2-9=-215/413 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-1-4,Interior(1)2-1-4 to 8-10-14 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ELL 8 7)Refer to girder(s)for truss to truss connections. c� q, 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 44$ O. WAS1rr, >, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2,6 except , � Ct' (jt=lb)4=190. .f = r 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. �i��* 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord andgypsum •. �/ W " sheetrock be applied directly to the bottom chord. • r0 4, 51398 �4w� 6 OAS, �G/STER- ,c s'S'IONALV, July 13,2017 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. 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 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 ANSIRPI7 Quality Craerla,DSB-89 and BCSI Building Component 250 KIag 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434051 19866 JA15 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:58 2017 Page 1 I D:g N P7H_8dgdz27goKcBb5AtyyTfc-I?QtvS3E Evug9ivlf9ZGtAwSidnKs5VwyxcfNSyyQbJ 1-1-0-0 1 2-4-0 8-0-0 10-1-8 1015-10 1-0-0 2-4-0 5-8-0 2-1-8 0-4-� Scale=1:42.2 5 6 ,7I 6 PROF 89200PE r 4x4 II • CC 1aSx8M18SHS =10 9 3x4= 1.5x4 11 EXPIRES: 12/31/2017 1 2-4-0 2-f,8 8-0-0 1 2-4-0 0-T-8 5-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) 0.25 7-8 >378 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.93 Vert(CT) -0.38 7-8 >251 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.08 7 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied. 3-10:2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,5=0-1-8,4=0-1-8. (Ib)- Max Horz 2=336(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,7,5 except 4=-223(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,7,5 except 2=459(LC 1),4=332(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-528/0 BOT CHORD 2-10=-217/415 NOTES- 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-1-4,Interior(1)2-1-4 to 10-4-14 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. _�G LL ts 7)Refer to girder(s)for truss to truss connections. rs" .g. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,4. ,, ) ,-v WAS 71, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7,5 except /_� (jt=lb)4=223. / ° /f ' * �p 1'0 C+�A 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,4. ,r c.(4, , 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and "gypsum ;/ sheetrock be applied directly to the bottom chord. • �� �` a 11,, 4,,51398 4y .4� • crsTsR . ' S'1ONAL�•° July 13,2017 t r a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE ANI-7473 rev.1010312015 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 building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434052 19866 JA16 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:58 2017 Page 1 I D:gNP7 H_8dgdz27goKcBb5AtyyTfc-I?QNS3EEvug9ivlf9ZGtAwSidn Ks5VwyxcfNSyyQ bJ r140401 2-0-0 8-0-0 11-11-10 1-0-0 2-4-0 5-8-0 3-11-10 5 Scale=1:50.0 I5', 8.00 12 134 ccft\tO PR Op: ��0 29 89200PE < 4x4 H 3 2 44et Ri L OREGON �4/ gI 1 E�y5x8 M18SHS= 6 6 'O "Y 14 2, - 3x4 = ,.5x4 SFR R I LA-gP EXPIRES: 12/31/2017 I 2-4-0 218 8-0-0 I 2-4-0 0-1-8 5-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) 0.25 6-7 >377 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.93 Vert(CT) -0.38 6-7 >251 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.08 6 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:34 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied. 3-9:2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,4=0-1-8. (Ib)- Max Horz 2=381(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6 except 5=-108(LC 12),4=-275(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6 except 2=459(LC 1),4=403(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-528/0,3-4=-255/242 BOT CHORD 2-9=-219/417 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-1-4,Interior(1)2-1-4 to 11-10-14 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �L =c� 7)Refer to girder(s)for truss to truss connections. O 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. WASk `'t 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) IJF/ �V� ?' 5=108,4=275. iro';.� r' �f� 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. --e ��s . 