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Plans (6) 1309/o 5W 1(0511'14V Mei 2v - DU Zg man por Tek' MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 20850 20850 POLYGON NW-6373A-ENG REVIVAL 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: K4532578 thru K4532667 My license renewal date for the state of Oregon is December 31,2019. •<(-1 O PR Opt.` �� %NEFR /o 89200PEcc 4,OREGON\t„$4,0 /O -9y 14 20 MERRII.�-0 April 24,2018 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532578 20850 A01 Flat 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:16 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-liwAa6lcriMaUmEiAz8It3Eq4Y0wPJnb4AlrQ0zNcilb I 6-8-11 I 13-1-14 I 19-7-1 I 26-3-12 6-8-11 6-5-3 6-5-3 6-8-11 Scale:1/4"=1' 4x4 II4x6= 8x8 = 4x6= 4x4 II t 6a 10 6a 6a 2 6a 6a 6I : ISa fl 6a 4 6a ISa 11 6a ►r4 I .. 4/\ /X.1 i 9 12 13 8 14 15 7 16 17 6 ' 10x10 M18SHS= 3x4= 7x6= 10x10 M18SHS= I 8-10-7 I 17-5-5 I 16-3-12 I 8-10-7 8-6-15 8-10-7 Plate Offsets(X,Y)— 13:0-4-0.0-4-81,f5:Edoe,0-3-81,17:0-3-0,0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.09 7-8 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.37 Vert(CT) -0.21 7-8 >999 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.08 6 n/a n/a BCLL 0.0 • Code IBC2015/TP12014 Matrix-AS Weight:182 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X6 DF SS G TOP CHORD 2-0-0 oc purlins(4-9-15 max.):1-5, except end verticals. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 2-9,4-6 2-9,4-6:2x4 DF No.1&Btr REACTIONS. (lb/size) 9=2758/Mechanical,6=2758/0-1-12 (req.0-2-15) Max Horz 9=239(LC 9) Max Uplift 9=-828(LC 8),6=-828(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-480/195,2-3=2824/824,3-4=-2824/825,5-6=-480/195 BOT CHORD 8-9=-883/2497,7-8=-1062/3216,6-7=-828/2497 WEBS 2-9=3254/1016,2-8=-168/969,3-8=-653/291,3-7=-652/291,4-7=-168/999, 4-6=3254/1016 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 26-2-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 t1G 3)Provide adequate drainage to prevent water ponding. ```'D PR R Open 4)All plates are MT20 plates unless otherwise indicated. t(, t� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \Gj ��G�N E.9 /O 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 wideN. ,7 2 will fit between the bottom chord and any other members,with BCDL=10.0psf. �/ 9 7)A plate rating reduction of 20%has been applied for the green lumber members. - 89200PE 8)WARNING:Required bearing size at joint(s)6 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) 1 - 9=828,6=828. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum - OREGON �(/� sheetrock be applied directly to the bottom chord. L. 4, \t1 1� 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /Q �)' 14 2° i' 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ' MERRIO-e'. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 24,2018 Continued an oaae 2 it it ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mi�" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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,Sate 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532578 20850 A01 Flat 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:16 2018 Page 2 I D:hi P FTAkm_8HQAGV9ASS W KjzOr?n-H WAa61 cdjVJaUmEiAz8lt3Eg4YOwPJ nb4AIrQOzNglb LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-5=-174(F=-110),6-9=-38(F=-18) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not '^ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-88 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532579 20850 A02 Flat 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:17 2018 Page 1 I D:h i P FTAkm_8 H QAG V9AS S W Kj zO r?n-16 ky Ke d F U p R R6vp u kg g X P G maxi S 8 r1 I Jq U OyrzN q l a 6-8-11 I 13-1-14 I 19-7-1 I 26-3-12 6-8-11 6-5-3 6-5-3 6-8-11 3x4= 5x6= 3x4= Scale=1:49.2 VI_ 10 6a 6a 2 6a 61 15zZ1 1:40 IRI 6a 6a 4 6a 6a 11 6ZI _ ,l �( :i \/\6/ A: ,1 Ci II 1111 LI 12 13 8 14 15 7 16 17 9 6 5x6= 3x4 = 5x8= 5x6 = I 8-10-7 I 17-5-5 I 26-3-12 8-10-7 8-6-15 8-10-7 Plate Offsets(XV)— 13:0-3-0,0-3-01,l5:Edge,0-1-81,[7:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.15 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(CT) -0.27 8-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:162 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-5, 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 1-9,5-6,2-9,3-8,3-7,4-6 REACTIONS. (lb/size) 9=1093/Mechanical,6=1093/0-1-12 Max Horz 9=-324(LC 8) Max Uplift 9=-366(LC 8),6=-366(LC 9) Max Gray 9=1119(LC 2),6=1119(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-888/262,3-4=-888/262 BOT CHORD 8-9=-415/751,7-8=-436/975,6-7=-337/751 WEBS 2-9=1125/410,2-8=38/511,4-7=-38/511,4-6=1125/410 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 26-2-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2Eti PR ok- 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 `�` C? N C(0 will fit between the bottom chord and any other members,with BCDL=10.0psf. ..Co N F O 6)Refer to girder(s)for truss to truss connections. 'Z? ?i 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. ky .7 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Q 89200P E 1' 9=366,6=366. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • rte' Q OREGON 4,-9L/6 --9 y 14 Za�P4 MERRILL EXPIRES: 12-31-2019 April 24,2018 i t N A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �; building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing „ek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532580 20850 A03 Flat 1 1 Job Reference(optional) . Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:18 2018 Page 1 I D:h1PFTAkm_8HQAGV9ASSWKjzOr?n-DIIKX_etF7ZIk304HOBmyUJFrL5UtleuYUEyVHzNgIZ 6-8-11 13-1-14 I 19-7-1 26-3-12 6-8-11 6-5-3 6-5-3 6-8-11 Scale=1:57.5 2 4 r n R! n -z4= Kb 3 n Q ti 10 13 9 14 a 15 7 16 6k 5x6= 3x4 = 5x6= 3x4 = 5x6 =- 1 1 6-8-11 I 13-1-14 I 19-7-1 I 26-3-12 I 6-8-11 6-5-3 6-5-3 6-8-11 Plate Offsets(X,Y)— F3:0-4-0,0-3-0J.I5:Edge,0-1-81,F8:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.06 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.10 9-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.02 6 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 2-0-0 oc purlins(6-0-0 max.):1-5, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF No.1&Btr*Except* WEBS 1 Row at midpt 1-10,5-6,2-10,3-9,3-7,4-6 2-9,4-7,3-8:2x4 DF Stud/Std REACTIONS. (lb/size) 10=1093/Mechanical,6=1093/0-1-12 Max Horz 10=408(LC 8) Max Uplift 10=-394(LC 8),6=-394(LC 9) Max Gray 10=1163(LC 2),6=1163(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-642/239,3-4=-642/239 BOT CHORD 9-10=-441/663,8-9=-411/838,7-8=-411/838,6-7=-311/642 WEBS 2-10=-1124/391,2-9=-50/563,3-9=-354/191,3-7=-354/191,4-7=-50/563, 4-6=1124/391,3-8=0/331 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 26-2-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �Ep PR OFF 3)Provide adequate drainage to prevent water ponding. s 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \Gj� N "G2101::n s/O2 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 • `� 7T • will fit between the bottom chord and any other members,with BCDL=10.Opsf. -yam 6)Refer to girder(s)for truss to truss connections. : Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532581 20850 A04 Flat 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:19 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-hVsikKfVOQh9LDzHr5i?VhsQVIRjcku2n8zV1 jzNglY 6-8-11 I 13-1-14 I 19-7-1 I 26-3-12 I 6-8-11 6-5-3 6-5-3 6-8-11 Scale=1:57.5 YII 6a 11 6a 6a a 6a „„ ill ,5,, 6a [RI4 sa 6a 12 6a II :1 18 10 13 9 14 B 15 7 16 6k 6x6= 3x4 = 5x6= 3x4 = 6x6 =- I I 6-8-11 I 13-1-14 19-7-1 I 26-3-12 I 6-8-11 6-5-3 6-5-3 6.8-11 Plate Offsets(X,V)— 13:0-4-0,0-3-01,f5:Edge,0-3-81,18:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.06 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.10 9-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.02 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:196 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-5, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF No.1&Btr*Except* WEBS 1 Row at midpt 1-10,5-6,2-10,3-9,3-7,4-6 2-9,4-7,3-8:2x4 DF Stud/Std REACTIONS. (lb/size) 10=1093/Mechanical,6=1122/0-1-12 Max Horz 10=408(LC 9) Max Uplift 10=-394(LC 8),6=455(LC 9) Max Gray 10=1163(LC 2),6=1186(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-642/239,3-4=-642/239 BOT CHORD 9-10=-441/663,8-9=-411/838,7-8=-411/838,6-7=-311/642 WEBS 2-10=1124/391,2-9=-50/563,3-9=354/191,3-7=-354/191,4-7=-50/563, 4-6=-1124/391,3-8=0/331 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 26-2-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 \;1,Ep PR OFF S 3)Provide adequate drainage to prevent water ponding. ,<, 0- 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ALO SNAGI NEF9 /� 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 , 2 will fit between the bottom chord and any other members,with BCDL=10.Opsf. ./ '9 6)Refer to girder(s)for truss to truss connections. 4' 89200 P E r 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 8)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at joint(s)except(jt=lb)P p p G ) '`�'• 10=394,6=455. L •• ► • 9)This truss design requires that a minimum of 7/16”structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. -7, OREGON 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. - ,7,9 0a1� ' 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)67 lb down and 96 lb up at Q Y 14, 2, fiZr 26-2-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. Mca., 11,1 -6,RILA- LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 24,2018 Continued on Daae 2 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notlill a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532581 20850 A04 Flat 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:19 2018 Page 2 ID:hiPFTAkm_8HQAGV9ASS WKjzOr?n-hVsikKfVOQh9LDzHr5i?VhsQVlRjcku2n8zV1jzNglY LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-5=-64,6-10=-20 Concentrated Loads(Ib) Vert:5=-29 4 •r• WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTele ake is always required for stability and to prevent collapse 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532582 20850 A05 Jack-Closed 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:20 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-AhQ4yff7nkg0zNYTPpDE1 uOX49hgL8EB?aj3Z9zNgIX I 6-8-11 I 13-1-14 I 19-7-1 I 26-3-12 6-8-11 6-5-3 6-5-3 6-8-11 5.00 126 7 Scale=1:71.9 3�-_- 1 3x4% 16 3x4 % 15 4 3x4 o 4x4 2 3x6 II ;go& 1 : ?.I 13 12 17 18 11 19 10 98 3x6= 3x4= 3x4 = 4x8= 3x4= 1 8-10-7 I 19-7-1 I 26-3-12 I 8-10-7 10-8-10 6-8-11 Plate Offsets(X,Y)— 19:0-2-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.33 10-12 >953 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.64 Vert(CT) -0.75 10-12 >412 180 TCDL 7.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.05 9 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:169 lb 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*Except* WEBS 1 Row at midpt 6-9,2-13,3-10,5-9 6-9:2X6 DF SS G REACTIONS. (lb/size) 13=1084/Mechanical,9=1114/0-1-12 Max Horz 13=586(LC 11) Max Uplift 13=-248(LC 14),9=-388(LC 14) Max Gray 13=1122(LC 20),9=1377(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=259/145,2-3=-1490/367,3-5=-806/252,6-9=-349/184 BOT CHORD 12-13=-628/1366,10-12=-469/1092,9-10=-299/667 WEBS 2-13=1443/275,3-12=95/425,3-10=-650/335,5-10=152/785,5-9=1167/395 NOTES- 1)Wind:ASCE 7-10;Vu@=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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 26-3-12 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=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �� P R FF 3)Unbalanced snow loads have been considered for this design. O 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ((, is 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 �5o �NGI NEs•,, S/� will fit between the bottom chord and any other members,with BCDL=10.Opsf. U' /lj 6)A plate rating reduction of 20%has been applied for the green lumber members. Q� :9200P E 9� 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9.9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 00,...0 13=248,9=388. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. OREGON �G/ '1y14' Zot* k MFRR ILL EXPIRES: 12-31-2019 April 24,2018 I 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,not . a Miss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532583 20850 A06 Jack-Closed 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:21 2018 Page 1 ID:hiPFTAkm BHQAGV9ASSWKjzOr?n-etzT9?glY2ytbX7fzWkTa6xivZ1?3bcLESSc6czNglW 6-8-6 13-1-4 I 19-6-2 I 26-2-8 6-8-6 6-4-14 6-4-14 6-8-6 5.0012 6 7 Scale=1:71.6 3,- 3x4 % 16 3x4 % 5 15 4 3x4 0 4x4 2 14 3x6 II 1 :: oif y — 13 12 17 18 11 10 19 g8 3x6= 3x4= 3x4= 4x8= 3x4= I 8-10-0 I 19-6-2 I 26-2-8 I 8-10-0 10-8-2 6-8-6 Plate Offsets(X,Y)— 19:0-2-4,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.32 10-12 >968 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.64 Vert(CT) -0.74 10-12 >417 180 TCDL 7.0 Rep Stress lncr YES WB 0.72 Horz(CT) 0.05 9 n/a n/a BCLL 0.0 • Code IBC2015/TP12014 Matrix-AS Weight:168 lb 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*Except* WEBS 1 Row at midpt 6-9,2-13,3-10,5-9 6-9:2X6 DF SS G REACTIONS. (lb/size) 13=1080/Mechanical,9=1110/Mechanical Max Horz 13=584(LC 11) Max Uplift 13=-247(LC 14),9=-387(LC 14) Max Gray 13=1118(LC 20),9=1371(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=258/145,2-3=1482/365,3-5=-802/251,6-9=-347/184 BOT CHORD 12-13=-625/1358,10-12=-467/1086,9-10=-298/663 WEBS 2-13=-1436/274,3-12=-95/422,3-10=-647/333,5-10=-151/781,5-9=-1161/394 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 26-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �,Ed P R_FF 3)Unbalanced snow loads have been considered for this design. ()Fess 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 \GJ� ANG INEZ. sip will fit between the bottom chord and any other members,with BCDL=10.Opsf. ,C C . * 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 89200 P E• 1 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 13=247,9=387. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �ilW ?" 024.1. sheetrock be applied directly to the bottom chord. Q cc- -72- -7OREGON , 4/ G/4')- 14 Zo��}" FRR10- EXPI RES: 12-31-2019 April 24,2018 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 20850 POLYGON NW-6373A-ENG REVIVAL K4532584 20850 A07 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:22 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASS WKjzOr?n-64XrNLhNJL4kChhswEFi6JUgKyLRo38UT6C9e2zNgIV -2-4-122.5-8 I I 7-10-12 13-7-7 1--49-11 18-6-8 I 23-8-2 28-9-11 I 34-2-12 2-4-12 2-5-8 5-5-4 5-8-12 4-1-14 5-1-9 5-1-9 5-5-1 Scale:3/16"=1' 5x8 \\ 3x4 H 3x8 = 4x6 = 3x6 = 3x4 II 6 5 27R, ba 7 sa rsa 28 Iso 8 6zt s� 10 tsn ma is 5.00 t2 I 3x4 di,K, m c •e 1� '&10001 8x16 M18SHS 4x49t = 18 17 29 16 15 14 % 13 12 2.7512 4x12 II 3x8 = 3x4 II 4x6 3x6 = 6x6= 3x4 II 4x6= 1 2-5-8 1 7-10-12 1 12-2-0 113-7-71 18-6-8 1 23-8-2 I 28-9-11 I 34-2,12 I 2-5-8 5-5-4 4-3-4 1-5-7 4-11-1 5-1-9 5-1-9 5-5-1 Plate Offsets(X.Y1— 12:0-3-12,0-2-81,15:0-3-8,Edael,f17:0-8-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.25 17-19 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.56 17-19 >736 180 M18SHS 220/195 TCDL 7.0 Rep Stress Ina: NO WB 0.70 Horz(CT) CT) 0.21 12 n/a n/a BCLL 0.0 * Code IBC2015ITP12014 Matrix-MS Weight:477 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X6 DF SS G*Except* TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, 1-6:2x4 DF No.1&Btr except end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-11. BOT CHORD 2X6 DF SS G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-21:2x4 DF No.1&Btr WEBS 1 Row at midpt 10-12 WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 12=3872/0-1-12 (req.0-2-5),2=3214/0-5-8 Max Horz 2=310(LC 7) Max Uplift 12=-1116(LC 7),2=-841(LC 6) Max Gray 12=4379(LC 25),2=3542(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=11650/2697,3-4=8750/2101,4-5=7297/1916,5-6=-876/230,5-7=-6812/1811, 7-8=-6812/1811,8-10=-3625/976,11-12=-471/157 BOT CHORD 19-20=-2682/10415,17-19=-2144/8024,16-17=-1901/6771,15-16=-1555/5781, 13-15=-1555/5781,12-13=-981/3625,2-20=-2758/10753 WEBS 5-17=-168/1050,4-19=-143/976,4-17=-1638/401,7-16=-1435/441,10-13=-561/2513, 5-16=-702/190,10-12=-5235/1344,8-15=0/283,8-16=-443/1712,8-13=-3180/846, 3-20=-279/1298,3-19=-2410/595 NOTES- c1 nn 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ��``0u PR OFA-, Top chords connected as follows:2x4-2 rows staggered at 0-3-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. C . ANG I N E9 /� Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,exceptifnoted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 29 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Q 89200 P E r 3)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;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate 4111,./.11°11:N grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 5)Unbalanced snow loads have been considered for this design. �! OREGON L(/ 6)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs G , fi Z b'�� non-concurrent with other live loads. /Q qY 4 0 P 7)Provide adequate drainage to prevent water ponding. Vo 8)All plates are MT20 plates unless otherwise indicated. R R I L\- 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide EXPIRES: 12-31 2019 will fit between the bottom chord and any other members. 11) A plate rating reduction of 20%has been applied for the green lumber members. April 24,2018 40NM( Id N Bdte2fuired bearinn Size at ioint(s)12 greater than input hearing size ith ®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 20850 POLYGON NW-6373A-ENG REVIVAL K4532584 20850 A07 ROOF SPECIAL GIRDER 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:22 2018 Page 2 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-64XrN LhNJL4kChhsWEFI6JUgKyLRo38UT6C9e2zNgIV NOTES- 13) 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. 14) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)12=1116,2=841. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1594 lb down and 436 lb up at 14-4-11 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:1-2=-64,2-5=-64,5-6=-64,5-27=-64,11-27=-174(F=-110),20-29=-20,12-29=-38(F=-18),20-22=-20 Concentrated Loads(lb) Veil:6=-1500(F) __ 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 Ml lek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532585 20850 A08 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:24 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-2Sfbol ierzKRS_rEeelACkZCem?fGxDnwPhGixzNglT 12 4-12 2-5-8 8-0-8 I 12-2-0 1,3-2-9 18-5-11 1?-2-14 23-5-7 28-8-6 I 34-2-12 2-4-12 2-5-8 5-7-0 4-1-8 -0-0 5-3-11 8-9 4-3-3 5-2-14 5-6-6 4x4% Scale:3/16"=1' 5.0012 4x4= 3x4 I I 8 3x4 = 7 29sa sa 9 6zl 621 ro10 39501 sa I1 3x6% � n 3x4% 28 6 5 Wiz. 3x4%:.tloiisiiio...27 v' 4 g ro � 3x8 % 26 3 25 2 �Li' f}° 1 .ice a Z 20 19 16 15 32 3314 13 34 35 3x4 II 4x4= 17 12 5x12 = 10x10 = 4x6= 5x6= 3x12= � 1.5x4 II 4x4= 5287411-111-IS = I 2-5-8 I 8-0-8 1 12-2t3-2-0 18-5.11 I 26-0-14 I 34-212 I 2-5-8 5-7-0 4-1-8 1-0-0 5-3-11 7-7-3 8-1-14 Plate Offsets(X.Y- 118:0-5-8.0-2-121,f20:0-4-4,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.27 19-20 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.89 Vert(CT) -0.56 19-20 >733 180 M18SHS 220/195 TCDL 7.0 Rep Stress Ina YES WB 0.79 Horz(CT) 0.23 12 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:215 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 DF No.1&Btr*Except* 2-0-0 oc purlins(4-10-2 max.):7-11. 2-20:2X6 DF SS G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 11-12,9-13,10-12,6-15 6-16,15-18:2x4 DF No.1&Btr,3-20:2X6 DF SS G REACTIONS. (lb/size) 12=1460/0-1-12 (req.0-1-15),2=1625/0-5-8 Max Horz 2=402(LC 11) Max Uplift 12=-393(LC 11),2=399(LC 14) Max Gray 12=1789(LC 29),2=1941(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5852/1048,3-4=-4192/708,4-6=-3165/633,6-7=-2103/553,7-9=-1840/588, 9-10=-1331/438 BOT CHORD 19-20=1313/5173,18-19=947/3825,15-16=-71/271,13-15=481/1563,12-13=-332/1042, 2-20=1355/5414 WEBS 7-15=-12/377,9-15=-156/769,9-13=-854/294,10-13=-202/1036,10-12=1790/452, 6-18=-117/902,15-18=694/2534,6-15=1423/344,3-20=117/717,4-19=0/384, 3-19=1363/377,4-18=1160/282 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; oL D PR Opt MWFRS(envelope)gable end zone and C-C Exterior(2)-2-4-12 to 1-0-5,Interior(1)1-0-5 to 19-2-4,Exterior(2)18-5-11 to 23-5-7 `�(,`` L`nstS' zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions Gj ANG N�`'7 /O shown;Lumber DOL=1.60 plate grip DOL=1.60 7 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ''G 9 3)Unbalanced snow loads have been considered for this design. Q 9200P T-- 4) ' 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 25.0 psf on overhangs _Ih4......,- ---..., non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. Cr 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -9 A_OREGON �(/ 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 L- "� ,fib' will fit between the bottom chord and any other members,with BCDL=10.Opsf. /Q `9Y 14 2P �-4 F' 9)A plate rating reduction of 20%has been applied for the green lumber members. p ' 10)WARNING:Required bearing size at joint(s)12 greater than input bearing size. �� R IL`- 11) Bearing at joint(s)2 considers parallel to grain value using ANSI/-PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. EXPIRES: 12-31-2019 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 12=393,2=399. April 24,2018 Continued on oaae 2 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 11111 Design valid for use only with Mrreke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Niek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 20850 POLYGON NW-6373A-ENG REVIVAL K4532585 20850 A08 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:24 2018 Page 2 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-2Sfbo 1 ierzKRS_rEeelACkZCem?fGxDnwPhGixzNgIT NOTES- 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"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. 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 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/TM Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532586 20850 A09 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:26 2018 Page 1 I D:hi P FTAkm_8 H QAG V9AS SW KjzOr?n-_m M DjkuNaa9hl?d13KeH 9eYAahrkso40jANnpzNgl R 23-11-14 1 -2-4-12 1 2-5-8 1 8-0-8 1 12-2-0 13-2-9 18-5-11 19-2-1. 23-5-7 23-8-11/4 28-8-6 1 34-2-12 1 2-4-12 2-5-8 5-7-0 4-1-8 1-0-0 5-3-11 01-8-9 4-3-3 0-'34 4-8-8 5-6-6 0-30 Scale=1:66.9 5.00 12 9 10 1.5 ,> 4x4 3x4 II 7 28 , ,-_ 4x4 = 6a sa 12 3x4% al tri e 3x4 '9 31 6 5 1- 3x4%27 4 _, g 05 0444 3x8---=-Aill 3 26 d i;` ir_ n 2 J d 21 20 17 16 32 3315 14 34 35 13 3x4 II 4x4= 18 3x12' '` 12 5x8 M18SHS= 5x12= 10x10 = 4x6= 5x6== 1.5x4 II 1 2-5-8 1 8-0-8 1 12-24".1__18-2-Q 18-5-11 I 26-0-14 34-2-12 I 2-5-8 5-7-0 4-1-8 h-04 5-3-11 7-7-3 8-1-14 Plate Offsets(X,Y)— 18:0-4-0,0-3-01.119:0-5-8,0-2-121.121:0-4-4,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.26 18 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.85 Vert(CT) -0.55 20-21 >750 180 M18SHS 220/195 TCDL 7.0 Rep Stress Ina' YES WB 0.73 Horz(CT) 0.23 13 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:224 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 DF No.1&Btr*Except* 2-0-0 oc purlins(5-8-14 max.):7-12. 2-21:2X6 DF SS G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std'Except* WEBS 1 Row at midpt 12-13,8-14,11-13,6-16 6-17,16-19:2x4 DF No.1&Btr,3-21:2X6 DF SS G REACTIONS. (lb/size) 13=1456/0-1-12,2=1614/0-5-8 Max Hors 2=464(LC 11) Max Uplift 13=-360(LC 11),2=407(LC 14) Max Gray 13=1547(LC 29),2=1893(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5644/1132,3-4=-4117/747,4-6=-3286/586,6-7=-2316/432,7-8=-2055/547, 8-11=-1339/426 BOT CHORD 20-21=-1291/4956,19-20=-926/3775,16-17=-68/279,14-16=-503/1669,13-14=-346/945, 2-21=-1334/5204 WEBS 7-16=-47/405,8-16=-160/687,8-14=1046/314,11-14=216/1229,11-13=1635/477, 6-19=-133/811,16-19=-667/2654,6-16=-1306/343,3-21=120/729,4-20=0/384, 3-20=-1194/407,4-19=-955/295,8-9=-259/140 NOTES- R 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; (...1-s r.).0 PRQc MWFRS(envelope)gable end zone and C-C Exterior(2)-2-4-12 to 1-0-5,Interior(1)1-0-5 to 23-11-14,Exterior(2)23-6-2 to 28-4-3 •```` Fss zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions C; GINE v/ t) Lumber DOL=1.60 plate grip DOL=1.60 ,� �� �2 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 � i 9200 P E 9<' 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 25.0 psf on overhangs non-concurrent with other live loads. ,r' ;.