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Report (2) •2�- t021\3 mit DECEIVED tot (CPWlea JUL 2 2 2020 M iTe k,,b CITY OF TIGARD Rl IILDING DIVISION MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 2306732 David Weekley_7894A Roof • The truss drawing(s)referenced below have been prepared by MiTek USA, Inc.under my direct supervision based on the parameters provided by Builders FirstSource(Beaverton,OR). Pages or sheets covered by this seal: K8040461 thru K8040496 My license renewal date for the state of Oregon is December 31, 2021. • '<<Y‘Ep P R°FFss ��5 �NCatNE�c9 >0 89200PE r CZ' yL 4/OREGON /O l/ 14,2� P+ MFR R I Lk- 6 0111110/0 . July 21,2020 Baxter,David IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Job Truss Truss Type Qty Ply David Weekley_7894A Roof 2306732 A01 CALIFORNIA GIRDER 1 K8040461 2 Job Reference(option) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries.Inc. Tue Jul 21 11:04:58 2020 Page 1 ID:SgrxclaW EHKVCW_BvIJK1 zhIDc-L3iozC68JVIagF1x5Qykwd7TRvRnbSRR7ntifJyvsXJ -I1-0._0 4-1 0.1 11-5-0 18-0-0 24-7-0 31 1-15 36-0-0 7-0-0 1A-0-I 4-10.1.--_ +- 6-7-0 6-7-0 }-- 6-7-0 {______- _ 6 7-p_.._..._..._.._-__}- 4-10-1 __._..._ -0-0I Scale:3116-=l 5x6 i 6.00 12 Special 4x8 = 3x6 = 3x8 = 4x8 = 5x8 O Special 3 23 24tsi_ 25,, 4 22sa5irT_ _-_s __Ica ..._.l AO 31 r 2 7 x33 za.34.....__z 35 8 N n1 }`�• -� / ____._... .. ....... ...._.___ a .__ 9 Ira N 36 37 16 38 39 40 15 41 42 43 14 13 44 45 12 46 47 48 11 49 50 5x6 =Special 4x8 = Special Special 4x4 = Special Special 2x4 II 6x8 -_Special 4x4 = Special 4x8 = Special 5x6 = Special Special Special Special Special Special Special Special Special 4-10-1 1-1-15 36-0-0 11-5-0 18-0-0 24-7-0 3 4-10-1 F__.___..._ 6 7-0___. I 6 7-0 I fi 7_p ___(-_ 6-7-0 ( ........ 4-10-'I I Plate Offsets(X,V)-- [2:Edge,O.1.8],14:0-3_9,0-2-0J,L7.03_9,0-2-0j,_j9 0.0-0,0-1-8]111:0-3-9,0-2-0),..116:0-3-90-2-0] _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.44 14 >974 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.82 Vert(CT) -0.88 14 >492 180 TCDL 7.0 Rep Stress Ina NO WB 0.87 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-MS Weight:373 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(4-5-9 max.):3-8. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (size) 9=0-5-8,2=0-5-8 Max Horz 2=38(LC 50) Max Uplift 9=-595(LC 11),2=-594(LC 10) Max Gray 9=2427(LC 30).2=2427(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4586/1129,3-4=4072/1034,4-6=-8385/2193,6-7=-8385/2194,7-8=-4073/1035, 8-9=-4586/1129 BOT CHORD 2-16=-984/4066,15-16=-2145/8385,14-15=-2491/9680,12-14=-2491/9680, 11-12=-2107/8385,9-11=-946/4066 WEBS 3-16=-356/1708,8-11=-356/1708,7-11=-4644/1292,4-16=-4643/1292,7-12=-124/803, 4-15=-124/803,6-12=-1392/422,6-15=-1393/423,6-14=0/392 NOTES- 1)2-ply truss to be connected together with 10d(0.131-x3")nails as follows: �y D O�r Top chords connected as follows:2x4-1 row at 0-9-0 oc. L P R C Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. S Webs connected as follows:2x4-1 row at 0-9-0 oc. Cj) `,G[N E s/ 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face In the LOAD CASE(S)section.Ply to ��\ �`_ F9 O2 een provided to bute only loads noted as ise 3)Wind: SCE 7-16;Vuply connections have b=120mph(3-second ngust)Vasd=95mph;TCDL=4 2psff;BCOL)or(B), =6.opsfh=25f indicated.CaIII;Exp B;Enclosed; 89200PE 9� MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate / grip DOL=1.60Jr 4)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1 A;Rough Cat B;Fully Exp.;Ce9.9;Cs=1.00;Ct=1.10 ' 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �OREGON 4(/� non-concurrent with other live loads. G �b 7)Provide adequate drainage to prevent water ponding. /O -1 �4 f�Q 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. M �P 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 ERRit..'- will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) RENEWAL DATE:12-31-2021 9=595,2=594. July 21,2020 ":ntinued nn nanv 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. rr. Design valid for use only with MiTeM9 connectors.This design Is based only upon parameters shown,and is for an individual building component.not . a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSUTP/1 Quality Criteria,D5B-89 and B65/Building Component 250 Klug Circle Safety Information available front Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job, • Truss Truss Type tty Ply David Weekley 7894A Roof 2306732 A01 CALIFORNIA GIRDER t K8040461 _2 Job ReferenceApptional)_ — _---,-- Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:04:59 2020 Page 2 I D:SgrxclaW E HKVCW_BvIJK1 zhI Dc-pFGAAY7m4otRSPc8f7TzSrgeBJ nOKvhaLRcFBmyvsXl NOTES- 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)85 lb down and 67 lb up at 6-0-12,120 lb down and 96 lb up at 8-0-12,126 lb down and 101 lb up at 10-0-12,125 lb down and 101 lb up at 12-0-12,126 lb down and 102 lb up at 14.0-12.126 lb down and 102 lb up at 16-0-12,126 lb down and 96 lb up at 18-0-0,126 lb down and 102 lb up at 19-11-4,126 lb down and 102 lb up at 21-11-4,125 lb down and 101 lb up at 23-11-4,126 lb down and 101 lb up at 25-11-4,and 120 lb down and 96 lb up at 27-11-4,and 85 lb down and 67 lb up at 29-11-4 on top chord,and 32 lb down at 2.0.12,35 lb down at 4-0-12, 47 lb down and 20 lb up at 6-0-12,44 lb down and 20 lb up at 8-0-12,44 lb down and 21 lb up at 10-0-12,45 lb down and 23 lb up at 12-0-12,44 lb down and 24 lb up at 14-0-12,44 lb down and 25 lb up at 16-0-12,45 lb down and 26 lb up at 18-0-0,44 lb down and 25 lb up at 19-114,44 lb down and 24 lb up at 21-11-4,45 lb down and 23 lb up at 23-11.4,44 lb down and 21 lb up at 25.114,44 lb down and 20 lb up at 27-114,47 lb down and 20 lb up at 29-114,and 35 lb down at 31-114,and 32 lb down at 33-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-8=-64,8.10=-64,17-20=-20 Concentrated Loads(lb) Vert:13=-44(F)6=-41 14=-44(F)23=-45(F)24441 25=41 26=40 27=-41 28=-41 29=-41 30441 32=-40 33=41 34=41 35=45(F)36=-24(F)37=-27(F)38=-47(F) 39=44(F)40=-44(F)41=-45(F)42=-44(F)43=-44(F)44=-44(F)45=-45(F)46=-44(F)47=44(F)48=47(F)49=-27(F)50=-24(F) • A WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 end permanent bracing Wek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPI1 Quality Criteria.DS13-89 and BCSI BWlding Component 250 Klug Circle Safely Information available from Truss Plate Institute.2670 Crain Highway.Suite 203 Waldorf.MD 20601 Corona.CA 92880 Job (Truss Truss Type Oty Ply David Weekley_7894A Roof = K8040462 2306732 LAO2 CALIFORNIA__..,_ Job Reference(optional) Builders FirstSource(Beaverton.OR), Beaverton,OR-97005, 8.240 s Mar 92020MiTek Industries,Inc. Tue Jul 21 11:05:03 2020 Page 1 ID:SgrxcleW EHKVCW_BvIJKlzhloc-i0Vh0vAG81 NswOwvuzYvdhrFXw7HGIKAG3aTKXyvsXE -bf'Q._.-......._..._.._.___ 7-4-2 7-11 14-5-2 21-6-14 28-0-10 28 7-4 36-0-0 7-0 1.0.0 7-4-2 0 7 6-5-13 I 7-1-11-...-...-. 6-5-13 —._... OF7� 7.4-2 ..._.....-....._..._- -O-Q Scale:3/16'=1' 4x8 = 5x6 i 4x8 _ 4x8 =- 5x6 J 6.00 72 a 6 27 5,528 2 5310j} 31 isi, 32.._.531..._-33345735._.- ..._...36 5,37 38_0_ 3 8 F 3x6 s> 25 EI /II 40 3x6Q4 ga• • �1la ' Ia 15 14 13 12 az8 5x12 MT18HS = 4x8 = 5x6 = 5x8 = 3x4 = 7-4-2 18-0-0 28-7-14 36-0-0 7-4-2 10-7-14 I 10-7-14 ------._.._.._..._I. 7-4-2 I • Plate Offsets_.(X,Y}-.,.. [2:Edge 0-2-71,[10:0-0-0,0-2-7],[12:0-3-9,0-2-01,[15:0-3-9,0-2-01 LOADING (psf) • SPACING- 2-0-0 OSI. OEFL in (lac) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.43 12-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.92 Vert(CT) -1.08 12-14 >401 180 MT1 BHS 220/195 TCDL 7.0 Rep Stress Ina YES WB 0.70 Horz(CT) 0.27 10 n/a n/a BCLL 0.0 ' Code IBC2018/TP12014 Matrix-AS Weight:174 lb FT=20% ..-SCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G"Except" TOP CHORD Structural wood sheathing directly applied,except 4-6,6-8:2x6 OF No.2 2-0-0 oc pudins(3-1-4 max.):4-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-15,7-12 SLIDER Left 2x4 DF Std-G 1-11-12,Right 2x4 DF Std-G 1-11-12 REACTIONS. (size) 10=0-5-8,2=0-5-8 Max Horz 2=55(LC 54) Max Uplift 10=-307(LC 13),2=-307(LC 12) Max Gray 10=2243(LC 33),2=2243(LC 33) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-3576/539,4-5=-3075/515,5-7=-5129/849,7-8=-3075/514,8-10=-3576/539 BOT CHORD 2-15=-440/3068,14-15=-800/5016,12-14=-783/5016,10-12=-385/3068 WEBS 4-15=-126/1195,5-15=-2228/500,5-14=0/310,7-14=0/310,7-12=-2228/500, 8-12=-126/1195 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1.0.0 to 2-0-0,Interior(1)2-0-0 to 3-1-3,Exterior(2R)3-1-3 to 11-7-1, Interior(1)11-7-1 to 24-4-15,Exterior(2R)24-4-15 to 32-10-13,Interior(1)32-10-13 to 34-0-0,Exterior(2E)34-0-0 to 37-0-0 zone; camber DOL=1.60 plhtexpos grip ed end left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; ��P�p PR OFFss 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 ,c. 0�G1 N E-N /p 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 18.0 psf or 1.00 times Sat roof load of 25.0 psf on overhangs w 9 non-concurrent with other live loads. .- 89200PE 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. e+ - 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 Sr will fit between the bottom chord and any other members. 9 �OREGON '(/ L, 9)A plate rating reduction of 20%has been applied for the green lumber members. pL 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ./.0 An,14 20'� 10=307,2=307. �� 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI MRR11X 1- 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and VT gypsum sheetrock be applied directly to the bottom chord. RENEWAL DATE:12-31-2021 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 21,2020 rontinued on once 2 AWARNING-Vealy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. 16 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual huss web and/or chord members only.Additional temporary and permanent bracing MTeke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tatxication,storage.delivery.erection and bracing of trusses and truss systems.see ANSU7Pf1 qualify Criteria,DSB-89 and SCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,2670 CraM Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 • Job, Truss Truss Type Oty Ply David Weekley_7894A Roof K8040462 2306732 IA02 CALIFORNIA 1 1 Job ReferenceleptionalJ___.-_,.,_-_,__-_ Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:04 2020 Page 2 ID:SgrxclaW EHKVCW_BvIJK1 zhIDc-AD33DFBvvLVYAV5Rh389uNQHKSW?CaJVjKOszyvsXD NOTES- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)235 lb down and 90 lb up at 7-11-15,85 lb down and 83 lb up at 10-0-12,116 lb down and 111 lb up at 12-0-12,144 lb down and 130 lb up at 14-0-12,144 lb down and 130 lb up at 16-0-12,144 lb down and 130 lb up at 18-0-0,144 lb down and 130 lb up at 19-11-4,144 lb down and 130 lb up at 21.11-4,116 lb down and 111 lb up at 23-11-4,and 85 lb down and 83 lb up at 25-11-4,and 235 lb • down and 90 lb up at 28-0-1 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-8=-64,8-11=-64,16-20=-20 Concentrated Loads(lb) Vert:26=-118 27=-0 29=-24 30=-64 31=-64 32=-64 33=-64 35=-64 36=-24 38=-0 39=-118 • t t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek0 connectors.This design is based only upon parameters shown.end is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling otindividual truss web end/or chord members only.Additional temporary and 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 ANS1/TPI1 Quality Cdterla,OSa-as and BCSI Building Component 250 Klug Circle Safety Information availeble from Tmss Plate Institute,2670 Crain Highway.Suite 203 Waldorf.MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply David Weekley_7894A Roof K8040461 2306732 A03 CALIFORNIA 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:07 2020 Page 1 ID:SgrxclaW EHKVCtJBvIJK1 zh IDc-aolBrHDnBGuI PdDg7pernX?