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum �`/ sheetrock be applied directly to the bottom chord. rcli 11 4, 51398,0 wa OAS 4CIST w . ' SS/ONALV'.16 July 13,2017 I 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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,irec1111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434053 19866 JZO1 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:59 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-DB_F7o4s?DOhnsUUDt4VPNTIK1KubY13BbLCvvyyQbl -1-4-0 2-7-13 i 3-6-8 1-4-0 2-7-13 1-0-11 s<C�Ep PROF4.0 Scale:1"=1' �ca 0A I N Ec9 /02p 3 '11, 89'OOPE I' 6.00 12 9 �O EGON /�£, �O -9Y 14,?0' tifF I LL 2 EXPIRES: 1 „ 4 3x4 = 5 1-11-12 2-7-1 2-7-93 3-8-8 1-11-12 0-7-5 0-0-12 1-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.08 Vert(CT) 0.00 8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:11 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.l&Btr TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=62/Mechanical,2=222/0-5-8,5=80/0-5-8 Max Horz 2=84(LC 14) Max Uplift 3=-44(LC 14),2=-79(LC 14) Max Gray 3=68(LC 21),2=224(LC 21),5=145(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-7-1 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. ALL a� o wASI 0Fir `�f�� Arp vdry�p p 51398„.0 <q • GISTEg ' SSI�NALE � July 13,2017 t ! AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7479 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434054 19866 JZ02 Monopitch 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:24:59 2017 Page 1 ID:gNP7H8dgdz27goKcBb5AtyyTfc-DB_F7o4s?DOhnsUUDt4VPNT131 KSbYm3BbLCvvyyQbl -1-4-0 3_7-0 3.8 1-4-0 3-7-0 0-1 1 1.5x4 I 1 Scale=1:14.6 5 4 1.5x4 II • 6.00 12 ,2 3 ri ���EO PROpk:o GINEFjk5R > 89200PE 9r 2 $I ' 974. 4, Al OREGON os 144;Old ,/ 7 6 /O Y 14 2.33' �, 1.5x4 �FR 8 1.5x4 11 3x4= EXPIRES: 12/31/2017 1-11-122-8I 3-7-0 1-11-12 0-2-12 1-4-8 00-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) 0.00 11 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.10 Vert(CT) 0.00 8-11 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.06 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:16 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=154/0-5-8,8=293/0-5-8 Max Horz 2=108(LC 14) Max Uplift 2=-26(LC 10),8=-105(LC 14) Max Gray 2=154(LC 1),8=324(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 3-8-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) 8=105. LL 44,9 oo WAS.k t1>, Fx ; • '61 � 51398 w� �A4, �f+STBR� ' ssIONAL��G July 13,2017 t 1 mit AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE1191-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPN 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434055 19866 JZO3 Monopitch 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:25:00 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AlyyTfc-hOXeK84UIX8YPO3gnabkyb?w4QgmK?RDQF5IRLyyQbH -1-4-0 2-8-8 1-4-0 2-8-8 Scale:1"=1' 4 1.5x4 H 3 6.00 12 10 �E11 p PR OFFs ���5 �GNGINEFR 2 , 89200PE ■ $I - ■ 1 5pGi 7i'REGON4 14 °Nt* ,`& -41M O MFRR 10,- e'+ 3x4= 6 1.5x4 II EXPIRES: 12/31/2017 2-2-8 2-8-8 2-2-8 0-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) l/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=212/0-5-8,6=141/0-5-8 Max Horz 2=84(LC 14) Max Uplift 2=-58(LC 14),6=-44(LC 14) Max Gray 2=212(LC 1),6=152(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-8-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. ,BRILL 6 a? ov WM414, fi -f_ fs,< : • v� • "e/ 4.,51348 4k` srQNALE14- July 13,2017 t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7173 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeklb connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPN 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434056 19866 JZO4 Rafter 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:25:01 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfo-9a50YU57WgGPOAetK16zVoY4gq093SEMevqJznyyQbG 2-1-0 I 2-1-0 Scale=1:7.1 3 6.00 12 ED 2 '; PR°FF . �c?\���c 4GI NEF9 sio2 r . is9F! 89200PE Q 4 �I OREGON As <0 V1420p;3- 3x4 = `�FRR IL�- EXPIRES: 12/31/2017 2-1-0 0-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 5 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-MP Weight:4 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=223/0-5-8,4=-54/Mechanical Max Horz 2=42(LC 14) Max Uplift 2=-89(LC 14),4=-76(LC 20) Max Gray 2=223(LC 1),4=34(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Solid blocking is required on both sides of the truss at joint(s),2. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. L.L 8,q � oo WAS4F-4 51398 c A� 01STEg SS1QNALE�G July 13,2017 4mei 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not1111. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434057 19866 SA01 Jack-Closed 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:25:01 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-9a50YU57WgGPOAetKI6zVoY5Rg013SEMevqJznyyQbG -1-0-0 l 1-5-10 2-0-0 1-0-0 1-5-10 0-6-6 Scale=1:10.3 3 w 8.00 12 ;0, ‘? PROF`" GiNee t.12 2 89200P 7OREGON Ott, -/Y 14 2° P+ ,1 4 MFR R I Lk-0 3x4= EXPIRES: 12/31/2017 1-5-10 2-0-0 1-5-10 0-6-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=171/0-5-8,4=15/Mechanical,3=36/Mechanical Max Horz 2=69(LC 12) Max Uplift 2=-45(LC 12),3=-22(LC 12) Max Gray 2=171(LC 1),4=31(LC 3),3=38(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuk=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 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)2,3. oRRILL 44) of WAst '�fl QT /v. I rr. fi� rO� � 51398 �a • OAS, FCISTEg� �' SSIONALS July 13,2017 t t a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434058 19866 SA02 Jack-Closed 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:25:02 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc dmfOIg61H8PGeJD3u?eC105G?ELIovUVtZasWEyyQbF -1-0-0 I 2-0-0 2-11-10 1-0-0 2-0-0 0-11-10 Scale=1:15.5 3 8.00 12 8 �e_0 PROFFss o �c„�S �CNFF9 G�N /02 ct 89200PE -Ar 2 ¢I II ,1► L ,,OREGON D5 (% o 1 Y14 2 P-�- ►1 MqFRRi��-0 4 3x4= EXPIRES: 12/31/2017 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.07 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=80/Mechanical,2=207/0-5-8,4=41/Mechanical Max Horz 2=112(LC 12) Max Uplift 3=-60(LC 12),2=-41(LC 12),4=-11(LC 12) Max Gray 3=83(LC 20),2=207(LC 1),4=43(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-10-14 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)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)3,2,4. ORRILL, 41° o WAS1 W `7?, 11> 6 4, 51398 k,, CGsi SIONALS*O July 13,2017 1 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI-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,notMIT 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 ANSVTPII 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 19866 WESTWOOD HOMES-79TH AVE 30#SNOW K3434059 19866 SZO1 Jack-Open Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.120 s Jun 22 2017 MiTek Industries,Inc. Thu Jul 13 16:25:02 2017 Page 1 ID:gNP7H_8dgdz27goKcBb5AtyyTfc-dmfOlg61H8PGeJD3u?eC 105GBEMNovUVtZasWEyyQbF -1-0-0 1-0-0 2-0-0 Scale=1:12.2 3 8.00 12 <<- EO PR OFFS C;3 �NOI '7" `S/OyT� `t- 89200PE 2 0 Q ���j�j��j��° �j�j�������►��j y OREGON kJ. 1 4O r14 2° P+ � 3x4 = EXPIRES: 12/31/2017 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 1 n/r 120 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 1 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-P Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=56/2-0-0,2=187/2-0-0,4=20/2-0-0 Max Hors 2=86(LC 12) Max Uplift 3=-47(LC 12),2=-44(LC 12) Max Gray 3=60(LC 20),2=187(LC 1),4=40(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Comer(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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. lv�'`�" LL 4 a� oo WAS '4l, r 41.1111: 0� k 51398 c' 0�, 'GIST? `VONAL'alCi July 13,2017 / A WARNING-Verily 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 building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTe k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,058-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury In = Dimensions are in ft-in-sixteenths. wilio„ Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 2. Truss bracing must be designed by an engineer.For 0-/1g >021 4 wide truss spacing,individual lateral braces themselves ❑ may require bracing,or alternative Tor I I ❑ bracing should be considered. ■_ O 3. Never exceed the design loading shown and never a0 Ali d stack materials on inadequately braced trusses. I— p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 C6-7 C5-6 H designer,erection supervisor,property owner and plates 0- ' /'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each — This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint — required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that /1 Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, 9 or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. ■ MO reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. IIIIII_0 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ramI ANSI/TP11: 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. a is not sufficient. BCSI: Building Component Safety Information, e los, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015