- 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. -p OREGON �(/� 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 G 4i rpt' 4 will fit between the bottom chord and any other members,with BCDL=10.Opsf. <O '9 y 14 2P Ay'- 9)A plate rating reduction of 20%has been applied for the green lumber members. ' 10) Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify MFR R ij`\- v capacity of bearing surface. 11) Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. EXPIRES: 12-31-219 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 13=360,2=407. April 24,2018 ^nntinuFd nn nave 2 I I aWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10103/2015 BEFORE USE. la. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532586 20850 A09 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:26 2018 Page 2 I D:h i P FTAkm_8 H QAG V9AS S W Kjz O r?n-_m M Dj ku N as 9 h l?d l3 Ke H 9eYAa h rkso40jAN n pz Nq I R NOTES- 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"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. I 1 aWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532587 20850 A10 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:27 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-S1LkQ31W8ui0JSapJnrtpNBj4z1 UTHGDcNvwJFzNgIQ pp 23-11-14 2 4-12 1 2-5-8 5-8 1 5-77-0 8 I 12-2-0 4-1-8 11-0-a 18-5-115-3-11 1d-8-9 4-3-3 7 20-3-1 4-5-14 0- 0 35-6-6 0-3-0 Scale=1:75.4 11 13 5.00 12 1.5 1.5x4 I 9 4x4 4= 3x4 = 3x4 7' �l !'l = 14 3x4<-• d11 % J g 3x8%'28 3 1 d " 23 22 19 18 33 3417 16 35 36 15 d 3x4 II 4x4= 20 4x6 =- 3x12. 3x12. 12 5x12= 10x10 = 6x6= 5x8 M18SHS= 1.5x4 I I 4x4= 1 2-5-8 1 8-0-8 1 12-2-0 13-2-9 18-5-11 I 26.0-14 I 34-2-12 I 2-5-8 5-7-0 4-1-8 1-0-0 5-3-11 7-7-3 8-1-14 Plate Offsets(X,V)— 18:0-4-0,0-3-01.114:Edoe,0-1-81,[21:0-5-8,0-2-121,123:0-4-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft IA PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.25 20 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.82 Vert(CT) -0.53 22-23 >768 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.22 15 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:237 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 DF No.1&Btr*Except* 2-0-0 oc purlins(5-3-15 max.):7-14. 2-23:2X6 DF SS G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 14-15,8-16,12-15,6-18 6-19,18-21:2x4 DF No.1&Btr,3-23:2X6 DF SS G JOINTS 1 Brace at Jt(s):14,8,10 REACTIONS. (lb/size) 15=1456/0-1-12 (req.0-1-14),2=1609/0-5-8 Max Horz 2=522(LC 11) Max Uplift 15=-495(LC 14),2=-407(LC 14) Max Gray 15=1760(LC 21),2=1833(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=5444/1188,3-4=-3930/762,4-6=-3159/596,6-7=-2342/432,7-8=2101/640, 8-10=-1492/472,10-12=-1492/472,14-15=-267/109 BOT CHORD 22-23=-1400/4790,21-22=-969/3597,18-19=-67/267,16-18=-504/1825,15-16=-360/1093, 2-23=-1438/5024 WEBS 7-18=-48/378,8-18=-92/464,8-16=-1058/342,12-16=-242/1241,12-15=-1894/537, 6-21=-144/755,18-21=-649/2574,6-18=-1120/357,3-23=-121/691,4-22=0/384, 3-22=-1206/436,4-21=858/301,8-9=-584/245 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; -n0p PR OF MFRS(envelope)gable end zone and C-C Exterior(2)-2-4-12 to 1-0-5,Interior(1)1-0-5 to 28-8-12,Exterior(2)28-4-0 to 33-2-1 �``` � Wss zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions t, shown;Lumber DOL=1.60 plate grip DOL=1.60 N.- ' E�'7 /O2 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 "9 3)Unbalanced snow loads have been considered for this design. Q :9200P E ' 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 25.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. i pr-i..- 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. -� A_,OREGON 14// 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 L- "' ,�b' .` will fit between the bottom chord and any other members,with BCDL=10.Opsf. <0 -1y 14, . P 9)A plate rating reduction of 20%has been applied for the green lumber members. h f ' Z -j= ti 10)WARNING:Required bearing size at joint(s)15 greater than input bearing size. RRIL, v 11) Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. EXPIRES: 12-$1-2019 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=495,2=407. April 24,2018 Continued an Daae 2 1 r AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design said for use only with MiTek®connectors.This design is based only upon parameters shown,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 We is always required for stability and to prevent collapse 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532587 20850 Al 0 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:27 2018 Page 2 ID:hiPFTAkm 8HQAGV9ASSWKjzOr7n-SlLkQ31W8ui0JSapJnrtpNBj4z1UTHGDcNvwJFzNgIQ NOTES- 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"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 M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532588 20850 All Roof Special 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:29 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASS WKjzOr?n-PQSUrkmmfVykYIkCRCtLvoG3injyxAN W4h0108zNgl0 Q q" p 23-11-14} 28-8-6- 1 2-4-12 1 2-5-8 I 57-0-8 1 14-1 8 2-2-0 1 40 5-3-111 1x8-9 4-3-37 20174 4-2-11 20.332 34-2-1256-6I 0-3-0 5x80- 10 3x4 II Scale=1:81.1 3x6= 5.00 12 11 3 13 1.5x4 II 30 01.1.GR 29 404 3x4 s--- 3x4 3x4 1 1.T. ,, 5 6 c 3x4 7 \ 1, 3x8 2 ti-.:.-- _.......00000„.410............:14.............281 .41100•000.2.: `23 .. Ian d 23 22 31 32 17 16 33 34 Y d 3x4 II 20 19 18 15 4x4= 3x12. 12 5x12 = 10x10 = 4x6— 5x6= 5x8 M18SHS= 1.5x4 I 4x4= 1 2-5-8 1 8-0-8 1 12-2-0 1 p-2 18-5-11 1 26-0-14 34-2-12 I 2-5-8 5-7-0 4-1-8 1-0-0 5-3-11 7-7-3 8-1-14 Plate Offsets(X,Y)— 18:0-4-0,0-3-01,121:0-5-8,0-2-121.123:0-4-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.25 20 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.82 Vert(CT) -0.53 22-23 >771 180 M18SHS 220/195 TCDL 7.0 Rep Stress Ina YES WB 0.93 Horz(CT) 0.22 15 n/a n/a BCLL 0.0 Code 1BC2015/TP12014 Matrix-AS Weight:264 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,and 11-13:2X6 DF SS G 2-0-0 oc purlins(6-0-0 max.):7-14,11-13. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied. 2-23:2X6 DF SS G WEBS 1 Row at midpt 13-15,8-16,12-15,6-18 WEBS 2x4 DF Stud/Std*Except* JOINTS 1 Brace at Jt(s):13,8,12 18-21:2x4 DF No.1&Btr,3-23:2X6 DF SS G REACTIONS. (lb/size) 15=1435/0-1-12,2=1605/0-5-8 Max Horz 2=584(LC 13) Max Uplift 15=-351(LC 14),2=-426(LC 14) Max Gray 15=1631(LC 30),2=1833(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=5444/1191,3-4=-3931/799,4-6=-3160/638,6-7=-2336/480,7-9=601/116, 9-11=-601/192,7-8=-1611/478,8-10=-797/248,10-12=-803/249,12-14=-292/460, 14-15=-537/211,13-14=-305/103 BOT CHORD 22-23=1306/4791,21-22=-905/3597,16-18=-446/1653,15-16=262/823, 2-23=1337/5025 WEBS 7-18=0/277,8-18=-179/754,8-16=-1212/392,12-16=-292/1397,12-15=-1424/349, 6-21=137/759,18-21=-662/2629,6-18=1148/351,3-23=125/691,4-22=0/384, 3-22=-1207/412,4-21=-855/295,8-9=-515/216,11-14=-562/194 NOTES- ,`(OWD PROFFLrS 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; �Gj NGI NE. ,, /� MWFRS(envelope)gable end zone and C-C Exterior(2)-2-4-12 to 1-0-5,Interior(1)1-0-5 to 28-2-9,Exterior(2)28-2-9 to 31-7-10 '7 2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions - 9 shown;Lumber DOL=1.60 plate grip DOL=1.60 Q =9200P �' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 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 25.0 psf on overhangs' non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. -9L OREGON �(/� 6)All plates are MT20 plates unless otherwise indicated. ri,1)' 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /Q �9 y 14, 2. P-i- 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 /� t� will fit between the bottom chord and any other members,with BCDL=10.0psf. "1 Fri R I'-'- 9)A plate rating reduction of 20%has been applied for the green lumber members. 10) Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify EXPI RES: 12-31-2019 capacity of bearing surface. 11) Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. April 24,2018 Continued an oaae 2 t t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. ii Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532588 20850 All Roof Special 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:29 2018 Page 2 I D:hiPFTAkm_8HQAGV9ASS WKjzORrt-PQSUrkmmfVykYIkCRCtLvoG3injyxAN W4h0108zNg10 NOTES- 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)15=351,2=426. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"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. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE PAH-7473 rev.10/03/2015 BEFORE USE. ° Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1711 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532589 20850 All-CAP KINGPOST 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:30 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-tcOs24nPQp4bAvJO_vPaR?pO6BEkgrIfJL8awazNglN I 3-1-8 I 5-6-0 I 3-1-8 2-4-8 4x4 = Scale=1:12.4 2 11 5.00 12 r, o ,h 3 1 Illi II IALPmmimmaimmi miLii..,`‘ 5, • '/ 3x8 '/ 4 OVA '/ 1.5x4 II 5 3x4= I 2-7-4 I 3-1-8 I 5- 6-0 I 2-7-4 0-6-4 2-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.00 6 >999 240 MT20 220/195 (Raaf Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:16 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 REACTIONS. (lb/size) 1=114/0-3-8,3=120/0-1-8,5=215/0-3-8 Max Horz 1=30(LC 14) Max Uplift 1=24(LC 14),3=-40(LC 15),5=-54(LC 14) Max Gray 1=114(LC 1),3=126(LC 21),5=215(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and.0-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*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)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,5. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �0 PROF sheetrock be applied directly to the bottom chord. r,`�Q` FS ,� oNGf NFc9 S/''9 `r 89200PE c [ '.� 7 49 OREGON too /O "I)-"I)- 14, 20\ P-i- 41FRR ILL 6 EXPIRES: 12-31-2019 April 24,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Mi Tele design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml lake is always required for stability and to prevent collapse 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532590 20850 Al2 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:32 2018 Page 1 I D:h i P FTAkm_8 HQAGV9ASS W KjzOr?n-p?8dTmpfyQ KJ PDSn6 KR2 WQuZyj N8X7ymfdh_TzN qI L Q "(4 23-11-141 28-8-6 2-4-12 I 2-5-8 5-7-0 14-1-8 2-2-0 10.0 5-3-111 10-8.9 4-3-3 7 20-3 74 4.2-111 28-pip 34-2-12 0-3-0 5x80*10 Scale=1:84.7 3x6= 5.00 12 11 13 1.5x4 II 29 d��z. II 28 4x4 9 3x4% r/7 l-_. _ 3x4% j� 6 P ILI 40? 5 N 3x4 ao 3x8 27 3 / . 2 111:'41111 --; •�>t �,A� �hI1 fiz` . ��:. .. c. :: hh d /--' 23 22 19 18 30 1716 31 d 32 33 15 3x4 II 4x4= 20 3x1 . 12 1.5x4 = 10x10= 4x6= 5x6= 4x4= 5x8 M18SHS= 5x12= 1.5x4 II 12-5-8 I 8-0-8 I 12-2-0 12-9 18-5-11 26-0-14 34-2-12 I 2-5-8 5-7-0 4-1-8 0 5-3-11 7-7-3 8-1-14 Plate Offsets(X,Y)— 18:0-4-0,0-3-01,121:0-5-4,0-2-121.123:0-4-0.0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.25 20 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.90 Vert(CT) -0.53 22-23 >771 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.22 15 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC20151TPI2014 Matrix-AS Weight:277 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 11-13:2X6 DF SS G 2-0-0 oc purlins(6-0-0 max.):7-14,11-13. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied. 2-23:2X6 DF SS G WEBS 1 Row at midpt 13-15,8-16,12-15,6-18 WEBS 2x4 DF Stud/Std*Except* JOINTS 1 Brace at Jt(s):13,23,8,12,22 18-21:2x4 DF No.1&Btr,3-23:2X6 DF SS G REACTIONS. (lb/size) 15=1435/0-1-12,2=1605/0-5-8 Max Horz 2=584(LC 13) Max Uplift 15=-351(LC 14),2=-426(LC 14) Max Gray 15=1631(LC 30),2=1833(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=5444/1191,3-4=-3931/799,46=-3160/638,6-7=-2336/480,7-9=601/116, 9-11=-601/192,7-8=-1611/478,8-10=-797/248,10-12=-803/249,12-14=-292/460, 14-15=537/211,13-14=-305/103 BOT CHORD 16-18=-446/1653,15-16=-262/823,22-23=-1306/4791,21-22=-905/3597, 2-23=-1337/5025 WEBS 7-18=0/277,8-18=-179/754,8-16=-1212/392,12-16=292/1397,12-15=1424/349, 6-21=-137/759,18-21=662/2629,6-18=-1148/351,3-23=-125/691,4-22=0/384, 3-22=-1207/412,4-21=855/295,8-9=-515/216,11-14=-562/194 RD P Opp NOTES- s 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; �Gj .1G�NEc �� MWFRS(envelope)gable end zone and C-C Exterior(2)-2-4-12 to 1-0-5,Interior())1-0-5 to 28-2-9,Exterior(2)28-2-9 to 31-7-10 9 ?i zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions -9 shown;Lumber DOL=1.60 plate grip DOL=1.60 89200PE 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 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 25.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 9 A_OREGON (�(/ 6)All plates are MT20 plates unless otherwise indicated. L� "'7,9V ZOO 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q 14� A 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 0, will fit between the bottom chord and any other members,with BCDL=10.0psf. �`RR 1t-," 9)A plate rating reduction of 20%has been applied for the green lumber members. 10) Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify EXPIRES: 12-31-2019 capacity of bearing surface. 11) Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. April 24,2018 Continued an oaae 2 1 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 MiTekrS connectors.This design is based only upon parameters shown,and is for an individual building component,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 ANSIITPl1 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532590 20850 Al 2 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:32 2018 Page 2 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-p?8dTmpfyQKJ PDSn6KR2WQuZyjN8X7ymfdh_TzNgIL NOTES- 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)15=351,2=426. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"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. 1 I ..- 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 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532591 20850 Al2-CAP KINGPOST 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:32 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-p?8dTmpfyQKJPDSn6KR2WQukc wC8lFymfdh_TzNgIL I 3-1.8 I 5-6-0 I 3-1-8 2-4-8 4x4= Scale=1:12.4 2 11 5.00 12 r1 3 Illillii Mil Mil . 'il =/ 3x8 '/ 4 .' '/ '/ 1.5x4 II �t 5 3x4= I 27-4 I 3-1-8 I 5-6-0 2-7-4 0-6-4 2-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.00 6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 BCDL 10,0 * Code IBC2015/TPI2014 Matrix-AS Weight:16 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 REACTIONS. (lb/size) 1=114/0-3-8,3=120/0-1-8,5=215/0-3-8 Max Horz 1=30(LC 14) Max Uplift 1=-24(LC 14),3=-40(LC 15),5=-54(LC 14) Max Gray 1=114(LC 1),3=126(LC 21),5=215(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*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)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,5. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum � O PR OFF sheetrock be applied directly to the bottom chord. iS' �,�� �NGINEF9 s/O29 922IO c • Il . •' 9 ,9 OREGON,), ��� /O gy14, 2� 0- MER R tL.L e' EXPIRES: 12-31-2019 April 24,2018 NM MI ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532592 20850 A13 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:34 2018 Page 1 I D:hiPFTAkm_ W 8HQAGV9ASSKjzOr?n-INGNuSgvU 1 alfXc9DITWcrzuWoVIcY7FDz6o3LzNgIJ 34-7-4 -1-0-9 7-6-8 I 14-0-0 1 20-11-0 1 28-7-1 29-1/431-10-4 134-2-12 11 2-o 7-6-8 6-5-8 6-11-0 7-8-1 0-6- 2-9-0 2-4-8 0-4-8 5x8 \\ 3x4 II Scale=1.78.7 5.00 12 8 _ 2 3 9 10 28 29 '�'7 3x8% 27 7 3x6 II 25 26 5 6 - <77500' rh 3.00 12 8x8= I 23 4 3x4 I: 22 3II d1 221_ — 'Cs — 14 3013 31 12 11 L' 17 16 3x4= 3x4 = 3x8= 3x6 = 4x4 = 3x4 II I 7-6-8 14-0-0 14pr12 20-11-0 I 28-7-1 1 34-2-12 I 7-6-8 6-5-8 0-27-12 6-8-4 7-8-1 5-7-11 Plate Offsets(XV)— 14:0-2-8,0-4-121,18:0-3-8,Edoe1.112:0-2-4,0-1-81,115:0-2-8.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.13 17-20 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.30 17-20 >557 180 TCDL 7.0 Rep Stress Incl. YES WB 0.51 Horz(CT) 0.01 12 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Weight:240 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins, 8-10:2X6 DF SS G except end verticals,and 2-0-0 oc purlins(10-0-0 max.):6-16,8-10. BOT CHORD 2x4 DF No.1&Btr Except: WEBS 2x4 DF Stud/Std*Except* 6-0-0 oc bracing:4-6 7-13,8-13,8-12:2x4 DF No.1&Btr,9-12:2X6 DF SS G 10-0-0 oc bracing:15-16 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-14,7-13,3-15,4-7,9-12,8-12 REACTIONS. (lb/size) 2=551/0-5-8,15=1658/0-5-8,12=804/0-1-12 Max Horz 2=656(LC 14) Max Uplift 2=-157(LC 10),15=-451(LC 14),12=-262(LC 14) Max Gray 2=639(LC 36),15=1817(LC 34),12=885(LC 40) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1133/124,3-4=-429/661,4-15=-1512/437,4-6=-433/324,7-8=-551/70 BOT CHORD 2-17=-490/1065,1415=503/38,13-14=268/620,12-13=116/352 WEBS 7-13=-404/235,15-17=475/1065,3-15=-1665/411,4-14=-194/879,4-7=-771/0, 8-13=-93/531,9-12=-303/103,8-12=-869/285 NOTES- 1)Wind:ASCE 7-10;Vu@=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 2-5-1,Interior())2-5-1 to 14-1-12,Exterior(2)13-0-0 to 32-0-2, Interior(1)32-0-2 to 34-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces Ep PROF &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 _. . sss 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �5 ANG I N E$ /� 3)Unbalanced snow loads have been considered for this design. �� 2 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 25.0 psf on overhangs Q 89200P E 9� non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. / 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,4 ''• 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 � • !r • te will fit between the bottom chord and any other members,with BCDL=10.0psf. 8)A plate rating reduction of 20%has been applied for the green lumber members. -9 A-OREGON 4,/� 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. `- "47 \b'1,` 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) /Q y 14, Z° i' 2=157,15=451,12=262. A. 0>*11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /1 -61/3 ILL EXPIRES: 12-31-2019 April 24,2018 kl a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL 20850 ACG Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005,d 8.130 s Apr 7 2018 MiTek Industries,Inc.Tue Apr 24 09:11:29 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-adMm2n 1 d8QeBwVam9ER017R8wgKbnwzga 1 QQ5wzN WtC -;;;•1 a 6-9 ;:711 10-8-2 -0 s I 15-5-2s5-10-i3o-5 25-6-3 I sao ' 34-5-8 1 i 5 or 4.62 12 'I Scale=1:74.1 11 10 9 3x4 4x8 = a, 8 7'� c5 rl 1.5x4 II '251;' 6 ,. 3x4-..".-- ...4iiill 3x4% 5 4 23 'r7r�� d1 an 171615 14 13 6 8x8= 3x8 II 4x8 7x10 M18SHS= 5x14 M18SHS II r 15-5-2 I 14-5-8 I 0-10- 2-8-6 2-1-0 0-7-, 4-5-8 4-9-0 19-0-6 Plate Offsets(X,Y)— 12:0-5-11.0-0-01.12:0-2-7,0-1-91,13:0-5-11,0-0-01,17:0-4-8,Edoel,114:0-4-0,0-4-41,116:0-8-15,0-2-81.117:0-3-6,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.05 14-16 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.10 14-16 >999 180 M18SHS 220/195 TCDL 7.0 Rep Stress lncr NO WB 0.79 Horz(CT) -0.04 12 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-MS Weight:126 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X6 DF SS G Except: WEBS 2x4 DF Stud/Std 2 Rows at 1/3 pts 4-12 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 13-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=0/0-2-2 (min.0-1-8),2=64/1-1-11 (min.0-1-8),7=1431/0-2-2 (min.0-1-13),3=916/0-3-8 (min.0-1-8), 9=-0/0-2-2 (min.0-1-8),10=0/0-2-2 (min.0-1-8),11=0/0-2-2 (min.0-1-8) Max Horz 2=106(LC 14) Max Uplift 2=-406(LC 14),7=-660(LC 10),3=-419(LC 11) Max Gray 2=361(LC 17),7=1703(LC 23),3=1113(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-990/421,4-5=-2027/857,5-6=-1447/578,6-7=-1444/577 BOT CHORD 3-17=-408/895,16-17=422/944,15-16=-717/1692,14-15=-804/1902 WEBS 7-13=-225/615,4-17=-745/320,7-14=-837/2095,5-16=-181/372,4-16=-492/1158, 5-14=-585/280 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; ��,ig, PR::E OFe- 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 �GJ N 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 w.N- ' ?i'93)Unbalanced snow loads have been considered for this design. 8920 r 4)This truss has been designed for greater of min roof live load of 19.4 psf or 1.00 times flat roof load of 25.0 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. ®� 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. o Q 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�OREGON �(/ will fit between the bottom chord and any other members. L� `I,9 y ' Zar���� 9)A plate rating reduction of 20%has been applied for the green lumber members. Q 14 10)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,7,9,10,11. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 406 lb uplift at joint 2,660 lb uplift at MFR R(LL joint 7 and 419 lb uplift at joint 3. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)12,7,9,10,11. EXPIRES: 12 31-2019 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. April 24,2018 4 lobo til Wi i?F(S)section loads applied to the face of the truss are noted as front(Fl or back(B) i IIJ a )ldl �� ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1I.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 11 ivliTek" is always required for stability and to prevent collapse 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 20850 POLYGON NW-6373A-ENG REVIVAL 20850 ACG Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005,d 8.130 s Apr 7 2018 MiTek Industries,Inc.Tue Apr 24 09:11:29 2018 Page 2 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-adMm2n1 d8QeBwVam9ER017R8wgKbnwzga 1 QQ5wzN WIC LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64 Trapezoidal Loads(plf) Vert:20=19(F=-1,B=-1)-to-18=-0(F=-10,B=-10),21=0(F=10,B=10)-to-17=-72(F=-26,B=-26),17=-52(F=-26,B=-26)-to-13=-304(F=-152,B=-152) 111111111111 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7PI7 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532594 20850 AG GABLE 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:37 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSKjzOr?n-A WWTtonyzbW Lkvt1DDUbPX?alpr hwxKSggzNglG 1-0 6-1-12 12-0-0 W 17-10-4 120-1-0 1-0 6-1-12 5-10-4 5-10-4 2-2-12 4x6= Scale=1:84.4 3x12 6 7 5.00 ITIF 3x4 50 ** 5 3x4-:r.'-..diiill 4 4x8 i 3x4 1149 3 '��_., �Ari1uiI !!l��l�!!!!_____ !flit� 3x4= n .. 2 —Al ILIPAIlI, ‘.0 1 L th, Ain 12 51 52 53 54 11 10 9 8 6x6= 3x4 = 5x8= 7x6= I 6-1-12 12-0-0 1 17-10-4 120-1-0 6-1-12 5-10-4 5-10-4 2-2-12 Plate Offsets(X,Y1— 13:0-0-12,0-1-121,110:0-4-0,0-3-01,113:0-4-8,0-2-81,115:0-2-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) 0.19 11-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.25 11-12 >954 180 TCDL 7.0 Rep Stress Ina- NO WB 0.70 Horz(CT) 0.02 8 n/a n/a BCLL 0.0 BCDL 20.0 * Code IBC2015/TP12014 Matrix-AS Weight:701 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 7-8 7-8,3-14:2X6 DF SS G JOINTS 1 Brace at Jt(s):13,15,16 OTHERS 2x4 DF Stud/Std REACTIONS. (lb/size) 12=3859/0-5-8,8=3478/Mechanical Max Horz 12=576(LC 11) Max Uplift 12=-869(LC 14),8=-832(LC 14) Max Gray 12=3966(LC 24),8=3584(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-290/217,3-4=-2172/572,4-5=-2030/609,5-6=-937/359,6-7=-581/353, 2-12=-813/321,7-8=-1783/941 BOT CHORD 11-12=783/1291,10-11=-783/1865,9-10=-157/587,8-9=-154/589 WEBS 11-13=-1239/436,10-15=-903/585,3-12=-3141/882,6-16=-930/303,3-11=406/1657, 5-15=-873/565,9-16=-109/361,4-13=-1362/479,5-16=-1414/437,7-16=929/1684, 10-16=-909/1843,8-16=1974/643 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �� P R F Top chords connected as follows:2x4-1 row at 0-8-0 oc,2x6-2 rows staggered at 0-9-0 oc. �� OF S Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. 5� G'N cS� Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to �N 9 02 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �1 :9200 P E '9� 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 and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 17-10-4,Exterior(2)17-10-4 to 19-10-4 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 r r'.'' • 4)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. fl CC OREGON 1 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 74- 'Li,9 y 2ND +� 6)Unbalanced snow loads have been considered for this design. Q 14, P 7)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs Mcp Qj non-concurrent with other live loads. r 1 R�� 8)All plates are 1.5x4 MT20 unless otherwise indicated. 