_EXW_CbQmBhYhTlyvsXA -1-0-C1 7-0-2 10-7-6 14-5-2 21-6-14 25-4-10 28-7-14 36.0-0 7-0-00 0-0 7-4-2 r___..3•3.4._--13-9-13 —} 7-1-11 I 3-9-13 3-3-4f—___...__-....._...-7-4.2_-_- -0_09 Scale:3/16'=1' 2x4 II 12 2x4 II 5x6 i 5 7 4x8 = 13 6.00 12 4x8 — 54. 6 4 II 4x8 = 11 14 31 9 32 33 34 35 3x6 34 C H 3 30 // / 15 4 v 1 2 1617 _... to 21 20 19 18 4x8 -_.. 5,02MT18HS = 4x8 - 5x6 II 5x6 II — 3x4 = 7-4-2 18-0-0 28-7-14 36-0-0 I 7-4-2 10-7-14 I 10-7-14 .._..._..._._..._..._.._7 d I -2 Plate Offsets(X,Y)— [2:Edge,0-O-91[16:Edge,0-0-01,[18 0-3.9,0-2-OL_121__0-3-9,0-2-01_ TOADING (psf) 250 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP CLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.35 20 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.81 Vert(CT) -0.95 20-21 >454 180 MT18HS 220/195 BCLL 0.0 • Rep Stress Incr YES WB 0.63 Horz(CT) 0.22 16 n/a n/a BCDL 10.0 Code IBC2018/TP12014 Matrix-AS Weight:185 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 DF No.1&BtrG'Except` TOP CHORD Structural wood sheathing directly applied,except I • 4-9,9-14:2x6 DF No.2 2-0-0 oc purlins(3-5-7 max.):4-14. BOT CHORD 2x4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G WEBS 1 Row at midpt 8-21,10-18 OTHERS 2x4 OF Std G SLIDER Left 2x4 DF Std-G 1-11-12,Right 2x4 DF Std-G 1-11-12 REACTIONS. (size) 16=0-5-8,2=0-5-8 Max Horz 2s78(LC 12) Max Uplift 16=-151(LC 13),2=-151(LC 12) Max Gray 16=1896(LC 33),2=1896(LC 33) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-2896/223,4-6=2482/294,6-8=-2485/296,8-10=-4346/335,10-11=-2485/296, 11-14=-2482/294.14-16=-2896/224 BOT CHORD 2-21=-195/2485,20-21=-251/4236,18-20=-230/4236,16-18=-117/2485 WEBS 8-21=-2003/235,4.21=1/1105,8-20=0/309,14-18=-1/1105,10-20=0/309, 10-18=-2003/235 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-4-7,Exterior(2R)6-4-7 to 14-5-2, cn�p PR QFp tr Interior(1)14-5-2 to 21-5-0,Exterior(2R)21-5-0 to 29-7-9,Interior(1)29-7-9 to 34-0-0,Exterior(2E)34-0-0 to 37-0-0 zone;cantilever ` G s left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber 5 .,`G l NE DOL=1.60 plate grip DOL=1.60 ,c?? �'i`` F9 �� 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ch1.10 Q� �� 3)Unbalanced snow loads have been considered for this design. 89200PE 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. v 5)Provide adequate drainage to prevent water ponding. /57 �'� 6)All plates are MT20 plates unless otherwise indicated. si 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9 off �(/� 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-8-0 tall by 2-0-0 wide G ,�Jfr will fit between the bottom chord and any other members. /) q).14 Zp 9)A plate rating reduction of 20%has been applied for the green lumber members. `rye_ A� 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) " RR�L� V 16=151,2=151. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. RENEWAL DATE:12-31-2021 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum July 21,2020 sheetrock be applied directly to the bottom chord. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component.rot - a truss system.Before use,the building designer must venfy the applicability of design parameters and properly incorporate this design into 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/TPI,Quality Criteria,05B-89 and B051 Bullding Component 250 Mug Circle Safety Information available from Truss Plate Instibrle.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 ._.. — .. Job . . Truss Truss Type Qty Ply David Weekley_7894A Roof K8040463 2306732 A03 CALIFORNIA 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:07 2020 Page 2 I D:Sgrxcla W EH KV CtJ_BvIJ K1 zh IDc-aoIBrHDnBGul PdDg7pornX?_EXW_CbQelB hYhTlyvsXA NOTES- 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Mt Design valid for use only with MiTek4 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANSVTPi1 Quality Criteria,DS8-89 and SCSI Building Component 250 Klug Circle Safelyinromiation available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply David Weekley_7894A Roof K8040464 2306732 A04 CALIFORNIA I 1 'Job Reference(optional)__ Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05;10 2020 Page 1 IDSgrxcla W EHKVCW_BvIJK1 zhIDc-?NOKUIFfUBGtG5yFoxAYP9dUkI WzPw_CtenL4dyvsX7 -1-0-0 ...6-3-12_..._..._..._..._...____+.___ 12-10-1 13[3 1.8-0-0.., 22-8-10 23-11-I15 29-8-4 I 36-0-0 __._.-7 0-0 �0-0 6-3.12 6-6-6 0-5- 4-8-10 4-8-10 0.5-5 6-6-5 6-3-12 -0.0' Scale=1:63.1 5x10 5x10 = 3x4 4 6 27 8 20,3 30 Rel 31 ,3i2 31,34 3 6.00 12 25 36 4x12 % 4x12 ' 4x6 i 3 7 ' J R 4x8 i 4x8 4x8 Q r 4x8 i 24 / ' 37 `° 23 / 384x8 1 2 // 8 9 bb - [$ O 14 13 39 12 11 10 II 2x4 II 3x8 = 5x10 WB 3x6 = 2x4 II Bx8 I I 8x8 6-3-12 12-10-1 I I 0 I 23-1-15 I 29-8-4 I 36-0-0 I 6-3-12 6-6-5 10-3-14 6-6-5 6-3-12 Plate Offsets(X,Y)--...._43;075-0,0-1-121 [49-5-9,Edq,,j6:0-5-9,Edge],[7:0-5•0,0-1_12],[8:0-3-9,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.46 11-13 >933 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.92 Vert(CT) -0.99 11-13 >434 180 • TCDL 7.0 Rep Stress Ina YES WB 0.71 Horz(CT) 0.22 8 n/a n/a BCLL 0.0 • Code IBC2018/TP12014 Matrix-AS Weight:197 lb FT=20% _BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(3-3-2 max.):4-6. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 DF No.1&Btr G WEBS 1 Row at midpt 5-13,5-11 SLIDER Left 2x4 DF Std-G 6-10-14,Right 2x4 DF Std-G 6-10-14 REACTIONS. (size) 8=0-5-8,2=0-5-8 Max Horz 2=92(LC 54) Max Uplift 8=-307(LC 13),2=-307(LC 12) Max Gray 8=2796(LC 33),2=2796(LC 33) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2422/298,34=-4105/544,4-5=-3528/521,5-6=-3528/521,6-7=-4105/544, 7-8=-2422/297 BOT CHORD 2-14=-507/4138,13-14=-509/4136,11-13=-461/3801,10-11=-417/4136,8-10=-415/4138 WEBS 3-13=-755/237,4-13=-45/967,5-134-639/196,5-11=-839/196,6-11=45/967, 7-11=-755/237 NOTES- 1)Wind:ASCE 7-16;Vult=l2omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 8-7-2,Exterior(2R)8-7-2 to 17-1-0, Interior(1)17-1-0 to 18-11-0,Exterior(28)18-11-0 to 27-4-14,Interior(1)274-14 to 34-0-0,Exterior(2E)34-0-0 to 37-0-0 zone; `cy�0 PR°P c% cantilever left and right exposed;end vertical left and right exposed:C-C for members and forces&MWFRS for reactions shown; ` c�' Lumber DOL=1.60 plate grip DOL=1.60 NGINek. /D 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1-10 �� ,,,,,.GIN ' 'T *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 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs Q 89200PE 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.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. �OREGON <l/� 8)A plate rating reduction of 20%has been applied for the green lumber members. G bi 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(j1=1b) /Q '9 '14 2'3 s 8=307,2=307. 0T- 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/III-PIMRRIt-V 1. 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. RENEWAL DATE:12-31-2021 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 21,2020 Iyontinued on once 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev_5/19/2020 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 1� 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 ANSVIPII Cleanly Criteria,DSB-89 and SCSI Building Component 250(lug Circle Safety Information available from Truss Plate Institute.2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92680 Job Truss Truss Type Qry Ply David Weekley 7894A Roof 1 K8040464 2306732 A04 CALIFORNIA 1 1 —._-- Job Reference loptional) o __.0 Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11 05:10 2020 Page 2 IDSgrxclaWEHKVCtJ_BvlJK1zhlDc-?NQKUIFfUBGtG5yFoxAYP9dUkIWzPw CtenL4dyvsX7 NOTES- 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)471 lb down and 201 lb up at 13-3-15.133 lb down and 52 lb up at 14-0-12,140 lb down and 113 lb up at 16-0-12,179 lb down and 135 lb up at 18-0-0,140 lb down and 113 lb up at 19-11-4,and 133 lb down and 52 lb up at 21-11-4, and 471 lb down and 201 lb up at 22-8-1 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-6=-64,6-9=-64,15-19=-20 Concentrated Loads(lb) Vert:5=-103 26=-355 27=-128 29=-64 32=-64 34=-128 35=-355 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE 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 buss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability end to prevent collapse with possible personal injury and property damage. For general guidance regarding the • fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSUTPH Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona.CA 82880 Job Truss TTruss Type Oty Ply David Weekley 7894A Root K8040465 2306732 A05 CALIFORNIA 1 1 Job Reference_Optional)._ _._ Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:13 2020 Page 1 ID:SgrxclaWEHKVCIJ_BvIJKI zhlDc-Py6S6KIY116eS7YhgT4jF1 oFjyXxcJYeZc??hyyvsX4 r- 6-3-12 12-10-1 6-6-5 15-11-6_ 18.0.0_ 20-0.10 _23-1-15 36-0-0 -0� 6-3-12 -- 3-1-5 _)2.0-10 (2-0-10 29-8-4 -+- - 3-1-5 6-6-5 6-3-12 Scale=1:62.6 5 8 5x8 _ 5x8 = 4 3x4 = 6.00 12 26 m»-- 29 6 rsm ma 33 27 28 30 31 32 4x12 4 25 34 402 J 3 9 N �� 35 b 24 irii // 36 ct1 2 _ .__._..._..._..._ ..._...__.____ -__ b� //— .._..._._..._... .. -- 10 h 15 14 37 13 12 11 2x4 5x10 WB= 2x4 8x8 II II 8x8 II 6-3-12 12-10-1 __}_ __._._._._.._.._23-I-IS __ I 29-8-4 I 36-0-0 6-3-12 6-6-5 10-3-14 6-6-5 6-3-12 Plate Offsets(X,Y)-- 13:0-5-0,0-1-121,14:0-3-13,0-2-1],[TO:3-13,0_2_1]19:0-5-0,0-1-121,[10:0-3-9,Etlgej_ LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.46 12-14 >938 240 MT20 220/195 • (Roof Snow=25.0) Lumber DOL 1.15 BC 0.90 Vert(CT) -0.97 12-14 >443 180 TCDL 7A Rep Stress Ina YES WB 0.59 Horz(CT) 0.21 10 n/a n/a BCLL 0.0 ' Code IBC2D18/TPI2014 Matrix-AS Weight:204 lb FT=20Yn BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc pudins(3-1-7 max.):4-7. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 DF No.1&Btr G WEBS 1 Row at midpt 6-14,6-12 SLIDER Left 2x4 DF Std-G 6-10-14,Right 2x4 DF Std-G 6-10-14 JOINTS 1 Brace at Jt(s):6 REACTIONS. (size) 10=0-5-8,2=0-5-8 Max Horz 2=120(LC 12) Max Uplift 10=162(LC 13),2=-181(LC 12) Max Gray 10=2525(LC 33),2=2588(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2334/393,3-4=-3987/839,4-6=-3446/961,6-7=-3448/962,7-9=-3989/841, 9-10=-2380/428 BOT CHORD 2-15=-613/3984,14-15=-614/3983,12-14—746/3650,11-12=-622/3991,10-11=-621/3993 WEBS 6-14=-638/178,3-14=-617/132,4-14=-24/875,6-12=-636/176,7-12=-24/875, 9-12=-626/134 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-8-7,Exterior(2R)11-8-7 to 17-1-0, Interior(1)17-1-0 to 18-11.0,Exterior(2R)18-11-0 to 24-3-9,Interior(1)24-3-9 to 33-0-0,Exterior(2E)33-0-0 to 36-0-0 zone; �`��� PR Op- 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 - i� 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 ,5? '' •7 1i 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 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs 89200PE non-concurrent with other live loads. / ,� 5)Provide adequate drainage to prevent water ponding. ��vv 6)All plates are 3x8 MT20 unless otherwise indicated. I. •• 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed fora 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 �OREGON <[/ will fit between the bottom chord and any other members,with BCDL=10.0psf. L Nt 'O 9)A plate rating reduction of 20%has been applied for the green lumber members. 14Y 4 Z d 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) /: � �[- 10=162,2=1131. fW a7p R IO' 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TP! 1. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum RENEWAL DATE:12-31-2021 sheetrock be applied directly to the bottom chord. July 21,2020 113)Graphical purlin representation does not depict the size or the orientation of the purlin along the too and/or bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE USE. MK Design mild for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate This design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Addihonal temporary and 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 ANSp7PN Quality Criteria,OSB-69 and SCSI Building Component 250 IOug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf.MD 20601 Corona,CA 92880 Job . _Truss Truss Type y ly David Weekley_7894A Roof K8040466 2306732 A06 COMMON --- 1 Job Reference(optional) LL 12 —_..1_ Builders FIrslSource Truss,Beaverton,OR 97005 8_240 s Apr 4 Cy..MiTek Industries,Inc. a Jul21 C'16.442020 Page 1 ID:SgrzclaWEHKVCtJBvIJK1 zhlDc-6Avp_Cy_P94kQ7g9W EMWgLaWjsgP_CV75o7284yvgbn -i-0-0 ,._... 9-0-0 18-0-0 _.___ ._.,._... . 26-10-4_ 27 -0 _35-8-14 { __ .. �6-0} 9-0-0 9-0-0 8.10.3 0-1- 3 8-8-14 Scale=1:61.6 ' 5x6 = 6.00 112 6 /fr 24 25 23 26 5 7 ae 6x8 aa 4 8 414 111111111411111111111111% 3x4 i 'Ca ° --- �� 27 22 C 1 2 3 �// �e �_ -- - --- I0�a -.__ 13 12 11 10 2x4 II 4x8 2x4 II 5x6 II 5x8 = 9-0-0 18-0-0 27-0-0 35-8-14 9-0-0 9-0-0 9-0-0 8-8-14--- Plate Offsets(X,Y)— j2 0-3.4,0-0_8]18:0-2-4.0-2-41.L9.0-3-1,0-7-11_-._-.______ LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in (roc) Udefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.12 12-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.41 12-13 >999 180 TCDL 7.0 Rep Stress!nor YES WO 0.44 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code IBC20181TP12014 Matrix-AS Weight:189 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E"Except' TOP CHORD Structural wood sheathing directly applied. 1.5,7.9:2x4 DF No.i&Btr G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 DF No.1&Btr G WEBS 1 Row at midpt 8-12,4-12 WEBS 2x4 DF Std G SLIDER Left 2x4 DF Std-G 1-11-12,Right 2x8 DF SS 9-8-3 REACTIONS. (lb/size) 9=1500/Mechanical,2=1566/0-5-8 Max Horz 2=137(LC 12) Max Uplift 9=-116(LC 13).2=137(LC 12) FORCES. (lb)-Max.Comp/Max.Ten,-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-941/0,3-22=-2532/191,4-22=-2343/219,4-5=-1788/200,5-23=-1697/208, 23-24=-1655/215,6-24=-1616/230,6-25=-1619/230,25-26=-1655/215,7-26=-1699/208, 7-8=-1789/200,8-27=-1328/276,9-27=-1529/255 BOT CHORD 2-13=-221/2179,12-13=-221/2179,11-12=-122/2145,10-11=-122/2145,9-10=-120/2148 WEBS 8-12=-875/211,8-10=0/343,4-12=-905/218,4-13=0/344,6-12=-3/929 NOTES- 1)Wind:ASCE 7-16;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25f1;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 15-0-0,Exterior(2R)15-0-0 to 21-0-0,Interior(1) 21-0-0 to 32-8-14,Exterior(2E)32-8-14 to 35-8-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 (1G PR f-PO 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 `�`D OFcs' 3)Unbalanced snow loads have been considered for this design. Cj� N(31 N FE s/o� 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs 1� 9 non-concurrent with other live loads. I "9l 5)All plates are 3x6 MT20 unless otherwise indicated. 92 UP 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. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. �OREGON ��/ 10)Provide mechanical connection(by others)of truss 10 bearing plate capable of withstanding 116 lb uplift at joint 9 and 137 lb uplift at '9G joint 2. /Q 4Y1426 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, 0P 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Mt,R i,L� sheetrock be applied directly to the bottom chord. ��ll RENEWAL DATE: 12-31-2021 July 21,2020 __ AWARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE El Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 busses and truss systems.see ANSUTP11 Quality Criteria.Ds8-89 and BCSI Budding Component 250 Klug Chtle Safety Information available from Truss Plate institute,2670 Clan Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply 'David Weekley_7894A Roof , K8040467 2306732 A07 COMMON 3 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:16 2020 Page 1 ID:SgrxclaW EHKVCtJ_BvIJK1 zh IDc-nXnbkMKQ4100_0PP8CHyeQtWO9gxpin5FaEflHyvsX1 -1-0- 9-0-0 18-0-0 27-0-0 36.0.0_ __ 7-0-0 _ap 9-0-0 _.........._..._.._.--f- 9-0 0.._..__.-___..-._._I 9-0-0 I-_______._..._..._..__...-9-0.0 .3-0A 5x6 = Scale=1:65.9 • 6.00 F2 6 26 27 3x6 25 28 3x6 3x8 -2" 5 7 3x6 tzt- 4 8 29 /-. m/ 3x4 S> }r'� 3x4 J 324 // 9 1 2 1011 15 14 13 12 5x6 2x4 II 4x8 = x6 3 2x4 II 5x6 II l 9-0-0 1 18-0-0 -_ 27-0-0 I__ 36-0-0 ) 9-0-0 9-0-0 9-0-0 --__.._.__ 9-0-0 Plate Offsets(X,Y)- (2:0-0-0,0-0-0j,f2:0-3-4,0-0_8],110_0-3-4,0-0-6) - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 IC 0.74 Vert(LL) -0.13 12-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.44 12-14 >988 180 TCDL 7.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.13 10 n/a n/a BCLL 0.0 * Code IBC2018/TP12014 Matrix-AS Weight:166 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 OF 2400F 2.0E`Except' TOP CHORD Structural wood sheathing directly applied. 1-5,7-11:2x4 OF No.1&BtrG BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 DF No.1&Btr G WEBS 1 Row at midpt 8-14,4-14 WEBS 2x4 DF Std G SLIDER Left 2x4 DF Std-G 1-11-12,Right 2x4 DF Std-G 1-11-12 REACTIONS. (size) 10=0-5-8,2=0-5-8 Max Horz 2=-128(LC 17) Max Uplift 10=-137(LC 13),2=-137(LC 12) Max Gray 10=1576(LC 1),2=1576(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-2552/218,4-6=-1811/230,6-8=-1811/230,8-10=-2552/218 BOT CHORD 2-15=-212/2197,14-15=-212/2197,12-14=-95/2197,10-12=-95/2197 WEBS 6-14=-2/941,8-14=-902/219,8-12=0/344,4-14=-902/218,4-15=0/344 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=42psf;BCDL=6.opsf;h=25ft;Cal.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 15-0-0.Exterior(2R)15-0-0 to 21-0-0, Interior(1)21-0-0 to 34-0-0,Exterior(2E)34-0-0 to 37-0-0 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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 ���Ep PR OPp 3)Unbalanced snow loads have been considered for this design. I N / 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs C? E 2 non-concurrent with other live loads. 5. �N F•9 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ,..14./ 9� 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 a•9200P will fit between the bottom chord and any other members. / 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except 01=1b) "1 - '4110 10=137,2=137. Q `�'' 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9 OREGON �fj 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 4 r 1b` sheetrock be applied directly to the bottom chord. /10 '9 14 2°3 T V MFRR11..�- b. RENEWAL DATE:12-31-2021 July 21,2020 a e A WARNING-Verity design parameters and MI READ NOTES ON THIS AND INCLUDED rEK REFERENCE PAGE MII-7473 rev.5/1972020 BEFORE USE. a NHDesign valid for use only with MTek@ connectors.This design is based only upon parameters shown,and la for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ,1� _ building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MI fek in always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSI/7PI1 quality Criteria,D58-89 and SCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job , - Truss Truss Type Oty Ply David Weekley_7894A Roof K8040468 2306732 A08 CALIFORNIA 1 1 __. Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:18 2020 Page 1 ID:Sgrxcla W EHKVCtJ_BvIJK1zhIDc-mvvL91 LhceGkEKZnOdJQjrygezEQHb2NjujmM9yvsX? -�1�-(2- ____._.._6-3-12 12-10-1_ 15-11-6 18-0-0 20-0-10 23 1-15 29.8.4,_________ . 35-8-14 01 -0' 6-3-12 6-6-5 3-1-5 2-0-10 2-0-t0 _)__ 3-1-5-___)_ 6-6-5 6-0-10 - Scale a 1:62.3 500 6 9 5x8 = • 3x4 = 5 6.00 12 28 no 1s57_31._._Z_.._........._...A'L__- ___. 35 . 29 30 32 33 34 3x6 --- 2� 36 3x6 4 0 N 5x6 C . 3x4 / /� 1t Sx6 ,b 3x4 i 3 i 26 ;- 37 2 z 1 17 16 38 15 14 13 2x4 II 3x8 = 5x12MT18H8 = 3x8 _ 2x4 II 8x12 sx12 - 6-3-12 12-10-1 23-1-15 29-8-4 35-8-14 ~ 6-3-12 I_..._........_..._..._..._...-6-6-5 10-3-14 ---1-- 6-6-5 I 6-0-10 -_._._.__..._L Plate Offsets(X,Y)-_..._.-[50.57,0-1-111,[8;0-3-13,0-2-11,112:0-0-1.0-5-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/del] LA PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.49 14-16 >878 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.95 Vert(CT) -1.01 14-16 >423 180 MT1BHS 220/195 TCDL 7.0 Rep Stress!nor YES WB 0.51 Horz(CT) 0.23 12 n/a n/a BCLL 0.0 ' Code IBC2018/TPI2014 Matrix-AS Weight:199 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(2-8-10 max.):5-8. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied. SLIDER Left 2x6 OF No.2 3-5-9,Right 2x8 DF SS 3-4-8 WEBS 1 Row at midpt 7-16,7-14 JOINTS 1 Brace at Jt(s):7 REACTIONS. (size) 12=Mechanical,2=0-5-8 Max Horz 2=122(LC 12) Max Uplift 12=-204(LC 13),2=-221(LC 12) Max Gray 12=2727(LC 33),2=2775(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-AI forces 250(Ib)or less except when shown. TOP CHORD 2-4=-4881/752,4-5=-4384/827,5-7=-3816/951,7-8=-3784/949,8-10=-4310/824, 10-12=-4736/742 BOT CHORD 2-17=-602/4273.16-17=-602/4273,14-16=-736/4114,13-14=-587/4116,12-13=587/4116 WEBS 7-16=-784/207,4-16=-545/163,5-16=-48/934,7-14=-821/199,8-14=-39/927, 10-14=429/163 NOTES- 1)Wind:ASCE 7-16;Vult=l2omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterlor(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-8-7,Exterior(2R)11-8-7 to 17-1-0, Interior(1)17-1-0 to 18-11-0,Exterior(2R)18-11.0 to 24-3-9,Interior(1)24-3-9 to 32-8-14.Exterior(2E)32-8-14 to 35-8-14 zone; GOD PR cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; c 4� OF 41 Lumber DOL=1.60 plate grip DOL=1.60 l� v 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 ��� .NGI N4- WO 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 18.0 psf or 1.00 times Flat roof load of 25.0 psf on overhangs Q 89200PE non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.opsf. - OREGON �Q' 9)A plate rating reduction of 20%has been applied for the green lumber members. '7 OREGON A_ t Q"9 10)Refer to girder(s)for truss to truss connections. ' q Y 14 2f3 P. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) V 12=204,2=221. Mf:1R1Lk' 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI ' RENEWAL DATE:12-31-2021 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. July 21,2020 Aegrltfugbptldit;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 MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MR*" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of busses and truss systems.see ANSUTPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Krug Circle Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 ---------------------- -- _.. _.__........._._----- Job Truss Truss Type city Ply David Weekiey_7894A Roof - K8040468 2306732 A08 CALIFORNIA 1 1 _._.._.._. Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:19 2020 Page 2 ID:SgrxclaW EHKVCtJ_BvIJK1 zh IDc-E5TkNNMJNyObrT8_gKgfG3V?ONaf021XyYSJucyvsX_ NOTES- 15) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)274 lb down and 108 lb up at 16-0-10,and 248 lb down and 128 lb up at 19-11-6 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(pif) Vert:1-5=-64,5-6=-64,5.8=-64,8-9=-64,8-12=-64,18-22=-20 Concentrated Loads(lb) Vert:30=-228(B)33=-201(B) • f I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.5/19/2020 BEFORE USE. —_ Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent coNapse 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/TPH Quality Criteria,05B-89 and SCSI Building Component 250 Klug Circle Sew/nfrmalion available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20801 Corona,CA 92880 Job - f Truss Truss Type Oty Ply David Weekley_7894A Roof K8040469 2306732 A09 CALIFORNIA 1 1 Job Reference{opti nal) -_.., Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 Mi7ek Industries,Inc. Tue Jul 21 11:05:22 2020 Page 1 !, ID:Sgrxcla W EHKVCtJ_BVIJK 1 zh IDc-eg9s?PPBftnAixtZVTOMuh7YGac2DLyze W hzUwyvsW x -1-0-pp,, 6-3-12 12-10-1 13 316 _____18-0-0_..._.