9)Gable studs spaced at 1-4-0 oc. EXPIRES: 12-31-2019 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide April 24,2018 Contireiled betaamet he bottom chord and any other members with BCDL=20 Oosf 1 b MINIM A WARNING-Verify design parameters and READ NOTES ON MS 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 thus systems,see ANSIrTPl1 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532594 20850 AG GABLE 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:37 2018 Page 2 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-AyxWWitonyzbW LkvtlDDUbPX?alpr hwxKSggzNglG NOTES- 12)A plate rating reduction of 20%has been applied for the green lumber members. 13) Refer to girder(s)for truss to truss connections. 14) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)12=869,8=832. 15)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=314(F=-250),2-6=-314(F=-250),6-7=314(F=250),8-12=40 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITIPII 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532595 20850 B01 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:39 2018 Page 1 I D:hiP FTAkm_8 H QAG V9ASS W KjzOr?n-6L3Gx9u2JaDJll V 7013hJvh IxpAmH i P_N FpZkZzNgIE I -2-4-12 I 13-5-11 1.1-4-11 20-5-2 I 27-3-9 I 34-3-12 2-4-12 13-5-11 0-11-6 6-0-7 6-10-7 7-0-3 Scale:3/16"=1' 5x8 = 7x6= 4x6 = 8x8= 3x6 II 5 4 :. 2, 22EE a 23 6 2, 25 26no7 27,_*8 28 29co 30 31� 5.00 12 r ,,,, '7 3x4 14 203 2/ r� nn nn nn nn nn nn ni' nn no no a nn nn nr nne /-� 15 32 33 34 14 35 36 37 13 12 3839 40 41 11 42 43 44 45 t0 3x4 II JUS24 JUS24 JUS24 3x8= JUS24 6x6=3x12— 5x12 JUS24 JUS24 3x4 II JUS24 JUS24 5x12 II JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 I 13-5-11 I 20-5-2 27-3-9 34-3-12 I 13-5-11 6-11-7 6-10-7 7-0-3 Plate Offsets(X,V)— 12:0-1-4,0-3-01.14:0-4-0,0-2-21,18:0-4-0,0-4-81,112:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) 0.27 12-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.66 Vert(CT) -0.56 14-15 >731 180 TCDL 7.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.16 10 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Weight:217 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X6 DF SS G*Except* TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, 1-5:2x4 DF 2400F 2.0E except end verticals,and 2-0-0 oc purlins(3-9-10 max.):4-9. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 5-2-1 oc bracing. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 3-14,6-14 8-12,8-10:2x4 DF No.1&Btr 2 Rows at 1/3 pts 8-10 REACTIONS. (lb/size) 2=2630/0-5-8,10=2854/0-2-12 Max Horz 2=304(LC 40) Max Uplift 2=1230(LC 10),10=-2148(LC 10) Max Gray 2=3113(LC 26),10=3011(LC 59) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6620/2707,3-4=-4864/2375,4-6=-4363/2277,6-8=-4385/2810,9-10=-449/476 BOT CHORD 2-15=2572/6025,14-15=-2572/6025,12-14=2820/4385,11-12=2134/3022, 10-11=-2134/3022 WEBS 3-15=-59/600,3-14=-1765/450,4-14=-512/1085,6-14=-855/1022,6-12=-795/574, 8-12=-883/1754,8-11=0/584,8-10=3860/2659 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;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 :EO PR Opt, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �(, s 3)Unbalanced snow loads have been considered for this design. �Gj NGI N��9 /O 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 25.0 psf on overhangs 2 non-concurrent with other live loads. �/ '9 5)Provide adequate drainage to prevent water ponding. CC. r- 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I/� 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 fit between the bottom chord and any other members. !t - 8)A plate rating reduction of 20%has been applied for the green lumber members. I Q 9)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify OREGON/41 IX �4/ capacity of bearing surface. 10) Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. /Q 1)' 1 4 2. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Qj 2=1230,10=2148. MER R 11-.L 12)Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 13) 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 EXPI RES: 12-31-2019 the left end to 33-5-12 to connect truss(es)to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. April 24,2018 ilnntirnied nn none 2 ..- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekrE connectors.This design is based only upon parameters shown,and is for an individual building component,not 1111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532595 20850 B01 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:39 2018 Page 2 ID:hiPFTAkm_8HQAGV9ASS WKjzOr?n-6L3Gx9u2JaDJIIV7013hJvhIxpAmHiP_N FpZkZzNgIE NOTES- 15) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)195 lb down and 226 lb up at 16-0-12,221 lb down and 262 lb up at 18-0-12,252 lb down and 297 lb up at 20-0-12,248 lb down and 290 lb up at 22-0-12,248 lb down and 290 lb up at 24-0-12,248 lb down and 291 lb up at 26-0-12,248 lb down and 291 lb up at 28-0-12,248 lb down and 291 lb up at 29-9-4,and 248 lb down and 291 lb up at 31-5-12,and 243 lb down and 290 lb up at 33-5-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 16) 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=64,4-5=-64,4-9=-64,10-16=-20 Concentrated Loads(Ib) Vert:15=492(F)22=-171 23=-107 24=112 25=107 26=-107 27=-107 28=-107 29=-107 30=-107 31=-127 32=-34(F)33=-39(F)34=-46(F)35=-54(F)36=-57(F) 37=-57(F)38=-57(F)39=-57(F)40=-57(F)41=57(F)42=-57(F)43=-57(F)44=-57(F)45=-61(F) t f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ^ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532596 20850 B02 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:41 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-2kB1 MrwlgBT1_beV8j590Km6HdshldQHgZIgpSzNgIC I -2-4-12 6-4-3 I 12-3-6 I 18-5-11 1?-2 23-5-13 I 28-9-0 I 34-3-12 2-4-12 6-4-3 5-11-3 6-2-5 0-8-9 4-3-8 5-3-4 5-6-12 Scale=1:62.6 4x6-:-.-- 5.00 5.00 12 3x4= 4x4= 3x4 I I r. 7 6 ;. 231 8 X924 w25 i:ti 10 0. . El 3x6 3x4% 22 21 5 4 N �� 7 1.5x4' \, / ,t . 3 `b x t; 20 19 2 dPali- 0 1 li �'� 15 26 27 1428 29 12 30 31 13 11 3x4= 4x6 = 3x8= 4x4 = 5x6 = 3x8 = I 9-3-13 18-5-11 I 26-1-6 I 34-3-12 I 9-3-13 9-1-14 7-7-11 8-2-6 Plate Offsets(X,Y1- 12:0-8-0,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.25 13-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.64 Vert(CT) -0.41 13-15 >989 180 TCDL 7.0 Rep Stress Ina YES WB 0.79 Horz(CT) 0.09 11 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:189 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(4-9-2 max.):6-10. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 10-11,5-13,8-12,9-11 REACTIONS. (lb/size) 11=1455/0-2-12,2=1614/0-5-8 Max Horz 2=402(LC 11) Max Uplift 11=399(LC 11),2=-409(LC 14) Max Gray 11=1787(LC 29),2=1930(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=3785/678,3-5=3377/610,5-6=-2131/562,6-8=-1840/599,8-9=1331/446 BOT CHORD 2-15=894/3416,13-15=-766/2721,12-13=-489/1564,11-12=338/1043 WEBS 3-15=535/246,5-15=-51/598,5-13=-1156/339,6-13=-3/379,8-13=-162/779, 8-12=-850/296,9-12=-207/1043,9-11=1786/461 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)-2-4-12 to 1-0-7,Interior(1)1-0-7 to 19-2-4,Exterior(2)18-5-11 to 23-5-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ,i0 P R OFFS 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 25.0 psf on overhangs �(, r� non-concurrent with other live loads. \GJ� �NG N E�� C)�O 5)Provide adequate drainage to prevent water ponding. C? ?/ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Qf C/ 92OOP '9f,, 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)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) " -` 11=399,2=409. Q CC 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum -� OREGON t(/ sheetrock be applied directly to the bottom chord. Z- ili O'�t` 4, 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q ,9 y 14, 2 �Pl'1 ' RRI — EXPI RES: 12-31-2019 April 24,2018 it 1 MINIM ®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 �Y a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532597 20850 B03 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:42 2018 Page 1 ID:hiPFTAkm 8HQAGV9ASSWKjzOr?n-WwIPZBwwbVbudDihQcOwXJH1OCAU5sQ3D2DLuzNgIB -2-4-12I 6-4-3 I 12-3-6 I 18-5-11 1[214 23-5-13 23-�j14 28-9-0 34-3-12 2-4-12 6-4-3 5-11-3 6-2-5 8- 4-3-8 0-3-1 5-0-2 5-6-12 Scale=1:67.8 1.5x4 II 5.00 12 8 9 4x4% 3x4 I I 6 22 rsa !RII;4 [.:1 6a1111 +3 25 3x6 3x4 5 4 1.5x4,' 21 a� 3 20 d _..... ............1.1. NNII\ 1,,,• E 4 carr e' 16 26 27 15 14 28 29 13 30 31 12 3x4 = 4x6= 3x8= 4x4 = 5x6= 3x8 = I 9-3-13 I 18-5-11 I 26-15 34-3-12- I 9-3-13 9-1-14 7-7-11 8-2-6 Plate Offsets(X,Y)— 12:0-8-0,0-0-1],[7:0-4-0,0-3-0] - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.25 14-16 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.62 Vert(CT) -0.42 14-16 >982 180 TCDL 7.0 Rep Stress Ina YES WB 0.72 Horz(CT) 0.10 12 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:199 lb FT=20% BCDL_ 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(5-9-2 max.):6-11. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 11-12,5-14,7-13,10-12 REACTIONS. (Ib/size) 12=1447/0-2-12,2=1601/0-5-8 Max Horz 2=461(LC 11) Max Uplift 12=357(LC 11),2=-416(LC 14) Max Gray 12=1538(LC 29),2=1879(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3665/697,35=3363/608,5-6=-2338/437,6-7=-2058/561,7-10=-1328/383 BOT CHORD 2-16=877/3307,14-16=736/2805,13-14=-508/1648,12-13=351/937 WEBS 316=362/249,5-16=-54/508,5-14=-999/325,6-14=-9/413,7-14=-171/714, 7-13=-1034/315,10-13=-221/1210,10-12=-1615/484 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)-2-4-12 to 1-0-7,Interior(1)1-0-7 to 23-11-14,Exterior(2)23-7-3 to 28-5-6 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=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. O PROFA-, 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 25.0 psf on overhangs ñGlN non-concurrent with other live loads.5)Provide adequate drainage to prevent water ponding. /fj 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O '9 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 $9200P E will fit between the bottom chord and any other members,with BCDL=10.0psf. . • 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) i 12=357,2=416. CI it 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum A"OREGON4/sheetrock be applied directly to the bottom chord. 4---/6",7,( OA, 1 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14 2 Pr MFRRIO52, - EXPIRES: 12-31-2019 April 24,2018 t r m11.-- A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/01/2015 BEFORE USE. . Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Sate 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532598 20850 B04 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:44 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-TIs9_tyB76rcr3N4prfs0yOdPggGy_gjXXXKQmzNgl9 30-9-0 1-2-412 1 7-3-4 1 1414 1 20-11-9 I 28-414 28-9-8 31-5.10 34-3-12 { 2-4-12 7-3-4 6-10-3 6-10-3 7-1-5 8- 1-11-9 8- 2-10-2 104 // Scale=1:73.9 7 8 25 26 5x6 23 4 '' 45 11 3x6 i 22 ��� - fi 3x4 "4 A 3x6% 5 N{ CV CV 5.0012 4 d 1.5x4 \\ *s 3 21 ,gigiggllIllk2 1 n �. d 17 27 16 28 15 29 14 30 13 12 3x4= 5x8 VV8= 3x8= 3x4= 4x8= 5x6= 5x6 II 1 9-6-10 1 20-11-9 28-0-14 1 31-5-10 1 34-3-12 � 9-6-10 -11-4-15 7-1-5 3-4-11 2-10-2 Plate Offsets(X,Y)— 12:0-0-0,0-0-31.111:0-3-0,0-1-81,112:Edge,0-3-81,114:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.45 15-17 >917 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.84 Vert(CT) -0.78 15-17 >527 180 TCDL 7.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.09 12 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:233 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(6-0-0 max.):7-9. WEBS 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied. 3-17,5-17,5-15,6-15:2x4 DF Stud/Std WEBS 1 Row at midpt 5-15,6-14,7-14,9-13,11-12 OTHERS 2x4 DF No.1&Btr REACTIONS. (lb/size) 2=1605/0.5-8,12=1501/0-2-12 Max Horz 2=532(LC 11) Max Uplift 2=-439(LC 14),12=-377(LC 14) Max Gray 2=1844(LC 33),12=2032(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3549/731,3-5=-3287/682,5-6=-2146/438,6-7=-1105/357,7-9=-875/414, 9-11=-530/345,11-12=-1994/545 BOT CHORD 2-17=-860/3192,15-17=-704/2578,14-15=-515/1860,13-14=-232/449 WEBS 3-17=-406/285,5-17=-116/673,5-15=-955/376,6-15=-128/926,6-14=1576/433, 9-14=-383/1593,9-13=1626/583,11-13=489/1725 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)-2-4-12 to 1-0-7,Interior(1)1-0-7 to 28-9-8,Exterior(2)28-0-14 to 31-3-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ri 0 PR 0p- fs shown;Lumber DOL=1.60 plate grip DOL=1.60 N E / 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 SCJ 49;11...3)Unbalanced snow loads have been considered for this design. ��? ?/9 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ,:t non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 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)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. y � OREGON <(/ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) L/ 4 y 'a° i" T1 2=439,12=377. Q 14, 2P 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum /l,, p Qj sheetrock be applied directly to the bottom chord. r-I R��..\ 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12-31-2019 April 24,2018 4 . __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ta Design said for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532599 20850 B05 Common 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:45 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-xVQXCCzpuQzTTDyGNZA5YAwuPEFAhRNtIBHtyDzNgl8 -2-4-12 I 7-9-2 I 15-1-2 I 22-5-3 i 29-9-4 34-3-12 2-4-12 7-9-2 7-4-1 7-4-1 7-4-1 4-6-8 4x12= Scale=1:76.5 19 7 20 21 °� 3x63x6 3x4 5001 \ „ ;;,,Addlidi al ! 1II 22 12 23 11 24 25 10 26 27 9 3x4= 3x6 = 3x4= 4x4 = 3x6= 5x6 -= I 8-9-14 I 17-2-10 I 25-7-7 I 34-3-12 I 8-9-14 8-4-13 8-4-13 8-8-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.21 11-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.49 11-13 >832 180 TCDL 7.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.09 9 n/a n/a BOLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:210 lb 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*Except* WEBS 1 Row at midpt 6-10,7-10,8-9,7-9 6-11,7-10,7-9:2x4 DF No.1&Btr,8-9:2X6 DF SS G REACTIONS. (lb/size) 2=1590/0-5-8,9=1426/0-2-12 Max Horz 2=532(LC 13) Max Uplift 2=-435(LC 14),9=-386(LC 14) Max Gray 2=1590(LC 1),9=1495(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2901/711,3-4=2753/757,4-6=-1918/577,6-7=-1036/400,7-8=-240/271 BOT CHORD 2-13=-845/2595,11-13=628/1903,10-11=-447/1206,9-10=-253/447 WEBS 3-13=-431/300,4-13=-254/801,4-11=-749/397,6-11=315/1033,6-10=-1091/520, 7-10=-415/1392,7-9=-1308/471 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)-2-4-12 to 1-0-7,Interior(1)1-0-7 to 29-9-4,Exterior(2)29-9-4 to 33-2-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. \),0 PROFC 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs s non-concurrent with other live loads. ,., ��G I N�,.n s./O 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'S 7 ?j 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 �/ '9 will fit between the bottom chord and any other members,with BCDL=10.Opsf. t,,..,89200P E 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. .. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) a 011P 2=435,9=386. le (r 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum / OREGON k/sheetrock be applied directly to the bottom chord. 4_ "�7,9 k © X14, 2O p* MFR R 10-lao EXPIRES: 12-31-2019 April 24,2018 II _ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ;� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532600 20850 B06 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:46 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-Ph wPY_Rfj5K5NXTwGhK5NTx7eb8QuNO_rORUfzNgl7 I -2-4-12 I 6-0-12 13-5-11 14-4-11 19-3-14 I 25-2-12 I 2-4-12 6-0-12 7-4-15 0-11-0 4-11-3 5-10-14 Scale:1/4"=1' Special 5x8 8x8 = 3x4 II 5 4 , 18 19 20 - 21 22 23 40. e 5.00 12 17 3x4 . 3 Nn GD 2 d16 b rr nn nn nn nn ®nn nn " la-� 12 24 25 26 11 27 10 28 29 9 8 3x12 = 3x4 I JUS24 JUS24 JUS24 3x12 = 4x6 = JUS24 3x4 II JUS24 6 = JUS24 JUS24 JUS24 JUS24 JUS24 I 6-0-12 I 13-5-11 19-3-14 I 25-2-12 _1 6-0-12 7-4-15 5-10-2 5-10-14 Plate Offsets(X,Y)- 12:1-0-4,0-0-131.18:0-3-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.15 11-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.35 11-12 >869 180 TCDL 7.0 Rep Stress Incr NO WB 0.81 Horz(CT) 0.08 8 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Weight:158 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins, 4-7:2X6 DF SS G except end verticals,and 2-0-0 oc purlins(5-3-0 max.):4-7. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 7-2-15 oc bracing. WEBS 2x4 DF Stud/Std WEBS 1 Row at midpt 3-11,6-8 REACTIONS. (lb/size) 8=1980/0-2-12,2=1896/0-5-8 Max Hors 2=304(LC 40) Max Uplift 8=-1261(LC 7),2=-715(LC 10) Max Gray 8=2121(LC 26),2=2339(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=4684/1422,3-4=-2860/1044,4-6=-2509/1043,7-8=-335/344 BOT CHORD 2-12=1389/4241,11-12=-1389/4241,9-11=1025/1781,8-9=1025/1781 WEBS 3-12=-77/629,3-11=-1838/501,4-11=-125/476,6-11=-165/999,6-9=0/438, 6-8=-2453/1339 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;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ��p PROptc 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 25.0 psf on overhangs <(, c� 0.4G�N non-concurrent with other live loads. N, � Sp 'V" 5)Provide adequate drainage to prevent water ponding. C? ,7 ,- 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. kt '9 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 'Cr" :9200 P E r" will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. I 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) CC 8=1261,2=715. A_OREGON �(/ 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 2- "�,9 4\ 12) 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 Q Y 14, 2 P'�' the left end to 24-0-12 to connect truss(es)to back face of bottom chord. /y�p Qj 13) Fill all nail holes where hanger is in contact with lumber. rl R 11- 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)122 lb down and 112 lb up at 13-5-11,195 lb down and 226 lb up at 16-0-12,221 lb down and 262 lb up at 18-0-12,252 lb down and 297 lb up at 20-0-12,and EXPIRES: 12-31-2019 248 lb down and 290 lb up at 22-0-12,and 248 lb down and 290 lb up at 24-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. April 24,2018 OrffitimillyabihriataEASFIS1 section loads aoolied to the face of the truss are noted as front(F)or back(B1 —AWARmi-- A WARNI NING•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 Budding 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532600 20850 006 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:46 2018 Page 2 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-Ph_wPY Rfj5K5NXTwGhK5NTx7eb8QuNO_rORUfzNgl7 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,4-7=64,8-13=-20 Concentrated Loads(Ib) Vert:12=-492(B)19=-171 20=-107 21=112 22=-107 23=-107 24=-34(B)25=-39(B)26=-46(B)27=-54(B)28=-57(B)29=-57(B)30=-57(B)31=-57(B)32=-57(B) 1 1 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 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532601 20850 B07 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:48 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-L46ggE?hBLL2Kghr2hjoAoYFDRHdupWJR8VXZYzNgl5 -2-4-12 I 6-4-3 1255 I 18-5-11 19-211 25-2-12 2-4-12 6-4-3 5-11-3 6-2-5 8-9 6-0-8 5x12= Scale=1:51.8 3x4= 5.00 I12 7 6/% 19,4 , s 21 4,..48 18 r M 17 3x4 3x44-.% 5 4 00 N ;: . VV 1 1.5x4'' •1 G 3 '4 16 igigihhN 2 21 J " 3 61 _N �� 12 22 23 11 10 24 9' 3x4 = 3x6= 3x4= 3x6 3x6 = I 9-3-13 I 18-5-11 I 25-2-12 I 9-3-13 9-1-14 6-9-1 Plate Offsets(X,Y)- 16:0-6-0,0-1-51 18:Edge.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.17 10-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.29 10-12 >999 180 TCDL 7.0 Rep Stress Ina- YES WB 0.71 Horz(CT) 0.06 9 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-AS Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(6-0-0 max.):6-8. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-9,5-10,6-9 REACTIONS. (lb/size) 9=1074/0-2-12,2=1223/0-5-8 Max Horz 2=408(LC 11) Max Uplift 9=-278(LC 11),2=-338(LC 14) Max Gray 9=1211(LC 30),2=1541(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2827/503,3-5=2409/413,5-6=1137/267,8-9=324/119 BOT CHORD 2-12=-643/2537,10-12=-500/1812,9-10=319/917 WEBS 3-12=557/250,5-12=54/624,5-10=1150/337,6-10=-129/917,6-9=-1419/364 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)-2-4-12 to 0-5-1,Interior(1)0-5-1 to 19-2-4,Exterior(2)18-7-7 to 22-10-6 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 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);CategoryII;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. �� P R F 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 25.0 psf on overhangs E� Opto non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. �C SNAG.'N EF,S `�./p2 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C? 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 �/ '9 will fit between the bottom chord and any other members,with BCDL=10.Opsf. Q wr...89200 P E "Y. ,- will Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) App. 9=278,2=338. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum j sheetrock be applied directly to the bottom chord. 'S7 A-OREGON L(( 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. G "- \2O r� / Aly 14, P MFRR tL\- EXPIRES: 12-31-2019 April 24,2018 a A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532602 20850 608 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:49 2018 Page 1 ID:hiPFTAkm8HQAGV9ASSWKjzOr?n-pGg21 aOJyeTuygG2c0E1 i05TerdtdG2SgoF55_zNgl4 -2-4-12 1 6-4-3 1 12-3-6 1 7185-11 1 -2 23-8-14 125-2-121 2-4-12 6-4-3 5-11-3 6-2-5 d--8-d 4-6-10 1-5-14 Scale=1:59.7 7 9 5.0012 4x8 \\ '�x4 II 20 _ I 3x4 6 10 3x4 i 19 iiiik111\0411 3x6 4 1-1 18 0 .11.5x4 Q 3 m 2 “71 El CIMINEMINIII pi I g 14 22 23 1312 24 �' 3x4 = 3x6= 3x6= 3x4= 5x6 = 9-3-13 I 18-5-11 25-2-12 9-3-13 9-1-14 6-9-1 Plate Offsets(X,Y)— 110:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.16 12-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.28 12-14 >999 180 TCDL 7.0 Rep Stress Incr YES VVB 0.75 Horz(CT) 0.05 11 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:142 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(6-0-0 max.):6-10. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 10-11,5-12,6-11 REACTIONS. (lb/size) 11=1070/0-2-12,2=1215/0-5-8 Max Horz 2=464(LC 11) Max Uplift 11=-379(LC 14),2=-318(LC 14) Max Gray 11=1469(LC 29),2=1430(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2559/454,3-5=-2244/362,5-6=1194/185,10-11=259/178 BOT CHORD 2-14=-624/2293,12-14=-458/1752,11-12=-298/988 WEBS 3-14=-392/256,5-14=-59/523,5-12=-981/321,6-12=-117/823,6-11=-1512/364 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)-2-4-12 to 0-5-1,Interior(1)0-5-1 to 23-11-14,Exterior(2)23-7-2 to 25-1-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;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 25.0 psf on overhangs �`'ac PR OFL st� non-concurrent with other live loads. ``C` 5)Provide adequate drainage to prevent water ponding. . l NG i N FF9 /O 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7 /L 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 fit between the bottom chord and any other members,with BCDL=10.Opsf. 89200PE ;-- 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) / 11=379,2=318. ,411. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum0 Cr sheetrock be applied directly to the bottom chord. 4 9L- OREGON <Lj 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. N.bi /,.. Z0 /44/), 14, P MFRRi0- c5 EXPIRES: 12-31-2019 April 24,2018 1 t N WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE PAH-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532603 20850 B09 Monopitch 4 1 . Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:50 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-HSEQFw1 xjyblZ_gE961GFDeiVFyJMIbcvS_edQzNgl3 -2-4-12 I 6-6-10 I 12-8-2 I 18-9-11 25-1-4 25-I.12 2-4-12 6-6-10 6-1-9 6-1-9 6-3-9 0-i-8 5.00 12 Scale:3/16"=1' 7 8 1 ..I 18 3x4 3x4 ..%110011 17 5 3x4 ------ O 4 1.5x4 \\ 3 Nl 2 ....ailliAllk 1 0 :J d 13 19 20 12 11 21 10 9 3x4 = 3x6= 4x6 3x4= 3x4= I 8-7-2 I 18-9-11 I 25-1-4 25-212 8-7-2 10-2-9 6-3-9 0-1-8 Plate Offsets(X,Y)— 12:0-0-0,0-0-111,110:0.1-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.20 11-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.58 11-13 >512 180 TCDL 7.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.06 10 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-AS Weight:144 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 4-11,6-10,7-10 7-10:2X6 DF SS G REACTIONS. (lb/size) 10=1067/0-2-12,2=1205/0-5-8 Max Horz 2=509(LC 14) Max Uplift 10=-408(LC 14),2=-278(LC 14) Max Gray 10=1345(LC 21),2=1249(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2120/342,3-4=-1878/297,4-6=-888/76 BOT CHORD 2-13=-712/1887,11-13=491/1297,10-11=-240/759 WEBS 3-13=-371/258,4-13=-109/606,4-11=-738/335,6-11=-111/746,6-10=1253/395, 7-10=-304/127 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)-2-4-12 to 0-5-1,Interior(1)0-5-1 to 25-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �Ca D PR OF'":6",s, S 3)Unbalanced snow loads have been considered for this design. • 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs Gj ANG I N EF9 cS'jO non-concurrent with other live loads. C? 2 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. „� g200P E 97 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,with BCDL=10.0psf. 7)A plate rating reduction of 20a/o has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. I. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=408,2=278. y A-OREGON lVQ 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Z- "meq w t' A sheetrock be applied directly to the bottom chord. Q 1 4, 2O �p� ' RRU - EXPIRES: 12-31-2019 April 24,2018 I I NM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. III Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 20850 POLYGON NW-6373A-ENG REVIVAL K4532604 20850 B10 Jack-Closed 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:50 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-HSEQFwlxjybIZ_gE961GFDekRFyGMmHcvS edQzNgl3 6-3-9 I 12-5-0 I 18-6-8 24-11-8 I 6-3-9 6-1-8 6-1-8 6-5-0 5.0012 6 7 Scale=1:59.9 3 1. 3x4 18 3x4 17 5 4 O 354 y d 1.554 \\ 2 16 1 12 19 20 11 21 10 9 8 3x4= 3x4= 4x6= 3x4= 4x8 = I 8-4-1 I 18-6-8 I 24-11-8 I 8-4-1 10-2-8 6-5-0 Plate Offsets(X,Y)— 19:0-2-4,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.20 10-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.60 10-12 >489 180 TCDL 7.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.06 9 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:141 lb 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*Except* WEBS 1 Row at midpt 6-9,3-10,5-9 6-9:2X6 DF SS G WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 9=1063/Mechanical,1=1033/Mechanical Max Horz 1=503(LC 11) Max Uplift 9=-360(LC 14),1=247(LC 14) Max Gray 9=1310(LC 20),1=1070(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2073/470,2-3=1835/425,3-5=-861/232,6-9=-331/178 BOT CHORD 1-12=612/1840,10-12=-451/1272,9-10=-279/730 WEBS 2-12=-355/259,3-12=-109/586,3-10=-740/345,5-10=-132/737,5-9=-1164/375 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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 24-11-8 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 �p P R OFt- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 `C,- �t.9"- 3) 3)Unbalanced snow loads have been considered for this design. �Gj NG I N� '7 s/O 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,7 2 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 ��4 9� will fit between the bottom chord and any other members,with BCDL=10.Opsf. 89200 P E 6)A plate rating reduction of 20%has been applied for the green lumber members. 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)except(jt=lb) 9=360,1=247. CI Cr 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum OREGON 4// sheetrock be applied directly to the bottom chord. LND�� <O ,9y Z 14, O P MFRRIL- EXPIRES: 12-31-2019 April 24,2018 I I ra 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 MiTebS connectors.This design is based only upon parameters shown,and is for an individual building component,not „ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532605 20850 B11 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:51 2018 Page 1 ID:hiPFTAkm 8HQAGV9ASSWKjzOr?n-IfopSGlaUGjcB8PQjpHVoRApwfLW5Ag186kC9szNg12 I 6-10-12 1 13-9-2 141-511)1 17-7-15 1 24-11-8 I 6-10-12 6-10-6 d-8-9 3-2-4 7-3-9 Scale=1:62.3 6 7 . ..II 19 4x8 \\ 5x8= 4 3 5.00 12 i217 3x4 16 'T2 `aN_15 d 5x6 r 1 y I, 11 ' [] Yri 14 13 12 11 10 20 98 3x4 11 3x8= 3x4 =3x4= 3x4 = 6x6 I 6-10-12 13-9-2 1 17-7-15 I 24-11-8 l 6-10-12 6-10-6 3-10-14 7-3-9 Plate Offsets(X,V)- f13:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft L/d PLATES GRIP TCLL25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.08 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.16 9-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.03 9 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:158 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(5-11-5 max.):3-5. WEBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied. 1-14,6-9:2x4 DF No.1&Btr WEBS 1 Row at midpt 2-12,3-10,5-9,6-9 REACTIONS. (lb/size) 9=1074/Mechanical,14=1046/Mechanical Max Horz 14=369(LC 14) Max Uplift 9=-417(LC 14),14=-204(LC 14) Max Gray 9=1464(LC 32),14=1493(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1861/242,2-3=-1407/198,3-5=967/167,1-14=-1424/238 BOT CHORD 13-14=-414/246,12-13=-558/1607,10-12=-378/1159,9-10=285/957 WEBS 2-13=-302/138,2-12=-539/218,3-12=-75/402,3-10=-447/218,5-10=-116/535, 5-9=-1410/421,1-13=-151/1531,6-9=-362/149 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-5-11,Exterior(2)13-10-14 to 17-7-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 QEp PR OFFS 3)Unbalanced snow loads have been considered for this design. G I NF (5%4)Provide adequate drainage to prevent water ponding. GJ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �A- 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 '9 will fit between the bottom chord and any other members,with BCDL=10.Opsf. Q 89200 P E T- 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ` 9=417,14=204. O 0, 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ��""OREGON � 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. "l- -�/ N ��� /6 iy. 14 2 0 MRRIL\- EXPIRES: 12-31-2019 April 24,2018 I 1 IMIM ®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 Mirek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 T Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532606 20850 B12 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:52 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASS WKjzORn-ErLBgc2CFZsTpI_dHXokKeLa2fCgfgvMmTliJzNgl1 6-3-8 1 12-3-9 18-6-11 19-3-4 22-5-9 1 24-11-8 1 6-3-8 6-0-0 6-3-3 -8- 3-2-4 2-5-15 4x6% Scale=1:59.7 4x8 = 7 8 5I 4 19 Iiii 5.00 12 18 3x4 3 4x4 2 N - d .. 17 `• d 16 3x4 II 1 I ■■ [7 �- Y6 15 14 21 13 12 22 11 10 9 3x6= 3x4= 3x6= 6x6= 4x8= 1.5x4 1 I 9-3-8 1 18-6-11 i 22-5-9 1 24-11-8 1 938 9-3-3 3-10-14 2-5-15 Plate Offsets(X,Y)— 16:0-5-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.20 12-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(CT) -0.31 12-14 >964 180 TCDL 7.0 Rep Stress Ina YES WB 0.63 Horz(CT) 0.04 10 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:179 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(6-0-0 max.):4-6. WEBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied. 7-10:2x4 DF No.1&Btr WEBS 1 Row at midpt 3-12,4-12,6-10,2-15,7-10 REACTIONS. (lb/size) 10=1089/Mechanical,15=1041/Mechanical Max Horz 15=365(LC 14) Max Uplift 10=-423(LC 14),15=-202(LC 14) Max Gray 10=1427(LC 32),15=1367(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1688/251,3-4=-921/129,4-6=-723/181 BOT CHORD 14-15=568/1512,12-14=-427/1329,11-12=90/288,10-11=90/288 WEBS 3-14=-56/345,3-12=-916/316,6-12=-339/1152,6-10=-1276/400,2-15=-1754/220 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 19-3-4,Exterior(2)18-6-11 to 22-5-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. �_c[� P R Otp� t� 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. \c,,' ANG N�`'Al7 /O2 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 7 will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. 4 $9200 P E "K.. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=423,15=202. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum '°" sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGONtt. l(/� G/0Ay14, 2As u�P4 /ii -r-. 12-31-2019 April 24,2018 t 1 rr. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev.10/07/2015 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532607 20850 B13 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:54 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-AETx5H4Sn B6B2b8?OygCP3ollsMDIXsBg4ysmBzNql? 24-11-8 I 7-6-2 I 14-8-12 I 22-2-5 22r11-I11 1 7-6-2 7-2-10 7-5-12 49-3 1-11-13 5.00 12 8x8% 1.5x4 II Scale=1:68.4 6 8 oil: . 18 3x4 3x4 4 3 0 3x4 csr 2 17 q, 16 406 1 I 15 14 13 12 20 11 10 9 3x4 II3x6= 3x4= 3x8 3x4 = 3x4= ) 7-6-2 I 14-8-12 I 22-2-8 1 24-11-8 I 7-6-2 7-2-10 7-5-12 2-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.10 11-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.17 11-13 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.72 Horz(CT) 0.03 10 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:171 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(10-0-0 max.):5-8. WEBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied. 4-11,5-11,5-10,7-10:2x4 DF No.1&Btr WEBS 1 Row at midpt 2-13,4-11,5-10,7-10 REACTIONS. (lb/size) 10=1085/Mechanical,15=1033/Mechanical Max Horz 15=389(LC 14) Max Uplift 10=386(LC 14),15=-185(LC 14) Max Gray 10=1447(LC 29),15=1269(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1675/209,2-4=-1370/155,4-5=-521/30,1-15=-1194/223 BOT CHORD 14-15=-441/268,13-14=-539/1473,11-13=-347/1147,10-11=84/304 WEBS 2-13=-400/235,4-13=-48/443,4-11=-1211/381,5-11=-201/1003,5-10=-1568/435, 1-14=-102/1412 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 22-11-11,Exterior(2)22-5-6 to 24-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �n P R F� 3)Unbalanced snow loads have been considered for this design. V 4)Provide adequate drainage to prevent water ponding. 4((..3:ss 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \� �GNG I N��c9 s/O2 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide , will fit between the bottom chord and any other members,with BCDL=10.0psf. �� 88200 P E "9t� 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) /rte 10=386,15=185. .,/ L . .,r . 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ` sheetrock be applied directly to the bottom chord. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -y OREGON Ix �(/� L,O My 14, 2.°\ 4 FRRILL EXPIRES: 12-31-2019 April 24,2018 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 mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532608 20850 814 Roof Special 1 1 Job Reference(optional) , Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:54 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-AETx5H4SnB6B2b8?OygCP3olusOAlbDBg4ysmBzNgl? 13-10-0 12-11-6 1 6-1-9 I 12-2-13 121-91 1 6-1-9 6-1-4 5x -x'1�--]2 3 Scale=1:74.2 5.00 12 3 04105 06 14 3x4 i 13 12 3x6 1 O N_ c5 - d N , d 1Y 11 15 10 16 9 8 7 3x4 II 3x4= 3x4 = 3x12 = I 6-1-9 I 12-2-13 13-10-Q 6-1-9 6-1-4 1-7-3 Plate Offsets(X,Y)— 13:0-6-0,0-1-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.05 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.10 9-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.00 8 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:142 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(10-0-0 max.):3-6. WEBS 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied. 2-10,1-11,1-10:2x4 DF Stud/Std,5-8:2X6 DF SS G WEBS 1 Row at midpt 2-10,2-9,5-8,3-8 REACTIONS. (lb/size) 11=544/Mechanical,8=636/Mechanical Max Horz 11=310(LC 11) Max Uplift 11=-18(LC 14),8=-301(LC 14) Max Gray 11=820(LC 29),8=906(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=473/53,1-11=767/44 BOT CHORD 10-11=-348/227,9-10=-207/343 WEBS 2-9=-492/320,3-9=-147/493,1-10=0/486,3-8=-1037/450 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-11-6,Exterior(2)12-5-11 to 13-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. �� PR OFF S 4)Provide adequate drainage to prevent water ponding. �, CS' 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Co NGINFF9 /0 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 , 2 will fit between the bottom chord and any other members,with BCDL=10.Opsf. `V 'f� 7)A plate rating reduction of 20%has been applied for the green lumber members. :9200P `! 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except(jt=lb) 8=301. 40, ^^ 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 4 sheetrock be applied directly to the bottom chord. OREGON 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ` � ,�/4 / q y N O 14, P HERRN.-e' EXPIRES: 12-31-2019 April 24,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not M. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532609 20850 B15 Jack-Closed 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:55 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASS WKjzOr?n-eQI JId44XU E2gljByfLRyHLWvGk614?L2kiPlezNgl_ I 6-11-0 I 13-10-0 6-11-0 6-11-0 Scale=1:68.6 3 4 5.00 12 3„�- 11 3x4% 10 2 1ii 3x6 1 d cb 8 12 7 13 6 5 3x4 II 3x4= 5x6 = I 6-11-0 I 13-10-0 6-11-0 6-11-0 Plate Offsets(X,Y)— 16:0-1-8,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.06 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.12 7-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.28 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:113 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 3-6,2-7,2-6 3-6:2X6 DF SS G,2-6:2x4 DF No.1&Btr REACTIONS. (lb/size) 8=560/Mechanical,6=590/Mechanical Max Horz 8=553(LC 11) Max Uplift 8=129(LC 14),6=-335(LC 11) Max Gray 8=706(LC 24),6=695(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=588/285,1-2=-403/131,2-3=-253/212,3-6=-287/207 BOT CHORD 7-8=670/582,6-7=-400/467 WEBS 1-7=175/484,2-6=-505/430 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. Q9) P R()Fe 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ((, L lS 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 ., �NG I N 4.„ s/6 will fit between the bottom chord and any other members,with BCDL=10.Opsf. ( . ?i 6)A plate rating reduction of 20%has been applied for the green lumber members. Q�/ 92 I 0 "9� 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=129,6=335. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. CICC OREGON Dt S L<0MY14, 2°�P# FFI R ILL EXPIRES: 12-31-2019 April 24,2018 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. NMI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 20850 POLYGON NW-6373A-ENG REVIVAL K4532610 20850 BG GABLE 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:34:59 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-WBGg8?8bbjkU9M 1 zBVQN67 W9Nt5azouxzMgdQPzNgkw 1-24-12 I 7-9-2 1 23-4-3 I 29-9-4 I 34-1-0 1 2-4-12 7-9-2 15-7-1 6-5-1 4-3-12 4x6 II 3x4 = Scale=1:79.8 5.00 12 78 8 79 r 3x6 3x4-- 77 - 7 8x8 3x4 -2- l' 4x4% 5 ,,,,,,.. iidoi '!l�i �!!!! �Y!!- m• 24 d 4 3x4 I M 2 X111111 N . 1. IMINkj . MIN...6-1 -- -•-- -•--• ---• ---------•4.1224Nh.. lik 23 22 21 2019 18 17 16 15 14 13 12 80 11 10 3x4= 4x4 = 3x4= 3x4= 3x4 = 6x6 = 3x4= I 7-9-2 I 13-8-8 1 17-0-14 1 23-4-3 I 29-9-4 1 34-1-0 1 7-9-2 5-11-6 3-4-6 6-3-5 6-5-1 4-3-12 Plate Offsets(X,Y)- 125:0-4-8,0-2-81,126:0-4-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.03 11-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.09 12-14 >999 180 TCDL 7.0 Rep Stress Ina. NO WB 0.67 Horz(CT) 0.03 10 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:811 lb 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*Except* WEBS 1 Row at midpt 9-10 6-24:2X6 DF SS G JOINTS 1 Brace at Jt(s):25,26 OTHERS 2x4 DF Stud/Std REACTIONS. All bearings 14-0-0 except(jt=length)10=Mechanical. (Ib)- Max Horz 2=535(LC 13) Max Uplift All uplift 100 lb or less at joint(s)16,22,23 except 15=-932(LC 14),19=-307(LC 14),10=991(LC 14),2=-164(LC 10) Max Gray All reactions 250 lb or less at joint(s)16,17,18,20,21,22,23 except 15=3156(LC 1),15=3156(LC 1),19=656(LC 1),10=3482(LC 1),2=498(LC 1),2=498(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-530/132,3-4=-689/280,4-6=-1866/705,6-7=-2234/713,7-8=-1030/368, 8-9=-843/316,10-24=-1313/457,9-24=-1314/460 BOT CHORD 2-23=340/371,22-23=340/371,21-22=-340/371,20-21=340/371,19-20=-340/371, 18-19=340/371,17-18=340/371,16-17=-340/371,15-16=-340/371,14-15=370/524, 12-14=720/1664,11-12=-800/2082,10-11=-515/1343 WEBS 6-26=-388/243,25-26=279/457,4-15=-3152/1004,3-19=-642/306,3-15=-43/286, 8-25=-1224/490,6-14=-2102/719,4-14=724/2504,11-25=-231/947,10-25=2566/874, X226�11 8/4282-26=328/217,7-26=1158/492,7-25=-1300/480,6-12=176/639, \�.`,<(, NG P Opp-,11- /0 NOTES- C? 4..1.., 2 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �� $9ZOOP E "9� Top chords connected as follows:2x4-1 row at 0-8-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. 4 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to . ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. tr 3)Wind:ASCE 7-10;Vult=14omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; y OREGON 4j MWFRS(envelope)gable end zone and C-C Exterior(2)-2-4-12 to 1-0-2,Interior(1)1-0-2 to 29-9-4,Exterior(2)29-9-4 to 33-2-2 1- -k7, 0N _& zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions Q y 14, Z Pl- shown;Lumber DOL=1.60 plate grip DOL=1.60 /iJ Qj 4)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry FR A�`\. Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 EXPIRES: 12-31-2019 6)Unbalanced snow loads have been considered for this design. 7)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs April 24,2018 f^.nnrtinuednmntrtanimDith nther live Inad& 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek1 is always required for stability and to prevent collapse 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532610 20850 BG GABLE 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:00 2018 Page 2 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-?NgCLL8DM 1 sLmWb9lCxcfK2K7H RpiF74COPAzrzNgkv NOTES- 8)All plates are 1.5x4 MT20 unless otherwise indicated. 9)Gable studs spaced at 1-4-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) *This truss has been designed for a live load of 20.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,with BCDL=10.Opsf. 12)A plate rating reduction of 20%has been applied for the green lumber members. 13) Refer to girder(s)for truss to truss connections. 14) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,22,23 except(jt=lb)15=932,19=307,10=991, 2=164,2=164. 15)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-8=-314(F=-250),8-9=-314(F=-250),10-73=-20 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 20850 POLYGON NW-6373A-ENG REVIVAL 20850 BHR CORNER RAFTER 2 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005,d 8.130 s Apr 7 2018 MiTek Industries,Inc.Tue Apr 24 09:14:05 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-Odnko7wTPM12dTVll_Eb41 ugQZhnLfmSJCgZtzN Wqm 32-2-6 l -2-7-2 l 6- 5-6 6-7r3 13-1-15 l 15-5-2 l 20-7-8 20-'Arlo 25-9-15 262(0 31-0-5 31( 7 2-7-2 6-5-6 0-1-Y3 6-6-12 2-3-3 5-2-6 0-4-2 4-10-5 0-4-2 4-10-5 0-4- 0-9-15 Scale=1:68.6 9 10 4.62 12 / Iv d 8 12 7 3x4 5 ," d... • g M 4 N lii 4x6 3x6 3x6 3 3x6 % ...,. 3x6 11 0 2 I- 6-51 I 6-5-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) 0.23 3-4 >341 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.28 3-4 >277 180 TCDL 7.0 Rep Stress Inez NO WB 0.00 Horz(CT) -0.01 9 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:60 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 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. All bearings Mechanical except(jt=length)2=0-7-3,3=0-1-10,4=0-3-14. (Ib)- Max Horz 2=590(LC 14) Max Uplift All uplift 100 lb or less at joint(s)except 2=-100(LC 10),3=-249(LC 14),5—163(LC 14),4—190(LC 14),7=-224(LC 14),8=219(LC 14),9=-161(LC 14) Max Gray All reactions 250 lb or less at joint(s)5 except 2=428(LC 1),3=363(LC 1),4=283(LC 1),7=362(LC 20), 7=333(LC 1),8=529(LC 20),8=323(LC 1),9=442(LC 20),9=255(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-761/253,3-11=-751/278,3-4=-615/226,4-5=-492/175,5-6=-394/124, 6-7=-388/144,7-12=255/84 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 Comer(3)-2-7-2 to 1-7-13,Exterior(2)1-7-13 to 32-2-6 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=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ac 3 P R OFF 4)*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 ` `. I N cn s will fit between the bottom chord and any other members. 5 G E 7 / 5)Refer to girder(s)for truss to truss connections. N i2 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �� -92 I O -yt' capacity of bearing surface. 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 2,249 lb uplift at joint ! / -" 3,163 lb uplift at joint 5,190 lb uplift at joint 4,224 lb uplift at joint 7,219 lb uplift at joint 8 and 161 lb uplift at joint 9. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,7,8,9. cr - OREGON � �Q,j LOAD CASE(S) Standard 426-'7-.4' - 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 �O -. ' 14, 2 4 Uniform Loads(plf) R i L ON Vert:1-10=-64 �C �- EXPIRES: 12-31-2019 April 24,2018 4 i la- 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 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532612 20850 E01 Roof Special 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:01 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-TaOaZh9r7K COgALJWSrCYbTmhIpRIYDRg9jVHzNgku 1-0-0 8-0-6 15-9-4 I 20-1-0 1 1-0-0 I 8-0-6 I 7-8-14 4-3-12 Scale=1:39.3 4x6 5.00 11 9 13 4 14 3.00 12 12 f 15 3x4 3x4% 5 3 1 ✓ di. ,n 4x6 11 2 A� 4 r trim [7 9 B 7 10 6 3x4 II 4x4= 3x4= 3x6= 1.5x4 II I 8-0-6 I 15-9-4 I 20-1-0 I 8-0-6 7-8-14 4-3-12 Plate Offsets(X.Y)- 14:0-3-0,0-1-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.07 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.14 9-10 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.46 Horz(CT) 0.01 6 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-AS Weight:104 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 3-7 REACTIONS. (lb/size) 6=829/Mechanical,10=907/0-5-8 Max Harz 10=171(LC 11) Max Uplift 6=-194(LC 10),10=-285(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1308/353,3-4=-628/205,4-5=-630/210,2-10=-828/324,5-6=-800/248 BOT CHORD 9-10=-225/283,7-9=-361/1213 WEBS 3-7=-755/283,2-9=-246/1049,5-7=-189/713 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 15-9-4,Exterior(2)15-9-4 to 18-9-4 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 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 25.0 psf on overhangs t non-concurrent with other live loads. �Q�D PR Op s 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G��� n s- 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 �Cj N F O 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 194 lb uplift at joint 6 and 285 lb uplift at - 89200 P E x joint 10. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. --` 7 4 OREGON \ t. 4Citr <4 '9y14, 2° `± MFRR IL\-- EXPIRES: 12-31-2019 April 24,2018 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ! a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M-Tek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532613 20850 E01A Roof Special 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:02 2018 Page 1 ID:hiPFTAkm 8HQAGV9ASSWKjzOr?n-xmyzmlATue620gIYsdz4k18db451AArNfKuHlkzNgkt -1-0-0 I 8-0-7 I 15-9-6 I 17-10-4 I 20-1-0 1-0-0 8-0-7 7-8-15 2-0-14 2-2-12 5.00 12 5x6 = Scale=1:44.0 5x8= 5 3x4 II 4, •', 6 3.00 12 15 07 3x4 3 4 m Ifh 0 4x6 = 14 1 2 d1161111111111111111111111111111111.1111111 r E1az _ Eriii 12 11 10 9 8 13 3x4 II 4x4= 3x4= 4x8= 3x8= 8-0-7 i 15-9-6 l 20-1-0 I 8-0-7 7-8-15 4-3-10 TOADING (psf) 250 SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Lid PLATES GRIP CLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.07 12-13 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.14 12-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.59 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:117 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 3-10 REACTIONS. (lb/size) 13=901/0-5-8,9=847/Mechanical Max Horz 13=256(LC 11) Max Uplift 13=-282(LC 10),9=-222(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1298/346,3-4=-609/195,4-5=-634/271,2-13=-823/321 BOT CHORD 12-13=334/357,10-12=390/1203 WEBS 3-10=-761/282,4-10=-450/263,5-10=-337/952,2-12=-239/1040,5-9=-756/261 NOTES- 1)Wind:ASCE 7-10;Vu@=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 17-10-4,Exterior(2)17-10-4 to 20-1-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;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 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �C�>�� P R OF�s 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. ��CO NGI N EF9 sib 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 282 lb uplift at joint 13 and 222 lb uplift ' 29t� at joint 9. :9200P E 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �,,,,. y„ sheetrock be applied directly to the bottom chord. 