-. 22-8-10 23 1-I115_ 29-6-1__ 35-8-14 -O-Ot 6-3-12 I 6-6-5 0�-5 4-8-10 .. ..._.)..___— 4-B-10 ___0 5-5 6-6-5 ...___._._f__— 6-0-10_.—_--1 Scale=1:62.3 • • • • 5x10 =- 5x10 = 3x4 4..5..26_27___28_ 29 5ha 30 1 3 :33 6-00 12 24 35 4z12 i Bx8 3x6 i 3 7 3x6 // ni 3x6 i 3x6 // 23 /� 36 e 3x6 h / 37 3x6 // 22 01 �1 2 Sr-- _._..._...___ ._ // _ _:.-...____ 8 to i _ 13 12 38 11 10 9 8x8 II 2x4 II 3x8 = WO WB = 343 = 2x4 II 8x8 II 6-3-12 -1 23-1-15 29-8-4 35-8-14 12-10 6 3.12 — ..._._.6-6-5_._... + 10-3-14 s e s.._..._..._..._... --I 6-0-10 --I Plate Offsets(X,Y)-- [3:0-5-0,0-1-12],[4:0-5-9,Edge),[6.0.5-10,Edgej,[7:0-2-12,0.2.4],[8:0-3-5,0-4-1) LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.44 10-12 >966 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.90 Vert(CT) -0.96 10-12 >446 180 TCDL 7.0 Rep Stress Ina YES WB 0.71 Horz(CT) 0.19 8 n/a n/a BCLL 0.0 • Code IBC2018rTPI2014 Matrix-AS Weight:204 lb FT=20%a BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(3-3-14 max.):4-6. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 OF No.1&Btr G WEBS 1 Row at midpt 5-12,5-10 SLIDER Left 2x4 DF Std-G 6-10-14,Right 2x8 OF SS 6-8-1 REACTIONS. (size) 8=Mechanical,2=0-5-8 Max Horz 2=101(LC 54) Max Uplift 8=-272(LC 13),2=-296(LC 12) Max Gray 8=2579(LC 33),2=2728(LC 33) FORCES. (Ib)-Max.Camp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2372/291,3-4=3962/523,4-5=-3399/503,5-6=-33011489,6-7=-3855/508, 7-8=-1949/249 BOT CHORD 2-13=-498/4017,12-13=-499/4015,10-12=-442/3616,9-10=-393/3852,8-9=-392/3854 WEBS 5-12=-550/181,3-12=-755/233,4-12=-35/910,5-10=-698/206,6-10=-51/975, 7-10=-691/234 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCOL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 8-7-2,Exterior(2R)8-7-2 to 17-1-0, G n Interior(1)17-1-0 to 18-11-0,Exterior(2R)18-11-0 to 27-4-14,Interior(1)27-4-14 to 32-8-14,Exterior(2E)32-8-14 to 35-8-14 zone; 4�`D PROFFs cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; 4 G Lumber DOL=1.60 plate grip DOL=1.60 ' IAGI NE. ` z, 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1 A;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 �� "T 2-9 • 3)Unbalanced snow loads have been considered for this design. AA 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25-0 psf on overhangs :92 1 I P non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. ,40 — 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 Q 'Q' will fit between the bottom chord and any other members,with BCDL=10.0psf. OREGON 4, 8)A plate rating reduction of 20%has been applied for the green lumber members. 91i pi 9)Refer to girder(s)for truss to truss connections. aO��"14 20�A P 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=-Ib) c V 8=272,2=296. �`R R 10- 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI 1 RENEWAL DATE:12-31-2021 12)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. July 21,2020 S1dr)tboddie representation does not depict the size or the orientation of the purlin alone the top and/or bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. ill 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 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 end to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSUTPl1 Quality Criteria,0S8-89 and SCSI Building Component 250 Klug Circle • Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply David Weekley_7894A Roof �2306732 A09 CALIFORNIA 1 j 1040469 Job Reference(optional) J Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:23 2020 Page 2 ID:SgrxclaWEHKVCIJ BvIJK1 zhlDc-6tiECIPpOAv1 K5R13AvbOvgi?_xHyoC6sAQXONyvsWw NOTES- 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)471 lb down and 201 lb up at 13-3-15,133 lb down and 52 lb up at 14-0-12,140 lb down and 113 lb up at 16-0-12,179 lb down and 135 lb up at 18-0-0,140 lb down and 113 lb up at 19-11-4,and 133 lb down and 52 lb up at 21-11-4, and 334 lb down and 164 lb up at 22-8-1 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(pit) Vert:1-4=-64,4-6=-64,6-8=-64,14-18=-20 Concentrated Loads(lb) Vert:5=-103 25=-355 28=-128 28=-64 31=-64 33=-128 34=-218 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANSU7P11 Qua//ly Criteria,DSB-89 and SCSI Betiding Component 250 Klug Circle Safety Information available from Truss Plate Institute.2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 /Job - • Truss Truss Type Qty Ply David Weekley_7894A Roof 2306732 A10 ROOF SPECIAL 1 1 K8040470 l Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:25 2020 Page 1 ID:SgrxclaW EHKVCW_BvIJK1 zhlDc-3Fq?dRR4yo91ZOb8Abx3WKl0?nfgQfMPKUve5FyvsWu -1- .._.._.._.._.-_.._..._..._ 7-4-2 10-7-6 14-5-12 21-5-10 28-5-7 28'7-8 35-8-14 I -4_— _—I — _I 11A 7-4-2 3-3-4 3-10-7 6-11-14 6-11-14 0-21 7-1-6 Scale=1:62.9 2x4 I I 5 7 4x8 = 5x6 - 6.00 12 4x8 = 4x4 II 4 _----2 II 4x4 5x8 = 12 WI 3x6 , 23 j j ot 17 16 15 14 13 4x8 _= 5x8 3x4 = 5x12 MT18HS = 4x4 = 4x8 = 7-4-2 16-9-11 _ 26-1-_8_..._.._..._..._..._.._.__—_ 35-8-14 I 7_4-2 .__---- 9-5-9 I -_-9-3-13 -}-._..._.___ 9-7-6 -'I _Plate Offsets fX.Y_ L2:0-0-0,0-2-111,_j11 A-3-0,0-2_d12 Edge,03701 11 7 9-3-9,0 2.0] ______--_ -- LOADING (psf) SPACING- 2-0-0 CM. DEFL. In (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 IC 0.88 Vert(LL) -0.38 16-17 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.8616-17 >498 180 MT18HS 220/195 TCDL 7.0 Rep Stress Inc/ YES WB 0.92 Horz(CT) 0.23 13 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-AS Weight 192 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 1-7:2x4 OF No.1&Btr G 2-0-0 oc purlins(3-3-4 max.):4-12. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G WEBS 1 Row at midpt 8-17 OTHERS 2x4 DF Std G 2 Rows at 1/3 pts 11-13 SLIDER Left 2x4 OF Std-G 1-11-12 REACTIONS. (size) 13=Mechanical,2=0-5-8 Max Horz 2=158(LC 9) Max Uplift 13=-187(LC 9),2=-84(LC 12) Max Gray 13=2244(LC 29),2=1752(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2 4=-3032/188,4-6=-2650/245,6-8=-2654/247,8-10=-4740/348,10-11=-3874/269, 12-13=359/66 BOT CHORD 2-17=-263/2654,16-17=-439/4613,14-16=-449/4756,13-14=-326/3321 WEBS 8-17=-2237/207,8-16=-40/265,4-17=0/1196,10-16=-25/346,10-14=-1154/170, 11-14=0/1084,11-13_3715/353 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; n MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-0-0 to 2-0-0,Interlor(1)2-0-0 to 6-4-7,Exterior(2R)6-4-7 to 14-5-12, ��sID PROFeo Interior(1)14-5-12 to 32-7-1,Exterior(2E)32-7-1 to 35-7-1 zone;cantilever left and right exposed;end vertical left and right 4 CV 2)TCLL:ASCE 7-16;Pf--25.0 psf(Lum DOexposed;C-C for members and forces 8 Myt 15 Plate DOL=1FRS for 5151:Isn;Lumber t 0;Rough Oat166FUIlyte Exp.;Cerip 0--0.9;Cs=1.00;Ct=1.10 ,C.� �G�G�N�F9 'o4. 3)Unbalanced snow loads have been considered for this design. MM 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 892W PE• non-concurrent with other live loads. • 5)Provide adequate drainage to prevent water ponding. • 6)All plates are MT20 plates unless otherwise indicated. ,iiallr/-- 7)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. !y • 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 - OREGON k/� will fit between the bottom chord and any other members. -7 OREGON 1t 9)A plate rating reduction of 20%has been applied for the green lumber members. <O '9Y 14 2° P' 10) Refer to girder(s)for truss to truss connections. /�,� 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) -1 ERR L- 13=187. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI RENEWAL DATE•12-31-2021 1. 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 July 21,2020 i:ont6ltselydaloki ra9Dlied directly to the bottom chord. p A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek5/connectors.This design is based only upon parameters shown,and Is for an individual building component.not • a truss system.Before Iwo,the building designer must verify the applicability of design parameters and properly Incorporate this design Into 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 genera;guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Mug Clda Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply David Weekley_7894A Roof K8040470 2306732 A10 ROOF SPECIAL 1 1 Job Reference(optional) Builders FirstSource(Beaverton.OR), Beaverton,OR-97005. 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:25 2020 Page 2 I D:SgrxclaW E HKVCtJ_BvIJK1 zhl Dc-3Fq?d RR4yo91ZOb8Abx3 W KIO?nfgQfMPKUve5Fyvs W u NOTES- 14)Graphical purlin representation does not depict the size or the orientation of the putiin along the top and/or bottom chord. � I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,end Is for an individual building component.not a hose system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web andlor chord members only.Additional temporary end 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 ANSUTPH Qualify Criteria,05B-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2870 Cram Highway,Suite 203 Waldorf MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply David Weekley_7894A Roof K8040471 t2306732 All ROOF SPECIAL 1 1 Job Reference(optional) v__ - 05, 2020 Builders FirstSource(Beaverton.DR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:29 Page 1 ID:SgrxclaW EHKVCtJ_BvIJK1 zh IDc-xl4WToUa00fA20vvPRO?gAvgePODMSD?F6trE0yvsWq -1-0 7-4-2 14-5-12 21-5-10 28-5-7 35-8-14._. ____..._..._—. 1-0-0 7-4-2 7-1-10 1---- 21-5-10 6-11-14 6-11-14 I 7-3-7 � Scale=1:64.8 4x8 = 5x6 = 4x8 = 4x4 = 5x8 = 4x4 II • 6.00(12 4 1 22 23 2 5 .-6 _ 26 27 7 28p__ 2 3� a?34 45 ...,1 .....Lai_. ls_ _____.-Lei........__K �a 0, 3x6 i 20 -_ /` F 3 19 ��{y/ 2 // 7%:' M - _ 14 13 12 11 10 4x8 = 6x8 = 3x4 = 5x12 MT18HS = 4x6 = 5x12 MT18HS = • • 7-4-2 7-6n14 16-9-11 26-1-8 35-8-14 7-4-2 0-1- 3 6-9-11 __.___.________ 93-13 —(_.._...___.__._ 9-7-6 Plate Offsets(X,Y)-- [2_0-0-0_,0.2.71,[8:0-2-B4O-2-8119:Edge,0-3-91.[10:0-3-8,0-2-14_(14:0-3-9,0-2.01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loci I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.42 13-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.87 Vert(CT) -0.9513-14 >449 180 MT18HS 220/195 TCDL 7.0 Rep Stress!nor YES WB 1.00 Horz(CT) 0.25 10 n/a n/a BCLL 0.0 • Code IBC2018/TP12014 Matrix-AS Weight:186 lb FT-20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2"Except" TOP CHORD Structural wood sheathing directly applied, except end verticals,and 1-4:2x4 DF No.1&Btr G 2-0-0 Oc puriins(3-0-8 max.):4-9. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-14 SLIDER Left 2x4 DF Std-G 1-11-12 2 Rows at 1/3 pts 8-10 REACTIONS. (size) 10=Mechanical,2=0-5-8 Max Horz 2=128(LC 48) Max Uplift 10=-441(LC 9),2=-324(LC 12) Max Gray 10=2401(LC 29),2=2217(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-3571/593,4-5=3137/562,5-7=-5265/969,7-8=-4197/795,9-10=-372/109 BOT CHORD 2-14=-527/3131,13-14=-977/5176,11-13=-1022/5202,10-11=-721/3583 WEBS 4-14=-154/1227,5-14=-2335/561,5-13=0/278,7-11=-1316/328,8-11=-106/1204. 8-10=-4011/798 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-1-3,Exterior(2R)3-1-3 l0 11-7-1, Interior(1)11-7-1 to 32-7-1,Exterior(2E)32-7-1 to 35-7-1 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 �(CD PROFF 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1-10 ��� G�NF s/ 3)Unbalanced snow loads have been considered for this design. \ F 0� 4)This truss has been designed for greater of min roof live load of 20.0 psi or 1.00 times flat roof load of 25.0 psf on overhangs 9 non-concurrent with other live loads. Q ,92 P 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)"This truss has been designed for a live load of 20.0psf 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 SC 9)A plate rating reduction of 20%has been applied for the green lumber members. 