4,00,. ....- co 4.OREGON \� �iVQ 190-'71}- 14, 2° �,`�" MFRRILL Q' EXPIRES: 12-31-2019 April 24,2018 1 r mm 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 MiTeke connectors.This design is based only upon parameters shown,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" et.RY • is always required for stability and to prevent collapse 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532614 20850 EG-1 GABLE 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:05 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKIzOr?n-LLe502CMBZUdtHU6YIXnMOm1_I1 LNTVpM17xe2zNgkq 5-6-10 I 10-11-8 16-4-6 I 21-11-0 5-6-10 5-4-14 5-4-14 5-6-10 JUS26 JUS26 • JUS26 JUS26 JUS26 JUS26 3x8 II 3x6= 8x8= 3x6= 3x8 II Scale=1:72.5 JUS26 JUS26 JUS26 JUS26 2 J3 2 5 5;0356 57 � Aw 58 4 59 60 ,5 l -1� � Ili VIII Ill ! OR ill 9 8x12 II !I 2 2 211 - c c 1, 2 2 c3 2 2 15 8x12 II 14 ' 4 II . II 3x4 II 3x. 3x4 3(4 I I 4)12 II 5x12 II n 3x4 I I 3xo I g II 3x, II• o 5t2 II 3 3: I n 1 IIID #I : II 1 irn - en: w E fin: I�RE 10 61 62 9 63 64 65 866 67 68 69 7 70 71 72 6 8x8= 3x4 I I8x8= 3x4 I I 8x8 = 3x4 I I 8x8 = 3x4 II 8x8 = HUS26 3x4 II 3x4 II 3x4 II 3x4 13x4 3x4 II II 3x4 II HUS26 HUS26 HUS26 HUS26 HUS26 JUS24 JUS24 JUS24 JUS24 HUS26 Special I 5-6-10 1 10-11-8 I 16-4-6 I 21-11-0 5-6-10 5-4-14 5-4-14 5-6-10 Plate Offsets(X,Y)— [3:0-4-0,0-4-121,17:0-2-12,0-4-121,18:0-4-0,Edoe1.19:0-2-12,0-4-121.111:0-4-8,0-2-81,113:0-4-8,0-2-81,114:0-3-8,0-4-01,115:0-3-8,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def) L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.10 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.76 Vert(CT) -0.21 8-9 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0.85 Horz(CT) 0.03 6 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MS Weight:818 lb FT=20% BCDL 20.0 LUMBER- BRACING- TOP CHORD 2X6 DF SS G TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-5, except end verticals. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 1-10,5-6 1-10,5.6:2X8 DF SS G,12-14,12-15:2X6 DF SSG JOINTS 1 Brace at Jt(s):1,5,11,12,13 9-14,7-15:2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std REACTIONS. (lb/size) 10=17115/0-5-8,6=13485/0-5-8 Max Horz 10=426(LC 5) Max Uplift 10=-4934(LC 4),6=-4234(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 10-14=9650/2893,1-14=-681/214,2-3=-4802/1418,3-4=-4415/1372,6-15=-8875/2873, 5-15=-973/285 BOT CHORD 9-10=-420/338,8-9=1636/4748,7-8=-1443/4160 WEBS 2-11=-137/471,3-12=-341/84,11-12=-190/554,12-13=-190/554,13-15=-189/322, 2-14=-5472/1603,4-15=-5024/1564,3-11=-1742/579,3-13=-2195/610,9-11=-1822/760, 8-12=-371/93,7-13=-3130/860,9-14=-2321/7654,7-15=2219/6615,8-11=-723/1641, 8-13=-805/2618 NOTES- QED PROFF 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: " s Top chords connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. GJ� NG N��9 s�� Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. ��? ?/9 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 89200 R E ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. a,: .- 3)Wind:ASCE 7-10;Vult=l40mph(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 4)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry so Q Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. -7GA-OREGON /.(/ 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 /6"meq O\ 6)Provide adequate drainage to prevent water ponding. )- 14, Z c..A 7)All plates are 1.5x4 MT20 unless otherwise indicated. MFS R �-, v 8)Gable studs spaced at 1-4-0 oc. rl 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide EXPIRES: 12-31-2019 will fit between the bottom chord and any other members,with BCDL=20.0psf. 11)A plate rating reduction of 20%has been applied for the green lumber members. April 24,2018 Continued on Daae 2 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Niff Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 Miele is always required for stability and to prevent collapse 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532614 20850 EG-1 GABLE 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:05 2018 Page 2 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-LLe5O2CMBZUdtHU6YIXnMOm1_I I LNTVpM17xe2zNgkq NOTES- 12) Bearing at joint(s)10,6 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 4934 lb uplift at joint 10 and 4234 lb uplift at joint 6. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Use USP HUS26(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 10-0-0 oc max.starting at 0-3-10 from the left end to 20-4-12 to connect truss(es)to front face of bottom chord. 16) Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 12-4-12 from the left end to 18-4-12 to connect truss(es)to front face of bottom chord. 17) Use USP JUS26(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-4-12 from the left end to 20-4-12 to connect truss(es)to back face of top chord. 18) Fill all nail holes where hanger is in contact with lumber. 19) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3276 lb down and 1001 lb up at 21-7-6 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=-64,6-10=-40 Concentrated Loads(Ib) Vert:4=-767(B)7=-655(F)10=-6492(F=-1328)6=-3276(B)52=-767(B)53=-767(B)54=-767(B)55=-767(B)56=-767(8)57=-767(B)58=-767(B)59=-767(B) 60=-767(B)61=1399(F)62=-1399(F)63=-1399(F)65=-1399(F)66=-1399(F)67=-655(F)69=-655(F)70=-655(F)72=-1331(F) 1 f WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532615 20850 F01 KINGPOST 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:06 2018 Page 1 Q ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-pXCTcOD__ytcUUR3J5T2OvblUMIU36xayaysUAVzNgkp -0--0 6-1-4 I 5 9 -0 I 24-0-8 12-0-4 2-0-1 4x4 = Scale=1:79.2 7 6 8 5 941 4r : 12.00 12 4 3x6// • N 3 /.''c 12 ;; 13II 14� 2 39 i 3x6 II •cr <'1.1111 .1�,5 1 , �hI1 ' d ._. 44 PAWWW W.MN.WK..�.IPllP���' 017 43 28 27 26 25 24 23 22 21 20 19 18 3x4 =- 3x4 3x4 = 3x4 ', 3x4= 6-1-4 I 24-0-8 I 6-1-4 17-11-4 Plate Offsets(X.Y1— 12:0-2-6,0-1-81,116:0-2-6,0-1-8I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) 0.07 28-35 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.11 28-35 >999 180 TCDL 7.0 Rep Stress Ina- YES WB 0.80 Horz(CT) 0.01 16 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-MS Weight:213 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 DF Stud/Std*Except* 10-0-0 oc bracing:2-28,26-28. 3-29:2X6 DF SS G WEBS 1 Row at midpt 7-26,8-25,6-30,9-24 JOINTS 1 Brace at Jt(s):30,32 REACTIONS. All bearings 12-4-8 except(jt=length)2=0-5-8. (Ib)- Max Hors 2=-373(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,25,24,23,22,21,20,19,18,16 except 26=-137(LC 12) Max Gray All reactions 250 lb or less at joint(s)25,24,23,22,21,20,19,18,16 except 2=567(LC 1), 26=825(LC 20),16=257(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=580/137,13-14=-256/195,14-15=342/259,15-16=420/337 BOT CHORD 2-28=-163/483,26-28=164/480,25-26=269/367,24-25=-269/367,23-24=-269/367, 22-23=-269/367,21-22=-269/367,20-21=269/367,19-20=-269/367,18-19=-269/367, 16-18=269/367 WEBS 3-32=-534/321,31-32=-494/283,30-31=-577/382,29-30=-618/399,26-29=-695/217, 7-29=-262/98,3-28=0/299 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.ll;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 12-0-4,Exterior(2)12-0-4 to 15-0-4 zone; o*_p P R OFFS 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 ,, , NG I NE'F s/Q 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ,-• ?j 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs .l : Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532616 20850 F02 COMMON 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:07 2018 Page 1 1 Q ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-HklspkEcjAkL6beVfAZGRprfZ5nwrLf6pcc2jxzNgko i-0-0 6 2 15 I 5-9-5 I 17-9-9 5-9-5 1 64 5 2.NDI 4x6 II Scale=1:79.2 4 ii il 19 12.00�4 \\ 1.5x4 // 3 5 A A1720 2 M R1/..71r 3 21 22 10 9 23 24 8 25 26 •\6I� 3x4= 3x4= 3x6 = 3x8 = 3x4 = 8-2-0 15-10-8 24-0-8 I 8-2-0 7-8-7 8-2-0 Plate Offsets(X,Y)— 12:0-6-0,0-1-21,16:0-6-0,0-1-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) 0.09 10-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.18 8-16 >999 180 TCDL 7.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.02 6 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Weight:134 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-9-8 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 REACTIONS. (lb/size) 2=1074/0-5-8,6=1074/0-5-8 Max Horz 2=-373(LC 10) Max Uplift 2=-207(LC 12),6=-207(LC 13) Max Gray 2=1104(LC 20),6=1104(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1255/273,3-4=1185/449,4-5=1186/449,5-6=1255/273 BOT CHORD 2-10=219/1033,8-10=-42/675,6-8=-83/882 WEBS 4-8=-348/764,5-8=-460/429,4-10=348/764,3-10=-460/429 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(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 12-0-4,Exterior(2)12-0-4 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=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ��p P R OAF non-concurrent with other live loads. G C 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �` G N Ss� 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 Ca will fit between the bottom chord and any other members,with BCDL=10.Opsf. Z - '- �'7 02 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) '`�l 9 2=207,6=207. :921 921 0' 0 0'..,+..0.1?" , ,, OREGON tV4 /< i) 14, 20 �- MFRRIL= -53 EXPIRES: 12-31-2019 April 24,2018 r,_. r 9 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Wake connectors.This design is based only upon parameters shown,and is for an individual building component,not - a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi Tele is always required for stability and to prevent collapse with 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532617 20850 F03 COMMON 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:08 2018 Page 1 ID:hiPFTAkm 8HQAGV9ASSWKjzOr?n-mwJE14FEUUtCkIDhDu4V ONpCV73aovF2GLbFNzNgkn I 6-2-15 12-0-4 17-9-9 I 24-0-8 2g� 6-2-15 5-9-5 5-9-5 6-2-15 0 4x6 II Scale=1:79.2 3 ii 17 18 1.5x4 // 12.00 12 1.5x4 \\ 2 4 • 16 19 1 iAI= „ _: _. 5Ii o ._. 20 21 9 8 22 23 7 24 25 3x4= 3x4= 3x6= 3x6 = 3x4=- I I 8-2-0 I 15-10-8 24-0-8 8-2-0 7-8-7 8-2-0 Plate Offsets(X,Y)— 11:0-6-0,0-1-21,15:0-6-0,0-1-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) 0.10 9-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.44 Vert(CT) -0.18 9-12 >999 180 TCDL 7.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.02 5 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Weight:132 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-8-10 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 WEBS 1 Row at midpt 3-9 REACTIONS. (lb/size) 1=1008/0-5-8,5=1075/0-5-8 Max Horz 1=364(LC 8) Max Uplift 1=-177(LC 13),5=-208(LC 13) Max Gray 1=1045(LC 21),5=1105(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1256/278,2-3=1191/464,3-4=-1186/450,4-5=-1256/274 BOT CHORD 1-9=-223/1037,7-9=-43/677,5-7=-84/883 WEBS 3-7=-348/764,4-7=-460/429,3-9=-354/771,2-9=-458/432 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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-0-4,Exterior(2)12-0-4 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=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. ��� PRO pts 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 sCO� ��01 N4F.7 s/0 will fit between the bottom chord and any other members,with BCDL=10.0psf. C? ?/ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �/ p 9 1=177,5=208. CC 89200PE r- 7 4 OREGON�� 4// /O 1).- . a Q�' MRR10-Q' EXPIRES: 12-31-2019 April 24,2018 a 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 ANSIITPl1 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 '20850 POLYGON NW-6373A-ENG REVIVAL K4532618 20850 F04 COMMON 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:08 2018 Page 1 ID:hiPFTAkm 8HQAGV9ASSWKjzOr?n-mwJE14FEUUtCkIDhDu4V ONpCV73aovF2GLbFNzNgkn I 6-2-15 I 12-0-4 I 1779-9 I 24-0-8 25-0-8 6-2-15 5-9-5 5-95 6-2-15 0 4x6 II Scale=1:79.2 3 ri 17 18 12.00 1.5 12 x4 \\ 1.5x4 // iNir 2 4 16 AIL 1 o M 20 21 9 8 22 23 7 24 25 ,\ 3x4= 3x4 = 3x6= 3x6 3x4= I 8-2-0 I 15-10-8 24-0-8 I 8-2-0 7-8-7 8-2-0 Plate Offsets(X,Y)— 11:0-6-0,0-1-21,[5:0-6-0,0-1-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) 0.10 9-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.44 Vert(CT) -0.18 9-12 >999 180 TCDL 7.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.02 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Weight:132 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-8-10 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 WEBS 1 Row at midpt 3-9 REACTIONS. (lb/size) 1=1008/0-5-8,5=1075/0-5-8 Max Horz 1=-364(LC 8) Max Uplift 1=177(LC 13),5=-208(LC 13) Max Gray 1=1045(LC 21),5=1105(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1256/278,2-3=1191/464,3-4=1186/450,45=1256/274 BOT CHORD 1-9=-223/1037,7-9=-43/677,5-7=-84/883 WEBS 3-7=-348/764,4-7=-460/429,3-9=-354/771,2-9=-458/432 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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-0-4,Exterior(2)12-0-4 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=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs o non-concurrent with other live loads. C-�Ep P R OFe S 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` L tS 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 �C3 ANG I N s9 /O will fit between the bottom chord and any other members,with BCDL=10.0psf. , 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �/ '9 1=177,5=208. Q 89200PE r -L 4 OREGON�� lV/ /O 1y 14, 2-° P-�- MFRR ILL EXPIRES: 12-31-2019 April 24,2018 1 i A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek&connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532619 20850 F05 DBL.HOWE 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:10 2018 Page 1 I D:hiP FTAkm_8HQAGV9AS S W KjzOr?n-iJ R_SmGU?57wz3M4 KJ6z3RT7ZJim2 iQYVagiJGzNgkl 4-3-9 1 8-1-15 1 12-0-4 1 15-10-9 1 19-8-15 1 24-0-8 2p-0 4-3-9 3-10-5 3-10-5 3-10-5 3-10-5 4-3-9 1-0 4x8 II Scale=1:87.4 4 i1 12.00 4x8// A3x6 5 \\ 12 3 3x8// ,,,,, 3x6 \\ 6 2 / MUS26 Al\ 1 2I /I.III_„1.III!!"...III.....U.n.„,.7....11lt:_►` 71 0 $ 18 1319 20 12 21 11 22 10 23 9 5x12 5x6 MUS26 3x12 I I 6x6 = 8x8= 7x6 = 3x8 I I MUS26 MUS26 MUS26 MUS26 MUS26 MUS26 MUS26 HUS26 1 4-3-9 1 8-1-15 1 12-0-4 1 15-10-9 1 19-8-15 1 24-0-8 1 4-3-9 3-10-5 3-10-5 3-10-5 3-10-5 4-3-9 Plate Offsets(X,Y)-- 11:0-2-5,Edoel.(5:0-1-4,0-1-81,(7:0-0-0,0-0-11.110:0-2-12,0-4-81,111:0-4-0,0-4-81,112:0-3-0,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.14 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.87 Vert(CT) -0.33 9-10 >877 180 TCDL 7.0 Rep Stress Incl. NO WB 1.00 Horz(CT) 0.08 7 n/a n/a BCLL 0.0 Code IBC20151TP12014 Matrix-MS Weight:374 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 4-11 4-11:2x4 DF No.1&Btr WEDGE Left:2x6 SP No.2 REACTIONS. (lb/size) 1=8257/0-5-8,7=6389/0-5-8 Max Horz 1=364(LC 4) Max Uplift 1=-2117(LC 8),7=1855(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=9360/2501,2-3=-7466/2156,3-4=5732/1865,4-5=-5733/1862,5-6=-7660/2377, 6-7=-8964/2641 BOT CHORD 1-13=-1854/6599,12-13=-1854/6599,11-12=-1416/5206,10-11=-1495/5368, 9-10=-1777/6264,7-9=1777/6264 WEBS 2-13=586/2613,3-12=857/3517,4-11=2486/7720,5-10=-1347/4003,6-9=459/1673, 2-12=-2084/655,3-11=2789/880,5-11=3171/1253,6-10=-1341/544 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. ,sk0 PR OFF s Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. <(, s Webs connected as follows:2x4-1 row at 0-9-0 oc. Gj ANG►N Elc� /O 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 44 '9 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; 89200PE• t- MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 O x 5)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 9 OREGON�� k/6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. L. 4? 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide /O y 14 2° i{' will fit between the bottom chord and any other members. /� '9 8)A plate rating reduction of 20%has been applied for the green lumber members. FFIR,1--,l- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=2117,7=1855. EXPIRES: 12-31-2019 10) Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 6-0-0 oc max.starting at 0-8-12 from the left end to 15-11-12 to connect truss(es)to back face of bottom chord. April 24,2018 �,nnfiniter1 cn Dane 2 I pa— A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual balding component,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 Mak* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIrrPI1 Quality Criteria,DSB-89 and BCSI Budding 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532619 20850 F05 DBL.HOWE 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:10 2018 Page 2 I D:hi P FTAkm_8 HQAG V9ASS W KjzOr?n-iJ R_SmGU?57wz3M4KJ6z3RT7ZJ im2 iQYVagiJGzNq kl NOTES- 11) Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 11-11-12 from the left end to 13-11-12 to connect truss(es) to back face of bottom chord. 12) Use USP HUS26(Wth 16d nails into Girder&16d nails into Truss)or equivalent at 17-11-12 from the left end to connect truss(es)to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-20,1-4=-64,4-8=-64 Concentrated Loads(Ib) Vert:12=1102(B)11=1073(B)10=-1073(B)15=1100(B)18=-1098(B)19=-1102(B)20=-1102(B)21=-1102(B)22=-1073(B)23=-2738(B) 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. Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 iw i1ek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPI1 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532620 20850 H01 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:10 2018 Page 1 ID:hiPFTAkm 8HQAGV9ASSWKjzOr?n-iJR_SmGU?57wz3M4KJ6z3RT9jJr 2x0YVagiJGzNgkl -1-0-0 I 6 1-12 1-0-0 6-1-12 Scale=1:13.4 1.5x4 II 3 4 2.50 12 12 11 10 2 1111 3x4 = 6 // 5 1.5x4 II 6-1-12 I 6-1-12 Plate Offsets(X,Y)- [2:0-5-5,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL25.0 Plate Grip IDOL 1.15 TC 0.32 Vert(LL) -0.06 6-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.10 6-9 >697 180 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:20 lb 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 REACTIONS. (lb/size) 2=316/0-5-8,6=265/0-1-8 Max Horz 2=63(LC 13) Max Uplift 2=-124(LC 10),6=-78(LC 14) Max Gray 2=325(LC 21),6=292(LC 21) 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 Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-1-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 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 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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 DEQ PR 0E4- will fit between the bottom chord and any other members. * (r 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. C; �NG'N�LCn sO 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 7T 2 2=124. , / 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 4r. :9210. sheetrock be applied directly to the bottom chord. 4 7 ,,OREGON,(1).- �lV� �O ,(1).- 14, 20 0- MFRRILA-Q' EXPIRES: 12-31-2019 April 24,2018 MEM ®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 20850 POLYGON NW-6373A-ENG REVIVAL K4532621 20850 H02 Roof Special 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:11 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-AV?Mf5H7mPFnbDxGuOeCcf?MGIBknl?ikDaFsizNqkk -1-0-0 I 5-2-6 9-8-4 1-0-0 5-2-6 4-5-14 1.5x4 II Scale=1:19.9 4 5 5.00 FIT • 13 ...400 i i 4x4 2.50 12 3 Oil 12110 7 1 2 r r r ' _es '/cx4 = 8 7 3x4= 1.5x4 II 4.6 =6 I 5-2-6 I 9-8-4 I 5-2-6 4-5-14 Plate Offsets(X,Y)- 12:0-3-5,Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.05 8-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.07 8-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.01 7 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:39 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 REACTIONS. (lb/size) 2=463/0-3-8,7=415/Mechanical Max Horz 2=139(LC 14) Max Uplift 2=-142(LC 10),7=-139(LC 14) Max Gray 2=520(LC 21),7=437(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1078/181 BOT CHORD 2-8=-277/1038,7-8=-284/1020 WEBS 3-7=-1055/293 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 9-8-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced d snow loads have been consideredof miforthisis design. `tri PR FF`SS 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 25.0 psf on overhangs � Q 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. NCj �NGiNE>Cn /02 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. �� 9200P '9r 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) s' . 2=142,7=139. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 4,OREGON lV� Ix A. /6 1 14, 2° Qi` MRRIO-Q' EXPIRES: 12-31-2019 April 24,2018 I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Mi Teledesign.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi lek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532622 20850 JA01 Jack-Open 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:12 2018 Page 1 ID:hiPFTAkm 8HQAGV9ASSWKjzOr?n-ehZIsRIIXjNeCMWTSk9R8sYQ46WQWrVVrztJp09zNgkj 1-0 6-0-0 11-11-8 0 6-0-0 5-11-8 Scale=1:70.4 6 5 4 12.00 12 12 3 11 b12 rAmssmow 7 3x4 6-0-0 6-0-0 Plate Offsets(X,Y)— 12:0-4-0,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) 0.10 7-10 >729 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.12 7-10 >603 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 5 n/a n/a BCLL 0.0 Code IBC20151TP12014 Matrix-AS Weight:33 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. REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,7=Mechanical. (Ib)- Max Horz 2=562(LC 12) Max Uplift All uplift 100 lb or less at joint(s)7 except 3=-288(LC 12),4=-101(LC 12),5=-272(LC 12) Max Gray All reactions 250 lb or less at joint(s)7,4 except 2=393(LC 22),3=278(LC 20),5=260(LC 20) FORCES. (Ib)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-597/469,3-4=373/257,4-5=-340/200 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 11-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �(,c0 PR OFF 6)Refer to girder(s)for truss to truss connections. tS 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. �� �NGI FF9 6% 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) 4- 3=288,4=101,5=272. 4/ 9 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. Q v:9200P E ' 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A OREGON1)4 41 14, Z°N �Q"+" M�RRILL EXPIRES: 12-31-2019 April 24,2018 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7477 rev.10/e7/1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532623 20850 JA02 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:12 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzORn-ehZIsRIIXjNeCM WTSk9R8sYRG6WKWrWrztJpO9zNgkj D-03-9 6-0-0 l 12-1-5 -0 6-0-0 6-1-5 Scale=1:71.2 6 I� 11 g /0/ 7 3x4= 6-0-0 6-0-0 Plate Offsets(XX)- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) 0.10 7-10 >726 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.12 7-10 >594 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 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 BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings 0-1-8 except(jt=length)6=0-1-3,2=0-5-8,7=Mechanical. (Ib)- Max Horz 2=579(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,7 except 3=-288(LC 12),4=162(LC 12),5=162(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,7,4,5 except 2=386(LC 22),3=278(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-564/496,3-4=340/280 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 Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 12-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide p will fit between the bottom chord and any other members. Qcp P R OPF 6)Refer to girder(s)for truss to truss connections. G tS 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6,3,4,5. Gj� NG I 1\14.2..„. s/O 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7 except(jt=lb) 3=288,4=162,5=162. �/ 9 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)6,3,4,5. 92a 0* . 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ! 411111. ,_OREGON�� t(✓j /Q ik14, 20 MFR R I LL EXPIRES: 12-31-2019 April 24,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mil Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml lake is always required for stability and to prevent collapse 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532624 20850 JA03 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:13 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-6u774nINIOWq W5fORggh45hwWvDFlLBX3MwbzNgki -2-4-12 I 4-9-8 I 2-4-12 4-9-8 Scale=1:16.9 3 f11 5.00 12 8 N '''.4, c:, r N// N 2 PLIMIIIIIIIIIIIIII El IMI 4 1 48 3x4 = I 4-9-8 I 4-9-8 Plate Offsets(X,V)— 12:Edae,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) 0.02 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.03 4-7 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:17 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. REACTIONS. (lb/size) 3=116/Mechanical,2=391/0-5-8,4=44/Mechanical Max Horz 2=127(LC 14) Max Uplift 3=-75(LC 14),2=-133(LC 10) Max Gray 3=140(LC 21),2=400(LC 21),4=81(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)-2-4-12 to 0-5-1,Interior(1)0-5-1 to 4-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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 o will fit between the bottom chord and any other members. C` c��r�V PR OFF 7)Refer to girder(s)for truss to truss connections. Sel 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) NCo , GI NEER wo 2=133. N? ?/ 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ./ 9 sheetrock be applied directly to the bottom chord. CC •9200P E r <i "- '" J L ct- A OREGON�� /6 ,iy- 14, 2S pk- MFRRIO- 6 EXPIRES: 12-31-2019 April 24,2018 E As 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 �V 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 ANSITfPI1 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532625 20850 JA04 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:14 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzO?n-a4gVH7J?3Kd LSggrZ8BvDHdglwBk_frBQBovS 1 zNqkh -2-4-12 2-5-8 I 9-7-1 2-4-12 2-5-8 7-1-9 Scale=1:28.3 4x12 II 4 5 ill' 5.00 12 ' 13 0 N e\- 5x6 5x6 3 Ca 2 'hEJIMIII■ .s 3x6= 7 1 0 9 1 CA M. 4x6 = 1.5x4 II 3x4 = I 2-5-8 I 9-7-1 2-5-8 7-1-9 Plate Offsets(X,Y)- 12:Edge,0-1-81,f3:0-1-12.0-2-01.f4:0-3-7,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.06 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(CT) -0.13 7-8 >847 180 TCDL 7.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.03 7 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:45 lb 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 No.1&Btr*Except* WEBS 1 Row at midpt 3-7 3-7:2x4 DF Stud/Std REACTIONS. (lb/size) 7=395/Mechanical,2=564/0-5-8 Max Horz 2=206(LC 11) Max Uplift 7=130(LC 14),2=-174(LC 14) Max Gray 7=475(LC 21),2=584(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=611/99,4-7=-276/205 BOT CHORD 2-9=253/521,7-8=-529/1231 WEBS 3-7=1135/447 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)-2-4-12 to 0-5-1,Interior(1)0-5-1 to 9-7-1 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=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ` 3 t PRQFF 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ` s non-concurrent with other live loads. ,Gj� 0G4GIN4.,, s//, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (. 2 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 -Y_.. will fit between the bottom chord and any other members. Q : Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532626 20850 JA05 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:14 2018 Page 1 ID:hiPFTAkm_BHQAGV9ASSWKjzOr?n-a4gVH7J?3KdLSggrZ8BvDHdwIwGq_k?8QBovS 1 zNgkh -1-0-0 1-7-8 1-0-0 1-7-8 Scale=1:15.8 3 12.00 12 N bI 2 1 ►_. 4 3x4= 1-7-8 1 1-7-8 Plate Offsets(X,Y)- f2:0-2-6.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 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:8 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=35/Mechanical,2=152/0-5-8,4=13/Mechanical Max Horz 2=111(LC 12) Max Uplift 3=-44(LC 12),2=-29(LC 12) Max Gray 3=43(LC 20),2=152(LC 1),4=27(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=14Omph(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=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. nnGC 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. D P iR Opt, Q,5� NC'INeF9 uCi 89200PECC r eAgi -12- OREGON A � A,, 'O qy 14, 2° P4 MFRRIO- e' EXPIRES: 12-31-2019 April 24,2018 4• 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. 1101 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Aexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532627 20850 JA06 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:15 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-2GEtVTKdgeIC3gF 17si8mVA5UKcej BFHfrYT?TzNqkg -1-0-0 2-5-8 1-0-0 2-5-8 Scale=1:20.0 3 8 11 12.00 12 N c� 2 1 i�� 11 4 3x4 = 2-5-8 2-5-8 Plate Offsets(X,Y)- (2:0-2-6.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.00 47 >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 t Code IBC2015/TP12014 Matrix-MP Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=60/Mechanical,2=178/0-5-8,4=27/0-1-8 Max Horz 2=146(LC 12) Max Uplift 3=-74(LC 12),2=-15(LC 12) Max Gray 3=72(LC 20),2=178(LC 1),4=43(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 2-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �� P R FF 6)Refer to girder(s)for truss to truss connections. Q 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. .`�(, On 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. ,, ANG l N F.9 /O ,_`<4 89200PE• 9r Oma.. • 44. -yG OREGON�� �lV /O y 14, 2Q }- MFRRit�� EXPIRES: 12-31-2019 April 24,2018 t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532628 20850 JA07 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:15 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-2GEtVTKdgeIC3gF 17si8mVA5UKZ8jBFHfrYT?TzNqkg -1-0-0 2-5-8 13-3-8 1-0-0 2-5-8 0-10-0 Scale:12"=1' 4 3x4 11 3 12.00 12 , cn N c5 111.111 RI2 ' r-3x4 = I"o? 1 / 7 1.5x4 II 3x4= 2-5-8 I 3-3-8 I 2-5-8 0-10-0 Plate Offsets(X,Y)— r2:0-2-6,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-MR Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-7:2x4 DF Stud/Std REACTIONS. (lb/size) 4=56/Mechanical,2=209/0-5-8,5=69/Mechanical Max Horz 2=183(LC 12) Max Uplift 4=-56(LC 12),2=-3(LC 12),5=-50(LC 12) Max Gray 4=66(LC 20),2=209(LC 1),5=80(LC 20) FORCES. (lb)-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 2-2-8,Interior(1)2-2-8 to 3-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ��� PR OFk-s 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)4,2,5. NG1 N E�c�, s"0 Lt 9200PE OREGON �� ‘90-74)' 14, 2.°)\ EXPIRES: 12-31-2019 April 24,2018 • 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 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 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532629 20850 JA08 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:16 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-XSoFipLFbxt3h_gEhZDNJij FIjtESeVRtVHOXwzNgkf -1-0-0 I 2-5-8 I 4-1-8 1-0-0 2-5-8 1-8-0 Scale=1:28.3 4 1� 3x4 II 12.00 reiT 3 11��11 A„, 7 2 II 4x4= la 1 M 7 1.5x4 II 3x4 = 2-5-8 4-1-8 2-5-8 1-8-0 Plate Offsets(X,Y)- 12:0-2-6.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.02 6 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.36 Vert(CT) -0.02 6 >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-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. 3-7:2x4 DF Stud/Std REACTIONS. (lb/size) 4=87/Mechanical,2=242/0-5-8,5=75/Mechanical Max Horz 2=220(LC 12) Max Uplift 4=-93(LC 12),5=-43(LC 12) Max Gray 4=102(LC 20),2=242(LC 1),5=85(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 2-2-8,Interior(1)2-2-8 to 4-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ��Q P R OFF 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)4,5. �5� ANG I NEF9 tr s/� 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q� 89200 P E yr -7, A_OREGON 1), 44/ /O -44' 14, 2.°)\ MFRRILL � EXPIRES: 12-31-2019 April 24,2018 MUNI + t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532630 20850 JA09 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:17 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASS WKjzOr?n-?fMew9MtMF?wJ8PQFHkcrwFPS7BBB51a691 a3MzNgke -1-0-0I 2-5-8 I 4-11-8 1-0-0 2-5-8 2-6-0 Scale=1:32.4 4 12.00 1 3x4 m yy 3 d 11 i1_i2Ili i� Mill�.axs II R 1 ►�/ 7 3x4= 1.5x4 II I 2-5-8 I 4-11-8 I 2-5-8 2-6-0 Plate Offsets(Xy)- [2:0-2-6.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) 0.05 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.05 5-6 >999 180 TUX 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:21 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. 3-7:2x4 DF Stud/Std REACTIONS. (lb/size) 4=114/Mechanical,2=276/0-5-8,5=85/Mechanical Max Horz 2=258(LC 12) Max Uplift 4=-126(LC 12),5=-41(LC 12) Max Gray 4=134(LC 20),2=276(LC 1),5=95(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 2-2-8,Interior(1)2-2-8 to 4-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `,ycp PR OFF s 6)Refer to girder(s)for truss to truss connections. ` s 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 1Gj 0NG�NEFR /0 4=126. C? .4- 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum '/ n "yam sheetrock be applied directly to the bottom chord. =92 cs CC IL 47 OREGONC. A 41 /O 4/fr 14, 24 P-k- MFRRILL Q' EXPIRES: 12-31-2019 April 24,2018 1 1 mil ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mi Tek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeke is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532631 20850 JA10 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:17 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-?fMew9MtMF?wJ8PQFHkcrwFMJ7EaB5Ia691 a3MzNgke -1-0-0 I 5-9-8 1-0-0 5-9-8 Scale=1:36.5 3 /12.00 N co 1 3x4 5-9-8 I 5-9-8 Plate Offsets(X,Y)- [2:0-1-9.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) 0.09 4-7 >794 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.11 4-7 >630 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=158/Mechanical,2=310/0-5-8,4=77/0-1-8 Max Horz 2=295(LC 12) Max Uplift 3=-190(LC 12),4=-6(LC 12) Max Gray 3=186(LC 20),2=310(LC 1),4=107(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;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 5-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. o�O PR Opt 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. ,(N, ss 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=1b) Cj NGI N4. /O 3=190. 89200P r. 1.1 G 2lOREGON �� i0 qY 14, 20 P-�- MFRRILL EXPIRES: 12-31-2019 April 24,2018 t t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532632 20850 JA11 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:18 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-TrwO7VM W7Z7nwHzco_GrO7oWvXZnwY?kLpm7bozNgkd -1-0-U I 6-0-0 -7-81 1-0-0 6-0-0 -7-8 Scale=1:40.6 4 r 3 c1 12.00 12 I C 10 9 2 .I 1 ril 5 3x4 ' I 6-0-0 I 6-0-0 Plate Offsets(X,Y)- 12:0-1-9.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) 0.10 5-8 >743 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.12 5-8 >598 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:23 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. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-0. (Ib)- Max Horz 2=332(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,5 except 3=-225(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=324(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(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 6-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �.�[� P R Q FF 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)4,5 except(jt=lb) t• L 3=225. �Cj ANGfNE. j, s/o 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. � 2 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum .,'�/ -v sheetrock be applied directly to the bottom chord. Q 89200PE c- 411, ,000:90'. ice` .' . OREGON�� X4j '4 �Y14, 2� Q� MFRRIO- EXPIRES: 12-31-2019 April 24,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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,sea 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532633 20850 JA12 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:18 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASS WKjzOr?n-TrwO7VMW7Z7nwHzco_GrO7oVZXZmwY?kLpm7bozNgkd 1-1-0-01 6-0-0 7-5-8 1-0-0 6-0-0 1-5-8 Scale=1 44.8 4 13 3 812.00 12 qq 10 n 9 21 2 VA 1 =� orio5 3x4 = 6-0-0 6-0-0 Plate Offsets(X,Y1- 12:0-4-0,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) 0.10 5-8 >738 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.12 5-8 >596 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCLL 0.0 Code IBC2015/TP12014 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. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-0. (Ib)- Max Horz 2=370(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,5 except 3=-259(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=324(LC 1),3=252(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-279/239 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)2-0-010 7-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide p will fit between the bottom chord and any other members. ��[} P R Opp 6)Refer to girder(s)for truss to truss connections. �(.. c(� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) �Cj� NG E�` L.9 3=259. , ?j 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. w '9 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum C :9200P sheetrock be applied directly to the bottom chord. A OREGON1)'` A.44- 14, 24\ P-1- MER R EXPIRES: 12-31-2019 April 24,2018 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeka connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532634 20850 JA13 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:19 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-x1 UOKrN8usFeYRYpMin4wLLg_xv_f?FtaTWg8FzNgkc 11-0-0I 6-0-0 I 8-3-8 1-0-0 6-0-0 2-3-8 Scale=1:49.9 4 I /21.11111111.111111.9 Y N m 2 1co 3x4= I 6-0-0 I 6-0-0 Plate Offsets(X,Y)- f2:0-4-0.0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) 0.10 5-8 >733 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.12 5-8 >594 180 TCDL 7.0 Rep Stress Ina: YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCLL 0.0 * Code IBC2015T1-PI2014 Matrix-AS Weight:26 lb FT=20% BCDL 10.0 I 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. REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,5=Mechanical,3=0-3-0. (lb)- Max Holz 2=407(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,4 except 3=293(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,4,4 except 2=324(LC 1),3=283(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-333/285 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 8-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces Si MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ��`D PR OFF 6)Refer to girder(s)for truss to truss connections. '� G N ss� 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,4. SCO N 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4 except(jt=lb) �� ' 9 24 3=293. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. - - �•..89200 P E l 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ��� r oliti uo G 4 OREGON �y" ��� /O ly14, 2a 0' iiiRILL Q' EXPIRES: 12-31-2019 April 24,2018 4 t OM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532635 20850 JA14 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:20 2018 Page 1 I D:h i PFTAkm_8 H QAG V9ASS W KjzO r?n-P E2mYAOmfAN VAb7?wP IJTYtgALF BO SU0o7 FEghzNgkb T1 41 ._ _. . 6-0-0 l 9-1-8 1-0-0 6-0-0 3-1-8 Scale=1:54.4 5 4 3 12.00 12 11 g of 10 2 d 1 6 3x4 'i 6-0-0 6-0-0 Plate Offsets(X,Y)- 12:0-1-9.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) 0.10 6-9 >728 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.12 6-9 >592 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 5 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:28 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. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-0,4=0-1-8. (Ib)- Max Hors 2=444(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,6 except 3=-287(LC 12),4=119(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=324(LC 1),3=277(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-385/330 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 2-0-0,Interior(1)2-0-0 to 9-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. E V P R OFF s 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. I N EF /O 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6 except(jt=lb) Z R 2 3=287.4=119. 9 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 89200P E• r 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. CC yG ,�OREGON\� 4/ /O 14, \>,1"' Q1' MFRRIL- e' EXPIRES: 12-31-2019 April 24,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII quality Criteria,D55-89 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532636 20850 JA15 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:20 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-PE2mYAOmfANVAb7?WPIJTYtgQLFAOSU0o7FEghzNgkb T1-0-0I 6-0-0 I 9-11-8 1-0-0 6-0-0 3-11-8 Scale=1:58.9 5 I'i 4 12.00 12 3 11 10 '? d 1 2 i �• 6 3x4 ii I 6-0-0 I 6-0-0 Plate Offsets(X,Y)- 12:0-1-9.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) 0.10 6-9 >723 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.12 6-9 >590 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 5 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 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 BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-0,4=0-1-8. (Ib)- Max Horz 2=482(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,6 except 3=-287(LC 12),4=153(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=333(LC 22),3=277(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-436/377 NOTES- 1)Wind:ASCE 7-10;Vuk=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 9-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide D n will fit between the bottom chord and any other members. ��-O PR Opp 6)Refer to girder(s)for truss to truss connections. '` G N (.9"� 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. SCO N e 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6 except(jt=lb) �Qr 2v 3=287,4=153. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. :9200PE t� 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. JP?* 7 ,�OREGON�� ��� 7O q y 14, 2o P�- MFR R 1LA- EXPIRES: 12-31-2019 April 24,2018 a A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use ash)with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 20850 POLYGON NW-6373A-ENG REVIVAL K4532637 20850 JA16 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:21 2018 Page 1 ID:hiPFTAkm 8HQAGV9ASSWKjzOr?n-tQc8IWPOQUVMnliBU7pY?mQ_JkbN7vkA1n?nC7zNgka 1-0-9 6-0-0 I 10-9-8 -0-0 6-0-0 4-9-8 Scale:3/16"=1' 6 5 I� 4 12.00 12 12 3 O 11 I2 7 3x4 6-0-0 6-0-0 Plate Offsets(X,Y)— [2:0-1-9,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) 0.10 7-10 >718 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.12 7-10 >588 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.02 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:31 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. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-0,4=0-1-8,5=0-1-8. (Ib)- Max Horz 2=519(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,7 except 3=-287(LC 12),4=-160(LC 12),5=-108(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,7,4,5 except 2=354(LC 22),3=277(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-486/421,3-4=-256/205 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 10-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. c0 PR AFF 6)Refer to girder(s)for truss to truss connections. �(' s 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. Gj� �NG I N 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7 except(jt=lb) 2 3=287,4=160,5=108. �G/ 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 4' 9200P E 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum • sheetrock be applied directly to the bottom chord. ,f OREGONIx /4„/CC- /0 ' ' 14, 2°\ P4 McRR I U- EXPI RES: 12-31-2019 April 24,2018 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 MiTek89 connectors.This design is based only upon parameters shown,and is for an individual building component,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 ANSIfTPII 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532638 20850 JA17 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:22 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-Lc9XzsPOBndDPvH01 gKnYzz848xbsM_JGRkLkZzNgkZ 106-0-0 11-7-8 -0 6-0-0 5-7-8 Scale=1:68.6 I 5 4 12.00 12 12 3 N d 11 12 .: 7 3x4// 6-0-0 6-0-0 Plate Offsets(X,Y)— 12:0-1-9,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) 0.10 7-10 >713 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.12 7-10 >587 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code IBC20151TP12014 Matrix-AS Weight:33 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. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-0,4=0-1-8,5=0-1-8. (Ib)- Max Horz 2=557(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,7 except 3=-288(LC 12),4=-160(LC 12),5=-142(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,7,4,5 except 2=374(LC 22),3=277(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-535/466,3-4=-310/251 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 11-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. r�[0 P R 6)Refer to girder(s)for truss to truss connections. G'N s� 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. . 4 F f) 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7 except(jt=lb) 3=288,4=160,5=142. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 89200P E 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum /► �,rr sheetrock be applied directly to the bottom chord. ,/OREGON�� kicc /O ly 14, 2° 4 M -RRIL\- 16 EXPI RES: 12-31-2019 April 24,2018 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 propery incorporate this design into 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532639 20850 JA18 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:22 2018 Page 1 ID:hiPFTAkm 8HQAGV9ASSWKjzOr?n-Lc9XzsPOBndDPvHO1gKnYzz7 8xZsM_JGRkLkZzNgkZ -Q-0 6-0-0 I 12-5-8 -0 6-0-0 6-5-8 Scale=1:73.1 6 7 r 1� 5 12.00 12 4 a 3 yb c?� 12 12 8 3x4 // 6-0-0 6-0-0 Plate Offsets(X,Y)— 12:0-1-9,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) 0.10 8-11 >708 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.12 8-11 >585 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 7 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 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 BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings 0-1-8 except(jt=length)7=Mechanical,2=0-5-8,8=Mechanical,3=0-3-0. (Ib)- Max Horz 2=594(LC 12) Max Uplift All uplift 100 lb or less at joint(s)7,8,6 except 3=-288(LC 12),4=-160(LC 12),5=-162(LC 12) Max Gray All reactions 250 lb or less at joint(s)7,8,4,5,6 except 2=394(LC 22),3=277(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-585/512,3-4=-361/296 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 12-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `„, PROP en Refer to girder(s)for truss to truss connections. 4 CS `G 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6. .,, NGI Pd w 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,8,6 except 4. (jt=lb)3=288,4=160,5=162. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6. :9200P E 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. G4/OREGON t14 �l j /O .1)-.1)- 2 14, °NP-}- RRIO- EXPIRES: 12-31-2019 April 24,2018 � t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/09/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532640 20850 JA19 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:23 2018 Page 1 I D:h i P FTAkm_8 H QAG V9AS S W Kjz O r?n-q pj vACQ ex5 m413 sa bXr05 B V H eY H n b p ET V5 U u H Oz N q kY 3 6-0-0 I 13-2-7 -0 6-0-0 7-2-7 Scale=1:77.2 12.00 12 8 jr 7 d 3x4 // g 5 4 0 0 M R 3 r' A of r 13 12 9 3x4// I 6-0-0 I , 6-0-0 Plate Offsets(X,Y)— 12:0-1-9,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) 0.10 9-12 >704 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.12 9-12 >583 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 8 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:36 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. SOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings 0-1-8 except(jt=length)8=Mechanical,2=0-5-8,9=Mechanical,3=0-3-0. (Ib)- Max Horz 2=627(LC 12) Max Uplift All uplift 100 lb or less at joint(s)8,9 except 3=-288(LC 12),4=-160(LC 12),6=-162(LC 12), 7=-125(LC 12) Max Gray All reactions 250 lb or less at joint(s)8,9,4,6,7 except 2=412(LC 22),3=277(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-630/553,3-4=-406/336,4-6=-286/230 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; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-1-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide a. D P R OFFS will fit between the bottom chord and any other members. c\<<'1‘ G'N 0 .0 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)4,6,7. C? 2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,9 except(jt=lb) p "Y_... 