7G A-OREGON �A/ 10)Refer to girder(s)for truss to truss connections. "� 1 1 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) <O 1 Y 14 r 2a 4 10=441,2=324. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI �`R 11 10, 1. 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 RENEWAL DATE:12-31-2021 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. July 21,2020 t':nnlinued nn nnnP 2 M A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTekd/connectors.This design Is based only upon parameters shown,and is tor an individual building component.not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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,058-89 and BCSI Building Component 250 Klug Code Safety Information available from Truss Plate Institute.2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply David Weekley_7894A Roof K8040471 2306732 All ROOF SPECIAL 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:30 2020 Page 2 ID:SgrzclaWEHKVCW_BvIJK 1 zhlDc-PDeug8VCnKn1 gAU5z8XEDNSrOoLS5vS8TmdOmTyvswp NOTES- 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)192 lb down and 90 lb up at 7-11-15,85 lb down and 83 lb up at 10-0-12,116 lb down and 111 lb up at 12-0-12,144 lb down and 130 lb up at 14-0-12,144 lb down and 130 lb up at 16-0-12,144 lb down and 130 lb up at 18-0-0,144 lb down and 130 lb up at 19-11-4,144 lb down and 130 lb up at 21-11-4,130 lb down and 122 lb up at 23-11-4,130 lb down and 122 lb up at 25-11-4,130 lb down and 122 lb up at 27-11-4,130 lb down and 122 lb up at 29-11-4,and 130 lb down and 122 lb up at 31-11-4,and 130 lb down and 122 lb up at 33-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pIt) Vert 1-4=-64,4-9=-64,10-15=-20 Concentrated Loads(lb) Vert:6=-64 21=-118 22=-0 24=-24 25=-64 26=-64 27=-64 28=-64 29=-47 30=-47 31=47 32=47 33=-47 35=-47 I t A WARNING-Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 M ek•is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding are fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSi?Pl1 Quality Criteria,DS9-119 and SCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply i David Weekley_7894A Roof I K8040472 2306732 Al2 ROOF SPECIAL GIRDER 1 Job Reference joptional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:0534 2020 Page 1 ID:Sgrxcla W EHKVCIJ_BvIJK1 zhlDc-I_tPW WrgZHT8nnsC_bANDddwQjz1 k_kONbcvEyvsWI -,11-0- 4-8.2 _ _ -01 0' 4-8-2 126-5 20-2-9 27-10-13 35-8-14 ............ .....- -- 7-10-3 I I 7 8-4 7-8-4 7-10-1 ---_.._..._...j Scale=1:62,9 5x6 — 6.00 r2 Special 4x12 = 4x8 = 4x12 = 4x12 = 3x4 II i__.18_,,, 191:.1._..._..._2(6a_ 1 22 23 5 25 - 26to 27 -- --ff'9_L M"3.1 2 8 -- M — -a 33 34 14 35 36 37 t3 3839 40 41 12 t1 42 43 44 10 45 46 47 6x8 = 5x6 =Special 4x12 Special Special 4x4 Special Spacial 8x8 = Special Special Special 4x6 Special Special Special Special Special Special Special Special Special 4-8-2 12-6-5 20-2-9 27-10-13 35-8-14 I-------a-s-z-..._..._..---+---- 7-10-3 7-8-4 7-8-4I _______---1_ --_..._..._.._._..._...---I 8-4 7-10-1 I Plate Offsets(X V_E j2:0-0-0,0-1-8),14:0-39 D_2-0 :[710-3 9,0.2-01,j11:0-1.13,0-0-01,j12 0-0 0,0-2.121,.j14:0-3-9,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.45 11-13 >950 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.83 Vert(CT) -0.91 11-13 >470 180 TCOL 7.0 Rep Stress Ina NO WB 0.83 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code IBC2018/TP12014 Matrix-MS Weight 419 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, 1-3:2x4 OF No.1&Btr G except end verticals,and 2-0-0 oc purlins(5-2-11 max.):3-8. BOT CHORD 2x6 OF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G WEBS 1 Row at midpt 7-9,4-14 WEDGE Left:2x4 SP No.3 REACTIONS. (size) 9=Mechanical,2=0-5-8 Max Horz 2=84(LC 9) Max Uplift 9=-746(LC 7),2=-592(LC 10) Max Gray 9=2742(LC 27).2=2389(LC 27) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4551/1127,3-4=-4037/1032,4-6=-8888/2430,6-7=-6758/1897,8-9=-417/149 BOT CHORD 2-14=-1029/4032,13-14=-2448/8888,11-13=-2683/9478,10-11=-2683/9478, 9-10=-1904/6758 WEBS 3-14-341/1621,7-9=-6937/1939,4-14=5101/1516,7-10=-201/1195,4-13=44/594, 6-10=-2863/819.6-13=-632/270,6-11=0/448 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: (�n� P R FFs Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc- c Q Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. ��\O . G)N EF9 s/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. c. 9` 3)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf,BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; 89200PE 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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct--1.10 - e+'� ._ 5)Unbalanced snow loads have been considered for this design. 4 Q 8)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 9 OREGON k, non-concurrent with other live loads. ` 4, �Dt oc 7)Provide adequate drainage to prevent water ponding. /Q " Y 14 r 20 P-. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads- ./ 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide I R Ft �-,.• will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Refer togirder(s)for truss to truss connections. RENEWAL DATE: 12-31-2021 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) July 21,2020 ^.ontR,tl7 dw5 .2 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 ray.5119/2020 BEFORE USE. Design valid for use only with Mirek67 connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 1 MI building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing HIM( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSI/rPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available torn Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20801 Corona,CA 92880 Job Truss Truss Type Oty Ply David Weekley_7894A Roof • K8040472 2306732 Al2 ROOF SPECIAL GIRDER 1 Job Reference(optional)., Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries Inc Tue Jul 21 11:05 35 2020 Page 2 ID:SgrxclaW EHKVCW_BvIJK1 zhlDc-mARnkrZLbsPKmxM3mh6PwR9ogp3CmBEud1 K9SgyvsW k NOTES- 13)This truss Is designed In accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)85 lb down and 67 lb up at 6-0-12,120 lb down and 96 lb up at 8-0-12,126 lb down and 101 lb up at 10-0-12,125 lb down and 101 lb up at 12-0-12,126 lb down and 102 lb up at 14-0-12,126 lb down and 102 lb up at 16-0-12,126 lb down and 102 lb up at 18-0-0,126 lb down and 102 lb up al 19-11-4,126 lb down and 102 lb up at 21-11-4,126 lb down and 101 lb up at 23-11-4,126 lb down and 101 lb up at 25-11-4,126 lb down and 101 lb up at 27-11-4,126 lb down and 101 lb up at 29-11-4,and 126 lb down and 101 lb up at 31-11-4,and 126 lb down and 101 lb up at 33-11-4 on top chord,and 32 lb down at 2-0-12,35 lb down at 4-0-12,47 lb down and 20 lb up at 6-0-12,44 lb down and 20 lb up at 8-0.12,44 lb down and 21 lb up at 10-0-12,45 lb down and 23 lb up at 12-0-12,44 lb down and 24 lb up at 14-0-12,44 lb down and 25 lb up at 16-0-12,45 lb down and 26 lb up at 18-0-0,44 lb down and 25 lb up at 19-114,44 lb down and 24 lb up at 21-11.4,44 lb down and 23 lb up at 23-11-4,44 lb down and 23 lb up at 25-11-4,44 lb down and 23 lb up at 27-114,44 lb down and 23 lb up at 29-11-4,and 44 lb down and 23 lb up at 31-11-4,and 44 lb down and 23 lb up at 33-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(p1f) Vert 1-3=-64,3-8=-64,9-15=-20 Concentrated Loads(lb) Vert:5=-41 12=44(6)7=41 10=-44(8)6=41 18=45(8)19=-41 20=41 21=40 23=41 24=41 27=41 28=41 29=41 39441 31=41 32=41 33=-24(8)34=-27(B) 35=47(B)36=-44(B)37=-44(B)38=45(B)39=44(B)40=-44(B)41=44(B)42=44(B)43=-44(B)44=-44(B)45=44(B)46=44(B)47=44(B) • N AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not - a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual buss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSI/TP11 Quality Criteria,DSB49 and EICSI Building Component 250!Bug Circle Safety Information available horn Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job - Truss Truss Type Qty Ply David Weekley_7894A Roof K8040473 2306732 B01 GABLE 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11 05:36 2020 Page 1 I D:SgrxclaW EHKVCtJ_BVIJK1zhlDc-EN?9xBZzMAXBO5xFJPeeSei6HDb5Vre1 sh4j_6yvsWj i 0 9-0{ _- — 9-8-0 I 19-4-0 ...... 0-1 0-9-0 ........... 9-8-0 9-8-0 -9-0 30 = Scale=1:41.3 10 11 Sheet Back 9 Full Sheathing i/:/ 1 Ply 7/16"4x9 OSB 8.00 112 7 '�!/ 5 t1, f / -r 13 i %'' Sri , r rr .' ' /. .. 6 / - r ' !/%0 // '-. 14 m VI-: r 1 r �_.k' / 5 / �y//7i/ r. f it !/f .�,7 �15 lam,. ' !F/ ! ! 16 3x4 •, 4 ,� pia ] i7- % fv, �' �! .�� - 3x4 3 j/ %f !/. F i (. F / / jam/ 2 �' � '/ ! ` /� �, Y}� � t F /ram /i! !�// 18 si ! ! i� ,�t" //s j -,/r ff`:. fA //i "mot fi 1: fi ✓�. 'r ��11 / l 1� it. 1 �fa 'ri ;. % _/ tl /mil/l./% -fir/ �"� 3x4 II 31 30 29 28 27 26 25 24 23 22 21 20 30 II 1.......... 19-4-0 ____._...... .. ....._._.-..... 19-4-0 Plate Offsets(X,Y)-- [2:0-1-15,0-0E],LO_0-2-0,Edge],_j1_8:_0-1-15,0-0-6] _ 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 0.04 Vert(LL) -0.00 18 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 18 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 18 n/a n/a BCLL 0.0 ' Code IBC2018/TP12014 Matrix-S Weight:205 lb FT=20% BCDL 10,0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing. OTHERS 2x4 DF Std G SLIDER Left 2x4 DF Std-G 1-6-2,Right 2x4 DF Std-G 1-6-2 REACTIONS. All bearings 19-4-0. (Ib)- Max Horz 2=-139(LC 8) Max Uplift All uplift 100 lb or less at joint(s)2,27,28,29,30,31,24,23,22,21,20 Max Gray All reactions 250 lb or less at joint(s)2,18,26,27,28,29,30,31,25,24,23,22,21,20 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2ps1;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Corner(3E)-0-9-0 to 2-4-0,Exterior(2N)2-4-0 to 6-8-0,Comer(3R)6-8-0 to 12-8-0, Exterior(2N)12-8-0 to 17-0-0,Comer(3E)17-0-0 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)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 7.16;P1=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat 8;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. a 1 'c) PR Opp, 5)All plates are 2x4 MT20 unless otherwise indicated. .\ R .° N G�N� 6)Gable requires continuous bottom chord bearing. \ o 7)Gable studs spaced at 1-4-0 oc. .- 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE: 9)`This truss has been designed fora 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 p between the bottom 20 has be other members. Q 10)A plate rating reduction off 20%%has been applied for the green lumber members. r, --- `- 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,27,28,29,30, 31,24,23,22,21,20. Q Q 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANS/TPI y OREGON v./ 1. L,Odi�y14,20\DrP# MFRR1Lk- RENEWAL DATE: 12-31-2021 July 21,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEJ(REFERENCE PAGE MII-7473 rev.5/19/2020 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 ANSUTP11 quality Criteria,05B-89 and BCSI Building Component 25010rp cede Safety Information available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corone,CA 92880 Job Truss Truss Type Oty Ply David Weekley_7894A Roof K8040474 2306732 B02 COMMON GIRDER 1 „_- 2 Job Reference(optionall Builders FirstSource(Beaverton,OR) Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 27 11:05:39 2020 Page 1 I D:SgrxclaW E HKVCW_BvI JK1 zh I Dc-eyglZDcsf5wIFYgq?XBL4H KUARUci10TYfI N bRyvs Wg - 9- 4-1-9 7-1-9 9-8-0 12-2-7 15.2-7 194-0 05-0' 4-1-9 3-0-0 2-6-7 {._ 2-6-7 �._--3-00 ......._...