3=288,4=160,6=162,7=125. 892OOPE 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6,7. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 'I � sheetrock be applied directly to the bottom chord. -— VP CO 4:4- ,?OREGONNt4 44' /O l y 14, 2° 0-- /1,1 R --MR R ILA- EXPIRES: 12-31-2019 April 24,2018 t 1 111101111111 aWARNING-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 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532641 20850 JA20 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:24 2018 Page 1 I D:h i P FTAkm8 H Q AG V9 AS S W KjzO r?n-I?H H OY R G i P u xe C Rm 9 F N Fd 02 S uyd 3 K G U cj I D R p S zN q kX -0 6-0-0 I 12-_11-5 -0 6-0-0 6-11-5 Scale=1:75.8 12.00 12 8 7 Ioh 3x4 // 6 5 3 g N 13 a 12 9 3x4// 6-0-0 I I 6-0-0 Plate Offsets(X,Y)— f2:0-1-9,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) 0.10 9-12 >706 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.12 9-12 >587 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 7 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. REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,9=Mechanical,3=0-3-0. (Ib)- Max Horz 2=613(LC 12) Max Uplift All uplift 100 lb or less at joint(s)9 except 3=-288(LC 12),4=-160(LC 12),6—149(LC 12), 7=-155(LC 12) Max Gray All reactions 250 lb or less at joint(s)9,4,6,7 except 2=412(LC 22),3=277(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-611/530,3-4=387/318,4-6=-270/211 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 12-11-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide _00 PR OFF will fit between the bottom chord and any other members. Lr 6)Refer to girder(s)for truss to truss connections. �Cj� �NG'N E�n S/O2 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,6,7. C. 77 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=1b) , :_r :9200P E '9� 3=288,4=160,6=149,7=155. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6,7. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 's sheetrock be applied directly to the bottom chord. .r' 0 CC 4 OREGON�� �4/ / .1)" 14, 20 PV' MFRR it_t-e' EXPIRES: 12-31-2019 April 24,2018 .... . ..... ,...... r. .. , 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 MiTek10 connectors.This design is based only upon parameters shown,and is for an individual building component,not NT a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532642 20850 JB01 Jack-Open Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:24 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-I?HHOYRGi PuxeCRm9FNFd02Z0yeMKGUcjIDRpSzNgkX I -2-4-12 4-9-8 j 6-0-0 2-4-12 4-9-8 1-2-8 Scale=1:16.7 3 1 p. 5.00 12 8 N 2 _ _ n 1-114 Id 9 10 4 JUS24 JUS24 1 3x4= 4-8-12 4-r8 6-0-0 4-8-12 0-0-12 1-2-8 Plate Offsets(X,V)- 12:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.04 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.07 4-7 >974 180 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:19 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. REACTIONS. (lb/size) 3=121/Mechanical,2=400/0-5-8,4=52/Mechanical Max Horz 2=127(LC 28) Max Uplift 3=72(LC 10),2=-127(LC 6) Max Gray 3=145(LC 17),2=410(LC 17),4=100(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=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=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs 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. t� P R 7)Refer to girder(s)for truss to truss connections. V OF 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 4 ..'_`G NE .0 2=127. 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 `v �'7 '�j left end to 4-0-12 to connect truss(es)to back face of bottom chord. ��/ 89200P E 'S'�. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,.• l w/ :,.. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 d CC Uniform Loads REG kt Vert:1-3=-64,4-5=-20 fit- "4 ,c\N- 'k Concentrated Loads(lb) O OREGON 14, Po Vert:9=2(B)10=1(B) MFRRl .'.. e' EXPIRES: 12-31-2019 April 24,2018 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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mil a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532643 20850 JB02 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:25 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-mBrtbuSvTiooGMOyjyuUAcbkOMzg3jklyPz?LuzNgkW -2-4-12 6-0-0 I 9-7-1 l 2-4-12 6-0-0 3-7-1 Scale=1:26.8 4. 5.00 12 3 9 FA N I N d V V 2 il BAIIIII Es 1 m 5 3x4= I 6-0-0 l 6-0-0 Plate Offsets(X,Y)- 12:Edqe,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.04 5-8 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.08 5-8 >880 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 4 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight 26 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. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Holz 2=216(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-112(LC 10),3=-180(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=438(LC 21),3=327(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)-2-4-12 to 0-5-1,Interior(1)0-5-1 to 9-6-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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 c1 p will fit between the bottom chord and any other members. ``tD P R OF4- s 7)Refer to girder(s)for truss to truss connections. �(, Lr 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. ,N V` NGS N • • /0 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 7 2 2=112,3=180. �/ "Y_..... 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. • 89200PE• 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 4,00,.4 ! .. -9L 4 OREGON, �4/ /O gy14, 2° p# MFRRILA EXPIRES: 12-31-2019 April 24,2018 MIN. i AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/PII 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532644 20850 JB03 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:26 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-EOP1 oETXE08eu Wb9GgPjip7x61Lxo8ZvB3iYuLzNgkV I -1-0-0 I 2-2-10 2I-5- 6-0-0 I 1-0-0 2-2-100.2-1 31164.-6-6 Scale=1:19.9 6x6/� 3x4 II PM 401 12.00 1bN 411■ 2ME l 02 0 II II .111 �/ 10 6 1 / 3x4 II JUS24 5 JUS24 4x4.-- 3x4 3x4 = I 2-2-10 I 6-0-0 I 2-2-10 3-9-6 Plate Offsets(X,Yt- 13:0-2-11.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.01 5-6 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.15 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 Matrix-MP Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 3-4:2X6 DF SS G except end verticals,and 2-0-0 oc purlins:3-4. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 2=544/0-5-8,5=512/Mechanical Max Horz 2=113(LC 5) Max Uplift 2=-221(LC 8),5=-207(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=586/217 BOT CHORD 2-6=-202/402,5-6=-210/395 WEBS 3-5=465/219 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; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 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 25.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. `��[� P R QF�s 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 ,N ,N''ANG I N Ec9 s/O will fit between the bottom chord and any other members. C? �/ 7)A plate rating reduction of 20%has been applied for the green lumber members. �� 89200 P E "1f 8)Refer to girder(s)for truss to truss connections. t..,.•.. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=221,5=207. 4" 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. s*" 11) 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 • jr the left end to 4-0-12 to connect truss(es)to front face of bottom chord. 17OREGON 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)284 lb down and 255 lb up at G/6 1 14 t 2O�ty1� 2-4-6,and 219 lb down and 183 lb up at 4-0-12 on top chord. The design/selection of such connection device(s)is the /yp responsibility of others. r�R 10- 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 EXPIRES: 12-31-2019 April 24,2018 Continued on page 2 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mill' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 20850 POLYGON NW-6373A-ENG REVIVAL 1(4532644 20850 JB03 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:26 2018 Page 2 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-EOP1 oETXE08eu Wb9GgPjip7x61Lxo8ZvB3iYuLzNgkV LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,2-5=-20 Concentrated Loads(Ib) Vert:3=-225 6=-34(F)9=-199 10=-44(F) f f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532645 20850 JB04 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:26 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-EOP 1 oETXE08euWb9GgPjip7xTIJ8oAzvB3iYuLzNgkV I -1-0-0 I 3-3-8 6-0-0 i 1-0-0 3-3-8 2-8-8 Scale:1/7.-1. 3 /2.00 �1 FAIMMII IM. 14 I 3-2-12 3-A-8 6-0-0 I 3-2-12 0-0-12 2-8-8 Plate Offsets(X,Y)— 12:0-4-0,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.07 4-7 >989 180 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-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 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=104/Mechanical,2=232/0-5-8,4=54/Mechanical Max Horz 2=183(LC 12) Max Uplift 3=-101(LC 12) Max Gray 3=121(LC 20),2=232(LC 1),4=100(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(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 3-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. aG P R Q t� 6)Refer to girder(s)for truss to truss connections. F 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �_`G NE s9 3=101. \" ,v F,7 Q 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ,C? 4.- sheetrock be applied directly to the bottom chord. :9200P E r P . Vii . 7G- 47 OREGON ii 4,/FRR11-\- e' EXPIRES: 12-31-2019 April 24,2018 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532646 20850 JB05 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:27 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-iazQ0aT9?KGVWgALgNwyF1 g6S9fAXdD2PjS5QnzNgkU -1-0-0 4-1-8 6-0-0 1-0-0 4-1-8 1-10-8 Scale=1:28.0 3 12.00 12 8 2 Ei� miggs 1 4 3x4 = 4-0-12 4-0r8 6-0-0 4-0-12 0 12 1-10-8 Plate Offsets(X,Y)— [2:0-4-0,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.04 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.08 4-7 >909 180 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: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. REACTIONS. (lb/size) 3=122/Mechanical,2=261/0-5-8,4=59/Mechanical Max Holz 2=220(LC 12) Max Uplift 3=-134(LC 12) Max Gray 3=143(LC 20),2=261(LC 1),4=102(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 4-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. Q PR Q 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) .<<(,.' �Fss 3 =134. �Gj �NGINEF9 /0 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q 89200PE r,/► , OREGON�� �4/ �O 17 �9 ' 14, 2° i MFRRIL\- EXPIRES: 12-31-2019 April 24,2018 � 1 MEM 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 ANSITTP11 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532647 20850 J806 Jack-Open 2 1 Job Reference(ootional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:28 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-AmXoDvUnmdOM7gkX05RBoECGFZ?FG4TCeNBfyDzNgkT 1-o o I 44-11-8 I 91-as j Scale:3/8"=1' 3 12.00 12 9 8 2 lb 1 4 3x4 = 4-10.12 4-1i186-0-0 4-10-12 a-d-121-0-s Plate Offsets(X,Y)— 12:0-2-6,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) 0.06 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.09 4-7 >822 180 TCDL 7.0 Rep Stress!nor YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:20 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. REACTIONS. (lb/size) 3=142/Mechanical,2=288/0-5-8,4=66/Mechanical Max Horz 2=258(LC 12) Max Uplift 3=-164(LC 12) Max Gray 3=167(LC 20),2=288(LC 1),4=105(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(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 4-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. o�[j PR QFrs s 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 3=164. o‘, NG.INEF /� 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum R 2 sheetrock be applied directly to the bottom chord. 44 89200PE 401° • • 7 A OREGON ,,. lCC /Q .9).- 20 14, P+ EXPIRES: 12-31-2019 April 24,2018 1 b MUM 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 M7eks connectors.This design is based only upon parameters shown,and is for an individual building component,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 20850 POLYGON NW-6373A-ENG REVIVAL K4532648 20850 JB07 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:28 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-AmXoDvUnmdOM7gkX05RBoECE9Z?fG4TCeNBfyDzNgkT -1-0-0 i 5-9-8 610]0 1-0-0 5-9-8 0-2-8 Scale=1:36.4 3 12.00 12 N 9 8 cm 2 1 �� b 4 3x4= 1 5-9-8 6.1° 5-9-8 0-2-8 Plate Offsets(X,Y)- [2:0-4-0.0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) 0.08 4-7 >874 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.11 4-7 >661 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 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. REACTIONS. (lb/size) 3=163/Mechanical,2=313/0-5-8,4=74/Mechanical Max Horz 2=295(LC 12) Max Uplift 3=-194(LC 12) Max Gray 3=192(LC 20),2=313(LC 1),4=108(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;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 5-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �� PR F� 6)Refer to girder(s)for truss to truss connections. Q Q 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) .<(, ss 3=194. Gj �cNG►NEF9 io 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum /fj sheetrock be applied directly to the bottom chord. ' 89200 P E yr G A OREGON �� ��Q 26ly14, 2. 0- MFRRILL EXPIRES: 12-31-2019 April 24,2018 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 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532649 20850 JB08 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:29 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-ez4ARFVPXxWDI_JkyoyQKSIPFzKR?XjLt1 xCUfzNgkS -1-0-0 6-0-0 7 Sl 1-0-0 6-0-0 -7-8 Scale=1:40.6 4 /12.00 ' rj . R 1 3x4 = I 6-0-0 I 6-0-0 Plate Offsets(X,Y)- F2:0-4-0.0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) 0.09 5-8 >760 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.12 5-8 >607 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:23 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. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=332(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,5 except 3=-226(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=322(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;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 6-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. i;1/40 P R QFF 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. � ss 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) Gj �NGINS Fh, /O 3=226. .- 2 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. `C! .7 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 89200 P E re sheetrock be applied directly to the bottom chord. :-..'..:t 1 it TO 4 OREGON �� A. �� /O �Y 14, 2� tk` HERR It\- e' EXPIRES: 12-31-2019 April 24,2018 4 t MIN ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ,R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chard members only.Additional temporary and permanent bracing M'Tek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532650 20850 JB09 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:29 2018 Page 1 I D:hiPFTAkm_6HQAGV9ASSWKjzOr?n-ez4ARFVPXxWDI_JkyoyQKSIOwzKQ?XjLtl xCUfzNgkS -1-0-0 I 6-0-0 ] 7-5-8 1-0-0 6-0-0 1-5-8 Scale=1:44.8 4 ri 3 12.00 12 10 n d 9 2 TA cil 1 ►5 5 3x4 = I 6-0-0 6-0-0 Plate Offsets(X,Y)- [2:0-4-0.0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.09 5-8 >755 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.12 5-8 >605 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 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. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=370(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,5 except 3=-260(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=322(LC 1),3=252(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-281/241 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(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 7-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 'cEQ P R OFF 6)Refer to girder(s)for truss to truss connections. ` is 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. , j�`0AGI N Ei, s/O 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) ii - o-__...,9 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. Q 89200 P E r 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 0/ sheetrock be applied directly to the bottom chord. Lim 7 CC 4 OREGON c‘ , <0 �� 14, 2� ti-k- /1/ R 4MR R 10- Q' EXPIRES: 12-31-2019 April 24,2018 • tin- 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 Wel( k* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532651 20850 JB10 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:30 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-69eYebW 11 Fe4N7uwVNJ rftfIZMNgdk_zV6hgm16zNgkR 11-0-0I 6-0-0 I 8-3-8 i 1-0-0 6-0-0 2-3-8 Scale=1:49.9 4 3 12.00 12 10 Y os 9 2 d 1 ii 5 3x4= 6-0-0 6-0-0 Plate Offsets(X,Y)- [2:0-4-0.0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) 0.10 5-8 >750 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.12 5-8 >603 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:26 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. REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,5=Mechanical. (Ib)- Max Horz 2=407(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,4 except 3=-294(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,4,4 except 2=322(LC 1),3=284(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-335/287 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(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 8-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �Ep PR QFC 6)Refer to girder(s)for truss to truss connections. • �(, Cls 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,4. \�� 4.0.9.11111.1"9, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4 except(jt=lb) 9 2 7 3=294. 411: / 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 9200 P E 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the tap chord and 1/7 gypsum / sheetrock be applied directly to the bottom chord. / -�G 4 O /O q y 14, 2� P-�- ' RR ILL EXPIRES: 12-31-2019 April 24,2018 I IMMO WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532652 20850 JB11 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:31 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-bLCwsxWf3Ymx HT63D?uPtgkYm?rTRDeKLQJZYzNqkQ T1-0-0f 6-0-0 i 9-1-8 1-0-0 6-0-0 3-1-8 Scale=1:54.4 5 4 3 12.00 12 • 11 g 10 2 1 iinMENIMENNONN 2: 6 3x4= 6-0-0 6-0-0 Plate Offsets(X,Y)- (2:0-4-0.0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def1 L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) 0.10 6-9 >745 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.12 6-9 >601 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 5 n/a n/a BCLL 0.0 • Code IBC2015/TPI2014 Matrix-AS Weight:28 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. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz 2=445(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,6 except 3=-287(LC 12),4=-122(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=322(LC 1),3=278(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-387/332 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 9-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 0 P R Qpe. 6)Refer to girder(s)for truss to truss connections. C`` tr 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. Gj� 04GI NFF9 (.9 4.) 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6 except(jt=lb) ?j 3=287,4=122. L'�/ 9 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. Q 89200 P E 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum / sheetrock be applied directly to the bottom chord. • 10 CC 12- 4 OREGON�� �L , /O '.7)' 14, 20 MFR R I l EXPIRES: 12-31-2019 April 24,2018 ta ,. ...,. MEM ®WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532653 20850 JB12 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:31 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-bLCwsxWf3Ymx HT63D?uPtgjgm?gTRDeKLQJZYzNgkQ 11-01 6-0-0 9-11-8 1-0-0 6-0-0 3-11-8 Scale=1:58.9 5 I� 4 12.00 12 3 11 g o �o 10 2 1 .� 6 3x4= 6-0-0 6-0-0 Plate Offsets(X,Y)- 12:0-4-0.0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) 0.10 6-9 >739 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.12 6-9 >599 180 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 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. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz 2=482(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,6 except 3=-288(LC 12),4=156(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=333(LC 22),3=278(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-438/379 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 9-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide t1C p will fit between the bottom chord and any other members. `'``�D Prl OFFS 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. GJ� . GI N��'7 s0 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6 except(jt=lb) �? T 4. 3=288,4=156. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. $92O0P E 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 411111 sheetrock be applied directly to the bottom chord. A OREGON �Ij 'O qy 20 14, P+ MFRR 10- EXPIRES: 12-31-2019 April 24,2018 4 ; A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532654 20850 JB13 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:32 2018 Page 1 ID:hiPFTAkm 8HQAGV9ASSWKjzOr?n-3Xml3HXlgsuocR2JdwW7y4NtIAL1CtSnZ?9s5_zNgkP 11-0-(I 6-0-0 I 10-9-8 Y-0-0 6-0-0 4-9-8 Scale:3/16"=1' 6 Ih 5 d 4 12.00 12 12 3 4 O 11 1 2 7 3x4= 6-0-0 l 6-0-0 Plate Offsets(X,Y)— [2:0-4-0,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) 0.10 7-10 >734 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.12 7-10 >597 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.02 6 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:31 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. REACTIONS. All bearings 0-1-8 except(jt=length)6=Mechanical,2=0-5-8,7=Mechanical. (Ib)- Max Horz 2=519(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,7 except 3=-288(LC 12),4=-162(LC 12),5=108(LC 12) Max Grav All reactions 250 lb or less at joint(s)6,7,4,5 except 2=353(LC 22),3=278(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=488/423,3-4=-258/207 NOTES- 1)Wind:ASCE 7-10;VuIt=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 10-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �Evn P R AFF 6)Refer to girder(s)for truss to truss connections. (, 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. � 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7 except(jt=lb) 3=288,4=162,5=108. 47J 9 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 89200 P E 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 4 OREGON�� �IVQ �O 1}- 14, 2° P� EXPIRES: 12-31-2019 April 24,2018 � r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 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 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532655 20850 J814 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:32 2018 Page 1 I D:hiPFTAkmW 8HQAGV9ASSKjzOr?n-3Xml3HXlgsuocR2JdwW7y4NsgALOCtSnZ?9s5_zNgkP 1-0 6-0-0 I 11-_7-8 -01J 6-0-0 5-7-8 Scale=1:68.6 6 d 5 4 12.00 12 12 3 44,1d 2 11 �1 1 7 3x4 = 6-0-0 6-0-0 Plate Offsets(X,Y)— 12:0-4-0,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) 0.10 7-10 >729 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.12 7-10 >595 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:33 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. REACTIONS. All bearings 0-1-8 except(jt=length)6=Mechanical,2=0-5-8,7=Mechanical. (Ib)- Max Horz 2=557(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,7 except 3=-288(LC 12),4=-162(LC 12),5=-142(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,7,4,5 except 2=374(LC 22),3=278(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-537/468,3-4=-312/253 NOTES- 1)Wind:ASCE 7-10;Vu@=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 11-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. P R op, 6)Refer to girder(s)for truss to truss connections. �(, CO 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. \�-;;0‘. ANG N EF9 �/� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7 except(jt=lb) /jj 3=288,4=162,5=142. fi:"1 '� 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 9210)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum w► " sheetrock be applied directly to the bottom chord. •,�OREGON '(V1 /O 44/ 14, 2° P-}- '1/FRRIl - EXP IRES: 12-31-2019 April 24,2018 / ®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 MiTekiE connectors.This design is based only upon parameters shown,and is for an individual building component,not �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing i1AiTek* is always required for stability and to prevent collapse 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532656 20850 JB15 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:33 2018 Page 1 ID:hiPFTAkm 8HQAGV9ASSWKjzOr?n-XkKhGdYwbAOfEbdVBe1MVIwOhahExKixofvQdRzNgkO -0 -0-0 0 6-0-0 I 12-4-0 i 6-0-0 6-4-0 Scale=1 72.5 6 7 I� 5 yy 12.00 12 4 3 N N N r 1 12 12 M 8 3x4= 6-0-0 6-0-0 Plate Offsets(X,Y)— [2:0-4-0,0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) 0.10 8-11 >725 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.12 8-11 >594 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 7 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 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 BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings 0-1-8 except(jt=length)7=Mechanical,2=0-5-8,8=Mechanical. (Ib)- Max Horz 2=588(LC 12) Max Uplift All uplift 100 lb or less at joint(s)7,8,6 except 3=-288(LC 12),4=162(LC 12),5=-162(LC 12) Max Gray All reactions 250 lb or less at joint(s)7,8,4,5,6 except 2=391(LC 22),3=278(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-579/507,3-4=-355/291 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 12-3-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� P �� will fit between the bottom chord and any other members. p Q 6)Refer to girder(s)for truss to truss connections. ((. s 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,6. � �x„,\G I N 4.„ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,8,6 except (>t=lb)3=288,4=162,5=162. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6. 89200 P E 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. -111wM ' ,� REGON�� /O 14, � RRILL c EXPIRES: 12-31-2019 April 24,2018 MN= a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532657 20850 JB16 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:34 2018 Page 1 ID:hiPFTAkm 8HQAGV9ASSWKjzORn-?wu3UzZYMT8Wr1ChkLYb1VSl5_4nglY401ezAtzNgkN I -1-0-0 I 2-2-10 2r5� 6-0-0 I 1-0-0 2-2-10 0-2-13 3-6-8 Scale=1:19.9 6x6// 3x4 II 411111.111711111Mimil 12.00 12d WNI• ll 2 M 11 I �& 10 6 1 „ 3x4 II JUS24 5 JUS24 4x4= 3x4 = I 2-2-10 I 6-0-0 I 2-2-10 3-9-6 Plate Offsets(X,Y)- f3:0-2-11.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.01 5-6 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.15 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 BCDL 10.0 • Code IBC2015/TP12014 Matrix-MP Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 3-4:2X6 DF SS G except end verticals,and 2-0-0 oc purlins:3-4. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 2=544/0-5-8,5=512/Mechanical Max Horz 2=113(LC 5) Max Uplift 2=-221(LC 8),5=-207(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-586/217 BOT CHORD 2-6=-202/403,5-6=-210/396 WEBS 3-5=466/219 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=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. ��� P R OFFS 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 \�\(<' �NG N EF9 cS/� will fit between the bottom chord and any other members. �? 2 7)A plate rating reduction of 20%has been applied for the green lumber members. ,_•44 8 200PE 9� 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 2=221,5=207. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. _-,_ - - 11) 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 o CC the left end to 4-0-12 to connect truss(es)to back face of bottom chord. OREGON �(/ 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)285 lb down and 257 lb up at /O�'9 y 14, `1° �4 2-4-6,and 219 lb down and 183 lb up at 4-0-12 on top chord. The design/selection of such connection device(s)is the ej responsibility of others. ���RIO- 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 EXPIRES: 12-31-2019 April 24,2018 2ontinued on lane 2 ,.,ate e NOM 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 �w a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532657 20850 JB16 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:34 2018 Page 2 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-?wu3UzZYMT8Wr1ChkLYb1 VSI5_4nglY401ezAtzNgkN LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,2-5=-20 Concentrated Loads(Ib) Vert:3=-225 6=-34(B)9=-199 10=-44(B) t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. 11 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 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 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532658 20850 KO1 MONO TRUSS 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:35 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-T6SRhJZA7nGNTvnu133gaj?LKOLdP0aEFy0XiJzNgkM I -1-0-0 7-8-12 13-11-8 1-0-0 7-8-12 6-2-12 Scale:1/2"=1' 3x4 I I 4 5 13 3.00 1712- x4 3 00100Crl 12 pm. RE o - 8 7 3x4= 1.5x4 II 3x6=6 I 7-8-12 13-11-8 7-8-12 6-2-12 Plate Offsets(X,Y)- 12:0-3-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.10 8-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.42 Vert(CT) -0.19 8-11 >848 180 TCDL 7.0 Rep Stress Inc" YES WB 0.94 Horz(CT) 0.02 7 n/a n/a BCLL 0.0 Code IBC20151TP12014 Matrix-AS Weight:55 lb 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 REACTIONS. (lb/size) 2=641/0-5-8,7=596/Mechanical Max Horz 2=169(LC 13) Max Uplift 2=-211(LC 10),7=181(LC 14) Max Gray 2=669(LC 21),7=704(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1385/330 BOT CHORD 2-8=-349/1317,7-8=-349/1317 WEBS 3-8=0/302,3-7=-1338/397 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 13-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)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 25.0 psf on overhangs 2' O P R Qf i- non-concurrent with other live loads. [.C` C 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. SCO ANG I N E&n s/O 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 T ?jam will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. Q 89200PE• 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=211,7=181. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. fl C OREGON �G� 14, 2.0 MSR R 10- EXPIRES: 12-31-2019 April 24,2018 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 M7ek&connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPM Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532659 20850 KO1A MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:35 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-T6SRhJZA7nGNTvnul33gaj?LKOLdPOaEFyOXiJzNgkM -1-0-0 7-8-12 I 13-11-8 1-0-0 7-8-12 6-2-12 Scale:1/2"=1' 3x4 I I 4 5 13 3.00 12 3x4 3 r M 12 2 En d/-< 8 7 3x4= 1.5x4 II 3 =6 7-8-12 13-11-8 7-8-12 6-2-12 Plate Offsets(X,Y)— 12:0-3-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.10 8-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.42 Vert(CT) -0.19 8-11 >848 180 TCDL 7.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.02 7 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:55 lb 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 REACTIONS. (lb/size) 2=641/0-5-8,7=596/Mechanical Max Horz 2=169(LC 13) Max Uplift 2=-211(LC 10),7=181(LC 14) Max Gray 2=669(LC 21),7=704(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1385/330 BOT CHORD 2-8=-349/1317,7-8=-349/1317 WEBS 3-8=0/302,3-7=1338/397 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 13-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)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 25.0 psf on overhangs a` C1p PR Opt�ss 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. .. .\.,‘G.I P4 /, 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 2 will fit between the bottom chord and any other members. -4.4,11:4-1.-- '''4" 9 7)Refer to girder(s)for truss to truss connections. C- 89200P E '' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=211,7=181. 9)This truss design requires that a minimum of 7/16"structural wood sheathingbe applied directlyto the topchord and 1/2" ^' 9 q PP gypsum sheetrock be applied directly to the bottom chord. OREGON LVA gy14, 2.° + MERRILL � EXPIRES: 12-31-2019 April 24,2018 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7477 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTektS connectors.This design is based only upon parameters shown,and is for an individual building component,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 r Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532660 20850 LO1 Common Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:36 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-xJOpvfaou50E52M4sma36wYgKnn38gANUc74EIzNgkL 1-1-0-01 6-0-0 1 12-0-0 I 1-0-0 6-0-0 6-0-0 4x4= Scale=1:41.2 6 1,1 5 7 r 11111Lia 12.00 12 4 8 • 3 9 Ail ttt���r 2 , Y Y Y Y Y Y Y ` .n 1:•:•7•7•7•74111-•7•7•7•7•1-•7•7417.•T•711.74101.7,11r.41111,:41.74111117411111111.:411711VAIKM •2, 3x4 = 17 16 15 14 13 12 11 3x4= I 12-0-0 1 12-0-0 Plate Offsets(X,Y)— 12:0-2-6,0-1-81,110:0-2-6,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 1 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 1 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 10 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-S Weight:76 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 REACTIONS. All bearings 12-0-0. (lb)- Max Horz 2=192(LC 9) Max Uplift All uplift 100 lb or less at joint(s)10,2,15,16,13,12 except 17=-119(LC 12),11=-147(LC 13) Max Gray All reactions 250 lb or less at joint(s)10,2,14,15,16,17,13,12,11 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 Comer(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 6-0-0,Comer(3)6-0-0 to 9-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; I Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. n o 5)All plates are 1.5x4 MT20 unless otherwise indicated. ��v PR OFF 6)Gable requires continuous bottom chord bearing. �C,`` tS 7)Gable studs spaced at 1-4-0 oc. \Co �NGINFF9 is"a 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'yam will fit between the bottom chord and any other members. �' 89200 P E q 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,2,15,16,13, idip. / ;,,r 12 except(jt=lb)17=119,11=147. 7 4 OREGON\� <a A. /O 1 y 14, 2.o.Q�" /1/RR ILL EXPIRES: 12-31-2019 April 24,2018 4 a_ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. put Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 ANSITTPII 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532661 20850 L02 Common 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:37 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-PVZB6_bQeO W5iCwGQU5If84oaB3st6fXjGtdmCzNgkK I-1-0-0 I 6-0-0 1 12-0-0 1-0-0 6-0-0 6-0-0 4x6= Scale=1:40.0 3 FAI 12.00 12 L , fO 13 III 4 2 Z 12 4 R 2 M 0 ►� 15 5 16 ►� 3x6= 1.5x4 II 3x6 = I 6-0-0 I 12-0-0 I 6-0-0 6-0-0 Plate Offsets(X,Y)- [2:0-6-0,0-0-101.14:0-6-0,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) 0.06 5-8 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.06 5-8 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.13 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 Code IBC20151TP12014 Matrix-AS Weight:50 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 REACTIONS. (lb/size) 4=501/0-5-8,2=571/0-5-8 Max Horz 2=191(LC 11) Max Uplift 4=-87(LC 12),2=-120(LC 12) Max Gray 4=502(LC 20),2=571(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-584/156,3-4=-559/160 BOT CHORD 2-5=-24/377,4-5=-24/377 WEBS 3-5=0/304 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())2-0-0 to 6-0-0,Exterior(2)6-0-0 to 9-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. el 0 PR OFt , 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �(, s 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 �Gj ANG NS 9 /� will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) t'ty "9 2=120. �' $9200RE 1' 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. G- 4 OREGON t* A. /O 49r 14, 2.°\ p4 MFR R I O- e� EXPIRES: 12-31-2019 April 24,2018 � I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7477 rev.10/03/2015 BEFORE USE. Mill" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,nor a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,CSB-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 20850 POLYGON NW-6373A-ENG REVIVAL K4532662 20850 RO1 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:38 2018 Page 1 I D:hi P FTAkm_8 H QAGV9ASS W KjzOr?n-th7aKKc2 Pi eyKM V Sz BdXC LdOgbSXcaTgxwcBJezN qkJ f-1-o 0 1 6-0-12 12-1-8 113-1-8 i 1-0-0 6-0-12 6-0-12 1-0-0 454= Scale=1:41.6 6 /1 5 7 iil r 12.00 12 4 8 116 3 9 i IL 2 2 J Y Y Y Y Y Y Y ► 10 11 2 1 WII O�:�:� •••:�:•�:�•••••:4.:•:m•4 W •:�••••:•7•:••:40: 8 3x4= 18 17 16 15 14 13 12 3x4 I 12-1-8 l 12-1-8 Plate Offsets(X,Y)— f2:0-2-6,0-1-81,110:0-2-6,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 11 nlr 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 11 n/r 120 TCDL 7.0 Rep Stress Ina YES WB 0.10 Horz(CT) 0.00 10 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-S Weight:79 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 REACTIONS. All bearings 12-1-8. (Ib)- Max Horz 2=-203(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,10,16,17,14,13 except 18=-123(LC 12),12=-122(LC 13) Max Gray All reactions 250 lb or less at joint(s)2,10,15,16,17,18,14,13,12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(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 Comer(3)-1-0-0 to 2-0-12,Exterior(2)2-0-12 to 6-0-12,Comer(3)6-0-12 to 9-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. \:,,g1 PR°pes 6)Gable requires continuous bottom chord bearing. C 7)Gable studs spaced at 1-4-0 oc. \Gj� 04G I N��9 SO2 8)This truss has been designed fora 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 Z.� -9200 P E -V will fit between the bottom chord and any other members. • 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,10,16,17,14, 13 except(jt=lb)18=123,12=122. , 'r ` 4100"' - 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)10. .. CD G 4,OREGON N� N. �� /.<') qy 14, 4- `,i' MFRR IL- v EXPIRES: 12-31-2019 April 24,2018 tr IMMO ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nuot Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing [V-Tek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 20850 POLYGON NVV-6373A-ENG REVIVAL K4532663 20850 SB01 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:39 2018 Page 1 I D:h i P FTAkm_8 HQAGV9AS S W KjzOr?n-M uhyXgd hAOnoyW4fXu8mkZABR?ozL2 BpAa M kr4zNgkl -1-0-0 0-9-8 2-0-0 1-0-0 0-9-8 1-2-8 Scale=1:11.4 3 �II/ ' 12.00 12 I ry 2 1 � to 000 , 4 3x4 = I 0-9- I 2-0-0 0-9-8 1-2-8 Plate Offsets(X,Y1— f2:0-2-6,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.01 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/TP12014 Matrix-MP Weight:7 lb FT=20% BCDL 10.0 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. REACTIONS. (lb/size) 2=138/0-5-8,4=12/Mechanical,3=4/Mechanical Max Horz 2=73(LC 12) Max Uplift 2=-52(LC 12),3=-13(LC 18) Max Gray 2=138(LC 1),4=29(LC 3),3=23(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=l40mph(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=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. n 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. ��2�p P R open �o �NGINEF9 /O :9200PE 9t' „OREGON � �I j '9y14, 2ON 0-- .?) EXPIRES: 12-31-2019 April 24,2018 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 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532664 20850 SB02 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:39 2018 Page 1 I D:hi P FTAkm_8HQAG V9ASS W KjzOr?n-MuhyXgdhAOnoyW4fXu8m kZAB R?oj L2 B pAa Mkr4zNgkl -1-0-0 j 1-7-8 12-0-0 1-0-0 1-7-8 0-4-8 Scale=1:15.8 3 1/1 II\\ 12.00 12 � I 2 R 7 1.0,, iii ►� 1 ►� 4 3x4= 1-7-8 12-0-0 1 1-7-8 0-4-8 Plate Offsets(X,Y)— 12:0-2-6,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 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: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. REACTIONS. (lb/size) 2=154/0-5-8,4=16/Mechanical,3=37/Mechanical Max Horz 2=111(LC 12) Max Uplift 2=-28(LC 12),3=-44(LC 12) Max Gray 2=154(LC 1),4=33(LC 3),3=45(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)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed fora 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)2,3. �`'O. D PR OFFss .\ �cNGINFF9 1029 :9200PE c , cc , OREGON Ix �ti 74 �y14, 2° p�` MRRiI.L EXPIRES: 12-31-2019 April 24,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. N" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 20850 POLYGON NW-6373A-ENG REVIVAL K4532665 20850 X01 Common Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:40 2018 Page 1 ID:hiPFTAkm 8HQAGV9ASSKjzOr?n-g4FK10dJxJvrzgfr5cf?HmiMIP894VozPE5INXzNgkH I -1-0-0 4-0-4 I — W 8-0-81 9-0-8 I 1-0-0 4-0-4 4-0-4 1-0-0 4x4= Scale=1:30.8 5 /1 6 12.00 12 4 h 7 Al 2 . �, 8 prA9 I 1 3x4 = 14 13 12 11 10 3x4= I 8-0-8 1 8-0-8 Plate Offsets(X,Y)— 12:0-2-6,0-1-81,18:0-2-6,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) 0.00 9 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 9 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 8 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-P Weight:46 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 REACTIONS. All bearings 8-0-8. (Ib)- Max Horz 2=-144(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,8,14,10 except 13=-104(LC 12),11=-103(LC 13) Max Gray All reactions 250 lb or less at joint(s)2,8,12,13,14,11,10 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=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 Comer(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 4-0-4,Comer(3)4-0-4 to 7-0-4 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. �Eo PR Opt s 6)Gable requires continuous bottom chord bearing. �, S 7)Gable studs spaced at 1-4-0 oc. .- , ANG I N�F9 /� 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /se 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 Zz./ -$� will fit between the bottom chord and any other members. 89200P E 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,8,14,10 except(jt=lb)13=104,11=103. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,8. 7 ,i OREGON 44/CC /O 1y14, 2° Q�' MERRIO-6 EXPIRES: 12-31-2019 April 24,2018 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 'W a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20850 POLYGON NW-6373A-ENG REVIVAL K4532666 20850 X02 Common 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:41 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-IGpiyMexidl Wnvz BgE1fJAEp_FVooSMpxV6duzNgkG I -1-0-0 I 4-0-4 8-0-8 I 9-0-8 I 1-0-0 4-0-4 4-0-4 1-0-0 4x4= Scale=1:30.6 3 /1 12.00 12 15 14 16 13 4 2 J r ` id M C 5 1 ��� 6 3 3x4 = 1.5x4 II 3x4 = I 4-0-4 I 8-0-8 I 4-0-4 4-0-4 Plate Offsets(X,Y)— 12:0-2-6,0-1-81,f4:0-2-6,0-1-81 LOADING (psf) TCLL 25,0 SPACING- 2-0-0 CSI. DEFL. in floc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.14 Vert(LL) 0.01 6-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.15 Vert(CT) -0.02 6-12 >999 180 Rep Stress Incr YES WE 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:36 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 REACTIONS. (lb/size) 2=402/0-5-8,4=402/0-5-8 Max Horz 2=-144(LC 10) Max Uplift 2=91(LC 12),4=-91(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-341/106,3-4=341/106 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 4-0-4,Exterior(2)4-0-4 to 7-0-4 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=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ``QED PR OFF 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. L 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ,CO� 04GI N E&, s/Of" sheetrock be applied directly to the bottom chord. $i' T y9 89200PE r L4 OREGON'\4 i•4,/ /O �Y14, 20 P�' iliFRR IL\- Q' EXPIRES: 12-31-2019 April 24,2018 v t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and pemtanent 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 20850 POLYGON NW-6373A-ENG REVIVAL K4532667 20850 X03 Common Girder 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:42 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-mTN49ifZTx9NpzpEC 1 hTMBoc6CobYNwGsYaOSPzNgkF 1 4-0-4 I 8-0 8 1 4-0-4 4-0-4 4x4= Scale=1:76.0 12.00 112 2 3x6 \\ 3x6 //1 3 21 iii ii -i ii 5 7 58 9 4 3x4 II JUS24 3x8— JUS24 3x4 II JUS24 JUS24 1 4-0-4 1 8-0-8 1 4-0-4 4-0-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.01 4-5 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.02 4-5 >999 180 TCDL 7.0 Rep Stress Incr NO WE 0.13 Horz(CT) -0.00 4 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:167 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 2X6 DF SS G except end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=1647/0-5-8,4=1243/0-5-8 Max Horz 6=388(LC 5) Max Uplift 6=-502(LC 4),4=-407(LC 5) Max Gray 6=1844(LC 30),4=1416(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-536/200,2-3=-536/200,1-6=-1074/352,3-4=-1074/352 BOT CHORD 5-6=-352/327 WEBS 2-5=130/432,1-5=-339/758,3-5=-339/758 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 cc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=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 n p PR Q grip DOL=1.60 `�,�`� F`ss 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �g ANG I N E . /0 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2 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 9` will fit between the bottom chord and any other members. 89200PE t 7)A plate rating reduction of 20%has been applied for the green lumber members. idir / • 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) / .` 6=502,4=407. 9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-3-0 oc max.starting at 0-1-12 from the left end to 6-4-12 to connect truss(es)to back face of bottom chord. -j7 OREGON �� 10) Fill all nail holes where hanger is in contact with lumber. L 4 y \� k LOAD CASE(S) Standard /O 4"/ p14' ZOT R 9 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 `TI LL Uniform Loads(plf) - Vert:1-2=-64,2-3=-64,4-6=-20 EXPIRES: 12-31-2019 April 24,2018 Continued on pane 2 t 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,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 20850 POLYGON NW-6373A-ENG REVIVAL K4532667 20850 X03 Common Girder 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Mon Apr 23 12:35:42 2018 Page 2 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-mTN49ifZTx9NpzpEC 1 hTMBoc6CobYNwGsYaOSPzNgkF LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:6=-565(B)7=-558(B)8=-558(B)9=-558(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. I (Drawings not to scale) Damage or Personal Injury I'E Dimensions are in ft-in-sixteenths. 11111%46, 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. 0-1/16" 2.2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves ❑ may require bracing,or alternative Tor I tr IL\111111p ❑ bracing should be considered. _ O� 41110, 3. Never exceed the design loading shown and never O d stack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-s cs-� cs-s t— designer,erection supervisor,property owner and plates 0- 1/1/'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 ANSUTPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that "P 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, BEARING g or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur. Icons varybut 16.Do not cut or alter truss member or plate without prior pp ©2012 MiTek®All Rights Reserved approval of an engineer. ihMilliV reaction section indicates joint — I number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 1111.1= k 18.Use of green or treated lumber may pose unacceptable ►=� environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI 1: National Design Specification for Metal WI project engineer before use. 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and not picturessufficient.)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, F /I i i e k� 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015