__}..._..._-_.____.4-1-9 9x12 MT18HS II Scale=1:48.6 5 4)(6 % / 4x4 - 8.00 12 4 /� 6 5x16 �i /-� 5x16 Q '9 402 % 3 7 e- 4xe ig 7x14 MT18HS = 13 14 12 75 11 10 16 9 17 18 3x8 II 8x8 = 10x10 = 8x8 = Special 3x8 II 4x6 Special Special Special Special Special 4x8 7x14 MT18HS Special Special 4-1-9 7-1-9 9-8-0 12-2-7 _15-2-7 194-0 I 4-1-9 3-0-0 .___..{—.__2-6-7 1 24i-7 l - 3-0-0 4-19 __H Plate Offsets(XY)-- [2:0-4-15,0-0-0],[2:2-8-9,0-2-0],[2:0-1-5,0-0-14],[2:0-2-1,0-4-1],[3:0-6-6,0-2-8],[4:0-1-4,0-1-12],[6:0-0-8,0-1-8],[7:0-6-10,0-2-8],[8:Edge,0-1.12], ' — [8:0-9-14,0-5-8],[8:0-4_2,0-2-12],.[8_',2-4.9,0-7-B1,_L9:04-8,0-1-8],(10.03_9�0-0 8],-[11_0-5_O,0-4-12]112:0-3-9,0-4-12],[13:0-4-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP• I TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.14 12-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.61 Vert(CT) -0.27 12-13 >851 180 MT18HS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.10 8 n/a n/a BCLL 0.0 BCDL 10.0 " Code IBC2018/TP12014 Matrix-SH Weight:311 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G'Except" 5-11,6-10,4-12:2x4 OF No.1&Btr G SLIDER Left 2x8 DF No.2 4-6-3,Right 2x8 DF SS 4-6-3 REACTIONS. (size) 8=(0-5-8+bearing block) (req.0-5-12),2=0-5-8 Max Horz 2=137(LC 23) Max Uplift 8=-1035(LC 9),2=-1387(LC B) Max Gray 8=9726(LC 1),2=8957(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3-14203/2189,3-4=-11846/1627,4-5=-9502/1228,5-6=-9773/1259,6-7=-11586/1362, 7-8=-13686/1497 BOT CHORD 2-13=-1769/11196,12-13=-1769/11196,11.12=-1314/9822,10-11-1053/9593, 9-10=-1 146/10877,8-9=-1146/10877 WEBS 5-1 1=-1 31 3/10 330,6-11=-3362/334,6-10=-311/3962,7-10=-1819/196,7-9=-201/2830, 4-11=-4032/843,4-12=-910/4751,3-12=-1948/644,3-13=-816/3253 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: n(GQ PR OFF tS Top chords connected as follows:2x4-1 row at 0-4-0 oc. ` s Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. ��CJ LNG)NE., %O Webs connected as follows:2x4-1 row at 0-9-0 oc. .T ?i 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 Q� 9� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 89200PE 3)2x6 OF 2400F 2.0E bearing block 12"long atjt.8 attached to each face with 3 rows of 10d(0.131"x3")nails spaced 3"o.c.12 Total fasteners per block.User Defined Bearing crushing capacity=565psi. �/ 4)Wind:ASCE 7-16;VuH=120mph(3-second gust)Vasd=95mph;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 9 OREGON 4a 5)TCLL:ASCE 7-16;Pf=25.0 psi(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 G 4, NI"' 1IC 6)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs /O '9)�-[4 2� �PT non-concurrent with other live loads. 7)All plates are MT20 plates unless otherwise indicated. MFR R i L\' 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 will fit between the bottom chord and any other members. RENEWAL DATE: 12-31-2021 10)A plate rating reduction of 20%has been applied for the green lumber members. July 21,2020 ;.Ontinued an DROP 2 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCWDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. mu Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Adddonal temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the labncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPH Qualify Cdrnia,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job- Truss !Truss Type Oty Ply David Weekley_7894A Roof K8040474 2306732 B02 !COMMON GIRDER 1 2 Job Reference(optic nal8,_ -- -- -- _. --- — ---- -- — ----- Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue ue Jul Jul 21 11:05:39 2020 Page 2 ID:SgrxclaWEHKVCtJ BVIJK1zh1Dc-eyglZDcsf5wlFYgq?XBL4HKUARUciIOTYflNbRyvsWg NOTES- 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib)8=1035,2=1387. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2722 lb down and 766 lb up at 4-1-9,2381 lb down and 461 lb up at 6-0-12,2224 lb down and 207 lb up at 8-0-12,2559 lb down and 292 lb up at 10-0-12,2707 lb down and 224 lb up at 12-0-12,1480 lb down and 136 lb up at 13-11-4, and 1480 lb down and 136 lb up at 15-11-4,and 1480 lb down and 136 lb up at 17-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-64,5-8=-64,2-8=-20 Concentrated Loads(lb) Vert:11=-2559(F)10=-2707(F)13=2722(F)14=-2381(F)15=-2224(F)16=-1480(F)17=-1480(F)18=-1480(F) r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTekel connectors.This design is based only upon parameters shown,and Is bran individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 wilt possible personal injury and property damage, For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSLIPII Quality Criteria,DSB-89 and BCSI Building Component 250 IOug Circle Safery information available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf.MD 20601 Corona.CA 92880 rb Truss (Truss Type Qty Ply David Weekley_7894A Roof 06732 COI GABLE 1 1 K804047$ Job ReferenceeAoptional)__ Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tire Jul 21 11:05:41 2020 Page 1 ID:Sgrxda W EHKVCtJ_BvIJK1 zh IDc-bKo2_vd6BiATUsgC6yDp9iPv8EGbA57m?zn UfKyvsWe -9 4-9-8 6-0-0 __9.-7--0___...-.. 14 4-8 19-2-0 1 -11 9-0 4-9-8 1-2-8 I 3-7-0 - —__---- 4-9-8 i 4-9-8 -9-0 4x4 -- Scale=1:46.5 6 Op, Sheet Back 5 d 7 Right Option 6.2-0 s 1 Ply 7/16'449 OSB 8.00 112 3x8 -i /' fi' 9 34 9 4 /-/ 0. 9 • kAt- I .....-..,„'---'" .400,40 dig 0 I - ----2-- 4'14//0/ lief.° - pi , .„ 44,. ../ 0 0040';.• 11 3x4 i / 3x8 II / 711 12 I 3/ 3x6 I) 'y 2 !� 4,4 i,,,, ,10 3x6 II %, 1 iiii1 13 21 3x6 II 3x4 3x4 I 3x4 II 20 1918 17 18 15 448 -- F- 6-3-0 9-7-0 +_ 12-0-8 13-0-0i_ _. 1.9-2-0 __.. .......i 6-3-0 3-4-0 2-5-8 -114 6-2-0 Plate Offsets(X,Y)- (2:0-1-11 0-0-2] 113:0-9-4,0-1_8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (km) 1/defi Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 IC 0.23 Vert(LL) 0.03 21-28 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.07 21-28 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.10 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 ' Code IBC20181TP12014 Matrix-AS Weight:165 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G DOT CHORD Rigid ceiling directly applied. WEBS 2x6 DF No.2"Except" JOINTS 1 Brace at Jt(s):22 4-21:2x4 DF Std G OTHERS 2x4 DF Std G SLIDER Left 2x4 DF Std-G 1-11-12,Right 2x4 DF Std-G 1-5-4 REACTIONS. All bearings 7-1-8 except(jt=length)2=0-5-8,20=0-5-8. (Ib)- Max Horz 2=-138(LC 8) Max Uplift All uplift 100 lb or less at joint(s)2,18,17,16,15 except 19=-187(LC 10) Max Gray All reactions 250 lb or less at joint(s)13,19,18,17,16,15,13 except 2 n638(LC 1),20=289(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 24=-605/62,4-5=-251/80 BOT CHORD 2-21=45/523,20-21=-46/520,19.20=-46/520 WEBS 4-23=-456/137,22-23=-441/128,22-24=-434/122,24-25=-449/129,19-25=-479/140, 4-21=0/256 NOTES- p 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; C_cQ PRQL- MWFRS(envelope)gable end zone and C-C Exterior(2E)-0-9-0 to 2-3-0,Interior(1)2-3-0 to 6-3-14,Exterior(2R)6-3-14 to 12-7-0, �` C ss exposed;C-C for members and forces&MWFRS for reactioerior(2E)16-11-0 to ns shown;Lumber DOL=zone;cantilever left 1.60ght plate 1 gap DOL=d;end 1e6rtOlcal left and right ,,S LNG I N EF9 �09 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 ANSUTPI 1. 89200PE 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1 A0;Ct=1.10 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs . - non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. • 6)Gable studs spaced at 1-4-0 oc. 7 OREGON ((� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I... ,�Dr 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 /Q " V 1 4 2� A. r will fit between the bottom chord and any other members. ,1� � 9)A plate rating reduction of 20%has been applied for the green lumber members. "✓/`R R 1 L"' 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,18,17,16,15 except ljt=lb)19=187. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI RENEWAL DATE: 12-31-2021 1. July 21,2020 I':nntinirprt on nane 2 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev,5119/2020 BEFORE USE. El Design valid for use only with Wart connectors.This design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 end truss systems.see ANSI/rP11 quality Cater e,DSS-89 end SCSI Building Component 250 Klug Circle Solely tnfomtation available from Truss Plate Institute.2670 Crain Highway.Suite 203 Waldorf.MD 20601 Corona,CA 92880 Job • Truss Truss Type thy Ply David Weekley_7894A Roof K8040475 2306732 CO1 GABLE 1 1 Job Reference(optional) Builders FirstSource(Beaverton.OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:41 2020 Page 2 ID:SgrxctaWEHKVCIJ_BvIJK1 zhlDc-bKo2_vd6BiATUsgC6yDp9iPv8EGbA57m?znUfKyvsWe NOTES- 12)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. 1 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. ifge Design valid for use only with MiTekth connectors.This design is based only upon parameters shown,and is bran individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. Far general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Truss systems,see ANSUTPII Qualify Criteria,DSB-119 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type City Ply David Weekley_7894A Roof K8040476 2306732 CO2 COMMON GIRDER 1 2 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:43 2020 Page 1 ID:SgrxclaW EHKVCW_BvIJK1 zhIDc-XjwoPatMJKOBk9zbENGHE7VB82rIer23THGbkCyvsWc 49-8 9-7-0 144-8 19-2-0 ( —._._..._..a 9-8 I 4-9-8 F-...._..._......._.._..-...4 e 1 4-9-8 I 5x8 II Scale=1:44.3 3 iIJ> 8.00 r124x84yg 2-_ = a 15 16 8 17 18 7 19 20 6 21 22 G� x12 Special Special 3x8 II Special 10x10 = Special 3z8 II Special 8x12 J Special Special Special Special 4-9-8 9-7-0 14-4-8 19-2-0 4-9-8 4-9-8 4 ..__._.-.-_-._.__ I 9-8 4-9-8 Plate Offsets(X,Y)— (1:Edge,0-3-31,15:Edge,0-3-31,[6:0-4-12,0-1-8),,j8:0-4-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.13 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(CT) -0.30 7-8 >772 180 TCDL 7.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.07 5 n/a n/a BCLL 0.0 • Code IBC2018/TP12014 Matrix-MS - Weight:222 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4.1-11 oc pudins. BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G"Except" 3-7:2x4 DF No.1&Btr G WEDGE Left:2x8 SP No.2,Right:2x8 SP No.2 REACTIONS. (size) 1=0-5-8,5=0-5-8 Max Horz 1=-128(LC 4) Max Uplift 1=-623(LC 8),5=_644(LC 9) Max Gray 1=7350(LC 1),5=7582(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-10271/879 2-3=-7219/667,3-4=-7220/667,4-5=-10240/877 BOT CHORD 1-8=-758/8453,7-8=-758/8453,6-7=-673/8432,5-6=-673/8432 WEBS 3.7=-643/7590,4-7=-3043/364,4-6=-230/3197,2-7=-3070/366,2-8=-232/3238 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. A C D o❑OFc Webs connected as follows:2x4-1 row at 0-9-0 oc. tC`S^ r n l_ 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 '` tss ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 5 !NO I NEF 4O 3)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCOL=4.2psf;BCDL=B.0psf;h=25f;Cat.II;Exp B;Enclosed; c? i 9 2 ' MWFRS(envelope)gable end zone:cantilever left and right exposed;end vertical left and right exposed:Lumber DOL=1,60 plate � pf grip DOL=1.60 92 P 4)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 7OREGON 1(/� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ` it „1b 1=623,5=644. rib 14 2 6A 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. V`- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1480 lb down and 136 lb up at �FRR„` 1-9-4,1480 lb down and 136 lb up at 3-9-4,1480 lb down and 136 lb up at 5-9-4,1480 lb down and 136 lb up at 7-9-4,1480 lb down and 136 lb up at 9-9-4,1480 lb down and 136 lb up at 11-9-4,1480 lb down and 136 lb up at 13-9-4,and 1480 lb down and RENEWAL DAiE:12-31-2021 136 lb up at 15-9-4,and 1480 lb down and 136 lb up at 17-9-4 on bottom chord. The design/selection of such connection YYde�v��"ce{ii►(s)is the11responsibility of others. July 21,2020 1 L�AUII.P.���e.5lmwam A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. N Design valid for use only with MITek@1 connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into me overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTT 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 ANSUTP/1 Qualify Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf.MD 20601 Corona,CA 92880 Job Truss Truss Type ICity Ply David Weekley_7894A Root Job Reference(optional) K8040476 2306732 CO2 COMMON GIRDER 1 .. e_av-e_._._______. _v Builders FirstSource(Bnoq OR), Beaverton,OR-97005, 8240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:43 2020 Page 2 ID:SgrzclaWEHKVCtJ_BVIJK1zitIDc•XjwoPafMjKQBk9zbENGHE7VB82r1 er23THGbkCyvsWc LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,9-12=-20 Concentrated Loads(lb) • Vert:7=-1480(F)15=-1480(F)16=-1480(F)17=-1480(F)18=-1480(F)19=-1480(F)20=-1480(F)21=-1480(F)22=-1480(F) • WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 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 Welk' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding me fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSPfPf1 Quality Criteria,DSB•89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute.2670 Crain Highway.Suite 203 Waldorf.MD 20601 Corona,CA 12880 Job Truss Truss Type Qty Ply David Weekley_7894A Roof ' K8040477 2306732 001 GABLE 1 1 Job Referencejoptional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:44 2020 Page 1 ID:SgrxclaWEHKVCW_BvIJK1zhlDc-?vUecwg UdY2LJYnn4nWnK1TWSK_NTuCix08GfyvsWb 0-9-7 6-3-0 12-6-0 13.3-7 4x4 - Scale=1:28.9 7 Sheet Back Full Sheathing qry. 1 Ply 7/16"4x9 OSB 8 6 41 8.00 112 i't.. 5 O 9 /f - -//0 0 4‘,.. %max.".�j' j rI 4 ,, / ' /fj!i,j. / rr 10 3x4 i /' r/// ;:f i%. /P., � 3x4 �� 3 � is /:•/ij: j:'/,if 11 'i ! i///%/2 ,,,,,,, . A--// 4/0 �� G µ. t q I f f /< • a y�u /Jt ♦. .l °2 r /� 'Bi 1, ,E o 3x4 20 19 18 17 16 15 14 3x4 II ...... ____ ...._..._.-_...._ .. -,- 12-6 0 .. .. 12-6-0 ..._..._...__ _...... I Plate Offsets(X,Y)- [2:0-1-15,0-0-61,[12:0-1-15,0-0-6j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 12 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 12 n/r 120 TCDL 7.0 eri( ) BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-S Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.l&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G SLIDER Left 2x4 OF Std-G 1-6-2,Right 2x4 DF Std-G 1-6-2 REACTIONS. All bearings 12-6-0. (Ib)- Max Horz 2=-94(LC 8) Max Uplift All uplift 100 lb or less at joint(s)2,12,18,19,20,16.15,14 Max Gray All reactions 250 lb or less at joint(s)2,12,17,18,19,20,16,15,14 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=l2omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3E)-0-9-7 to 2-3-0,Exterior(2N)2-3-0 to 3-3-0,Corner(3R)3-3-0 to 9-3-0, Exterior(2N)9-3-0 to 10-3-0,Corner(3E)10-3-0 to 13-3-7 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry i Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �`-�eD PROF`SS non-concurrent with other live loads. 4. c- 1 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. C NG j N E4 ,9t: /Q� 7)Gable studs spaced at 1-4-0 oc. V' {G 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� '9` 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 89200PE will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. St 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,12,18,19,20. -' - �� - 16,15,14. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSUTPI 9 G OREGON �(/� 1. 'O4 � gy'14, 201 0- MFRRIOL 0 RENEWAL DATE: 12-31-2021 July 21,2020 1 I a WARNING-yerlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTekle connectors.This design is based only upon parameters shown,and Is for an individual building component notMI 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 andior chord members only.Additional temporary and 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 ANSITPII Quality Criteria,D5B-89 and RCS!Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job • Truss Truss Type City Ply David Weekley_7894A Roof K8040478 2306732 E01 GABLE 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11.05:45 2020 Page 1 ID:Sgrxcla WEHKVCIJ_BvIJKlzhlOc-T62ZgGgdFxgvzT7_LolIKYadVrg76wgMwblho5yvsWa -1-0-0 7-0-0 I-- 1-0-0------♦-- _--- _ 7-0-0 Scale=1:17.6 1 6 7 Sheet Front / Full Sheathing �/ - 1 Ply 7/16'4x9 OSB 5 /i 4.00 1,12 / -10 ' ///% • __..k ..,. :..... ul:.�Lu *?` . �e'�iVie •._ d02i e.�0ii.alca"!. 7,,.��g49.._. 11 10 9 B 3x4 = I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 1 ilk 90 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!nor YES WB 0.06 Horz(CT) -0.00 7 n/a n/a BCLL 0.0 ' Code IBC2018/TPI2014 Matrix-S Weight:48 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 OF Std G REACTIONS. All bearings 7-0-0. (lb)- Max Horz 2=69(LC 9) Max Uplift All uplift 100 lb or less at joint(s)7,8,2,9,10,11 Max Gray All reactions 250 lb or less at joint(s)7,8,2,9,10 except 11=319(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3E)-1-0-0 to 2-0-0,Exterior(2N)2-0-0 to 7-0-0 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)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs D non-concurrent with other live loads. ��� PROF 6)All plates are 2x4 MT20 unless otherwise indicated. mac•`_ Gj N� n .0 7)Gable requires continuous bottom chord bearing. \ F T �2 8)Gable studs spaced at 1-4-0 oc. -9 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 89200PE l 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. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,8,2,9,10,11. 13)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI Q Q 1. '7 OREGON ,`<v MFRRI0- RENEWAL DATE: 12-31-2021 July 21,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mll-7473 rev 5/19/2020 BEFORE USE. NI Design valid for use only with MiTek®connectors.ma design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual buss web and/or chord members only.Additional temporary and 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/TPH Quality Criteria,D58-59 and SCSI Building Component 250 RIu9 Circle Safely Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply David Weekley_7894A Roof , K8040479 2306732 E02 MONOPITCH 7 1 Job Reference joptional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:45 2020 Page 1 ID:SgrxclaWEHKVCD_BVIJK1zhlDc-T622gGgdFxgvzT7 LollKYaYyrcy6wjMwblho5yvsWa -1-0-0 7-0-0 1A-0 7A-0 546 Scale=1:19.3 3 4 4.002 � 11 2 " -: / - ■i 6 5 4x6 = 4x4 II I- 7-0-0 I 7-0-0 Plate Offsets(X,Y)-__f3:0-1-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (bc) I/deft Lid PLATES GRIP II TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.03 6-9 >999 240 MT20 220/195 l (Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.07 6-9 >999 180 TCDL 70 Rep Stress Ina YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code IBC2018iTP12014 Matrix-AS Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. • BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied. • WEBS 2x4 DF No.1&BtrG REACTIONS. (size) 6=Mechanical,2=0-5-8 Max Horz 2=86(LC 8) Max Uplift 6=-53(LC 12),2=-56(LC 8) Max Gray 6=422(LC 19),2=462(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-276/24,3-6=-284/160 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-0-0,Exterior(2E)4-0-0 to 7-0-0 zone; cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 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. D 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Gn�D PR OFF 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 ` tS will fit between the bottom chord and any other members. ,ICJ el' NEF9 /O 7)A plate rating reduction of 20%has been applied for the green lumber members. -7 �i 8)Refer to girder(s)for truss to truss connections. Q 9� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2. 89200PE 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 l sheetrock be applied directly to the bottom chord. Q �. yL ,OREGON �<v 'O 9Y14,2°1 P+ MFRRII-L 0 RENEWAL DATE: 12-31-2021 July 21,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.5/19/2020 BEFORE USE - Design valid for use only with MITek®connectors.This design is based only upon parameters shown,end is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall y� • building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI/TPI7 Quality Criteria,OSS-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.2670 Crain Highway.Suite 203 Welded,MO 26E01 Corona,CA 92880 Job Truss Truss Type Oty Ply David Weekley_7894A Roof K8040480 2306732 E03 MONOPITCH 10 1 Job Reference o tional LP -.)s----- 2.1-11: Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05'46 2020 Page 1 ID:SgrxclaWEHKVCtJ_BvIJK1 zhlDc-xlbxl chFOFombdiAvVp_s17dMFuYrNzV9FVFKXyvsWZ F..._..._.i a_-.-+-..__-_-... 6-1U-6 2x4 11 Scale=1:19.0 3 4 4.00 12 9 6 - N 7 2 c 1 r y 3x8 11 6 3x4 = 5 2x4 11 0Fz:g -10- -----I 0-Plate Offsets(XY)-- R:0-0-0,0-0-14J LOADING (psf) SPACING- 2-0-0 CSI DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.02 2-6 >999 240 MT20 2201195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.53 Vert(CT) -0.07 2-6 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-P Weight:31 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 DF Std-G REACTIONS. (size) 6=Mechanical,2=0-5-8 Max Horz 2=90(LC 9) Max Uplift 6=-91(LC 8),2=-118(LC 8) Max Gray 6=411(LC 19),2=-070(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-6=-342/209 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4,2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-0-0,Exterior(2E)4-0-0 to 7-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;porch 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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design. ��a n� ns 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 f QFe non-concurrent with other live loads. Cj GiNF 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `N F 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 (Li • will fit between the bottom chord and any other members. '9 7)A plate rating reduction of 20%has been applied for the green lumber members. 89200PE 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)6 except(jt=lb) ` 2=118. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 4,OREGON ,`L4� /O 4Y 14,20 P+ MERRII.L RENEWAL DATE: 12-31-2021 July 21,2020 __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.5/192020 BEFORE USE. ! �- NU Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,end is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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?P/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,2870 Crain Highway,Suite 203 Waldorf.MD 20601 Corona,CA 92880 Job Truss Truss Type dry Ply David Weekley_7894A Roof K8040481' 2306732 E04 GABLE 1 1 Job Reference(optional)__ Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:47 2020 Page 1 ID:SgrxclaW EHKVCtJ_BvIJK1 zhtDc-PU9JFyitnYwdCnH MTDKDPzftZfH4agDfOvEot_yvsWY 1_-____-1r0-0____-)__-- 6-10-8 __..._------I 1-0-0 6-10-8 Scale=1:18.6 3 4 Sheet Back ,Aim 1 Full Sheathing <' < J 1 Ply 7/16"4x9OSB f ;%, 4.00 12 �'' /ice%/iiv/r. / - 0 - - /of,/ pr 4 '9 // ,/,-,' /06 %/ / ' / Vil/ / / / i// 2 A '// '�i// // / / 4 a /� / //fix o I - ,- Yl�/„„ ' , 7. i f /„//,/„ , I' x , 6 u • 5 3x8 0f2. ._.___._....._..._..._..._.-_..-...-.._..-.-_..-.._.._.._...-.._.._.._.._.._..._..._..._.._..._..._.._610-._..._..._..._..._....__._-__.__..-_.__-.__......................._..._..._..._..._..._............{ Plate Offsets(XY)-- [2:0-0=8y0_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 0.49 Vert(LL) 0.06 6-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.38 Vert(CT) -0.11 6-15 >725 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.02 2 n/a n/a BCLL 0.0 ' Code IBC2O18/TP12014 Matrix-AS Weight:49 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 OF Std G OTHERS 2x4 DF Std G WEDGE Left:2x4 SP No.3 REACTIONS. (size) 6=Mechanical,2=0-5-8 Max Horz 2=89(LC 11) Max Uplift 6=-95(LC 8),2=-112(LC 8) Max Gray 6=428(LC 19),2=455(LC 19) FORCES.•(Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-6=-299/218 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=25f1;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3E)-1-0-0 to 2-0-0,Exterior(2N)2-0-0 to 4-0-0,Corner(3E)4-0-0 to 7-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;porch 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 D Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 0 PR OF 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 ���� �NG(N���,Pip2 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times fiat roof load of 25.0 psf on overhangs non-concurrent with other live loads. Q -9: 6)All plates are 2x4 MT20 unless otherwise indicated. 92�P 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psi 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 will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 9 OREGON 4/11)Refer to girder(s)for truss to truss connections. 1-, bt 1As 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except Qt=lb) /Q Al 1 4 2-° i- 2=112. /;Z:)P 13)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI illER R i Lk- 1. 14)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. RENEWAL DATE: 12-31-2021 July 21,2020 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. iMI 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 buss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the labrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,D88-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply David Weekley_7894A Roof K8040482 2306732 F01 GABLE 1 1 Job Reference(optional) Build .._cB-- Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:48 2020 Page 1 I D:Sgrxcla W E H KV CtJ_BvI JK1 ah l Dc-u hj h S lj VXs2 U q xsY OwrS zACzk3c3J H TocZ_LPQyvs W X -1-4-0 _ 6-10-Hill._-.._____..._._._..__.______-__ - ~ 1-4-0 6-10-8 Scale=1:17.6 3 4 Sheet Back Full Sheathing / i 1 Ply 7/16.4x9 OSB //' 4.00 '.,,12... i f/� ' /// " �j4$ // / . .-rtir"0:,///.>.//: /7 // .////0440 : ,:zzi'-..--r----:---%4-- ,- ",-/--,/// 4 / /// '0 , ,_,,,,,:„,,,,,,„„,, , .,7/w // <4 2 /' //,/6* / / / ! //7 /f / /1) < AIP / ! f. i . / /� fir/ / / 6 3x4 -- 5 ......."...". 6-10-8 { 1--.._._.._.__ .........._..._.... .......-.-._.- '_._._._... ...._..._..._..__ 6-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip IDOL 1.15 IC 0.78 Vert(LL) -0.02 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.40 Vert(CT) -0.07 2-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 ' Code IBC2018ITP12014 Matrix-P Weight:48 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G REACTIONS. (size) 6=Mechanical,2=0-3-8 Max Horz 2=92(LC 9) Max Uplift 6=-90(LC 8),2=-129(LC 8) Max Gray 6=413(LC 19),2=483(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-6=-343/176 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;Gable Roof;Common Truss;MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 4-0-0, Exterior(2E)4-0-0 to 7-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces 8 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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct-1.10 4)Unbalanced snow loads have been considered for this design. 4� De r 5)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs 4 �D r ROac n non-concurrent with other live loads. V 6)All plates are 2x4 MT20 unless otherwise indicated. � �NGtNEu r 41430 7)Gable studs spaced at 1-4-0 oc. (4 •7 ,� 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 89200PE• will fit between the bottom chord and any other members. • 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Refer to girder(s)for truss to truss connections. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)6 except(jt=1b) 2=129. 7 A_OREGON 441 ,._CC This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSVTPI 94- "7 �� /O 14 20 MrFRRIL3-�P RENEWAL DATE:12-31-2021 July 21,2020 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.sign Before use,the building designervt mks;verify Individual thv d truss siry f design parameters and Ay incorporate this designa into the toverall building design. Bracing indlwted is to prevent buckling or oWbt web and/or chord members only.Additional temporary and permanent bracing 1111110111 MIRO( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.Inf storage,delivery,erection and bracing of trusses 28 and truss systems.see ANS4Tp11 doaflly Criteria,DSa-09 and SCSI Building Component 250!Mug Circle Salary Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf.MD 20501 Corona,CA 92850 Job Truss Truss Type Oty Ply David Weekley_7894A Roof , 2306732 F02 MONOPITCH 3 1 K8040483 Job Reference(optional)_ Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, .......... 8.240 -- 9 2020 Reference Industries,Inc. Tue Jul 21 11:05:49 2020 Page 1 ID:Sgrxcla W EHKVCtJ_BvIJK1ahIDc-MtH3gej71AALS4RladNhUOk8TTwG2kjxrDjvxsyvsW W -1-4-0 6-10-8 -- 1-4-0 --"-( 6-10-8 2x4 II Scala=1:19.0 3 4 4.00 12 - W ] N 01 d ---- _-- 6 3x4 = 5 2x4 II I I 6-10-8 _.._..._..._..__ 6-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udefl Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.02 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.46 Vert(CT) -0.07 2-6 >999 180 TCDL 70 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 6 n/a fda BCLL 0.0 • Code IBC2018/TP12014 Matrix-P Weight:30 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 OF No.2 except end verticals. WEBS 2x4 OF Std G DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=Mechanical,2=0-3-8 Max Horz 2=92(LC 9) Max Uplift 6=-90(LC 8),2=-129(LC 8) Max Gray 6=413(LC 19),2=483(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-6=-343/207 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 4-0-0.Exterior(2E)4-0-0 to 7-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;porch 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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);1s=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;CI=1.10 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 psi bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Gn(Cp PR OFf S will fit between the bottom chord and any other members. ` s 7)A plate rating reduction of 20%has been applied for the green lumber members. �.. LNG I NE.k. /. 8)Refer to girder(s)for truss to truss connections. ‘'-19 �i 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) "9 2=129. 89200PE 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7 �OREGON a �4,- �D �Y14,2- b. MFRR 1l.L RENEWAL DATE: 12-31-2021 July 21,2020 A WARNING-Very design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIId4731ev.5/19/2020 BEFORE USE. .• Design valid tot use only with MTekW connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ly 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 ANSUTP/1 Quality Criteria,DSB-89 and SCSI Building Component 250 Mug Circle Safety Information available Iron Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf.MD 20601 Caroms,CA 92580 Job Truss Truss Type Oty Ply David Weekley_7894A Roof K8040484 2306732 F03 MONOPITCH 5 1 Job Reference(optional)_ Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:50 2020 Page 1 ID:Sgrxcla W EHKVCW_BvIJK1 zhIDc-g3rSt_k13TIC3E0x8Luw0bHDAsK5rWy54tTSUJyvsW V -1-4-0 5-10-8 2x4 I I Scale=1:17.2 3 4 4.00 12 .. 10 Jam' N O1 ii 6 5 3x6 = 2x4 II 5-10-8 5-10-5 LOADING (psf) SPACING- 2-0-0 CS!. DEFL. in (loc) lldefl Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) 0.03 6-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.05 6-9 >999 180 TCDL 7,0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code IBC2018/TP12014 Matrix-AS Weight.26 lb %FT=20 LUMBER. BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G REACTIONS. (size) 6=Mechanical,2=0-3-8 Max Horz 2=79(LC 11) Max Uplift 6=-78(LC 8),2=-114(LC.8) Max Gray 6=359(LC 19),2=472(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-6=-255/165 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=25ft;Cat.II:Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 3-0-0,Exterior(2E)3-0-0 to 6-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;porch 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 7-16;PI=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00:Ct=1.10 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 nonooncurrent with any other live loads. P R Ore-, 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 s will fit t between the bottom chord and any other members. G •9 0 7)A plate rating reduction of 20%has been applied for the green lumber members. \ (N� . QA. 8)Refer to girder(s)for truss to truss connections. -9 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 2=114. 89200PE 10)This truss Is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI / 1. adllP 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 1 sheetrock be applied directly to the bottom chord. Q CC yL diOREGON1tu �� /Q q 142p 0- MRR►L-- RENEWAL DATE: 12-31-2021 July 21,2020 t __ i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. - Design valid for use only with MiTekd connectors.This design is based only upon parameters shown.and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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,D5B-5a and RCS/Building Component 250 Mug Cede Safety Information available from Truss Plate Institute.2670 Crain Highway Suite 203 Waldorf.MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply David Weekley_7894A Roof K8040485 2306732 F04 GABLE 1 1 Job Reference So_ptionalL- ..,,...,._..._.,._._..._. Builders FlrstSoume(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc Tue Jul 21 11:05:50 2020 Page 1 ID:SgrxclaWEHKVCtJ_BvIJK1 zhl0c-g3rSt_k13TIC3E0x8Luw0bHQAsK5nAy54tTSUJyvsW V _ -1-4-0 5-10-8 2x4 II Scale=1:17.2 3 4 Sheet Front 1 Full Sheathing2x4 II / J , f' 1 Ply 7/16"4x9 OSB !///// 4.00 112 i, %", i ,r // /// 1/ / / (/-7////// / ' /7-,7f4/::-:--:r. / /' // / / . : / 7„,/.,(//..� fY . ../.. . r -5, mil_.=i.' =+ 2x4 II 2x4 II 6 ........,.:,i 5 3x6 -- 2x4 II ( -.. . .. ..-...-..-. 5-10-8 5-10-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip IDOL 1.15 TC 0.34 Vert(LL) -0.02 6-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.05 6-13 >999 180 TCDL 7.0 Rep Stress nor YES WB 0.00 Horz(CT) 0.01 2 nla n/a BCLL 0.0 ' Code IBC2018/TP12014 Matrix-AS Weight:39 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 OF No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Sid G OTHERS 2x4 DF Std G REACTIONS. (size) 6=Mechanical,2=0-3-8 Max Horz 2=79(LC 11) Max Uplift 6=-78(LC 8),2=-114(LC 8) Max Gray 6=359(LC 19),2=472(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-6=-255/131 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;Gable Roof;Common Truss;MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 3-0-0, Exterior(2E)3-0-0 to 6-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;porch 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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs .,9,0 PR oortss non-concurrent with other live loads_ 6)Gable studs spaced at 1-4-0 oc. Gj GI I N� / 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �? N �'7 ��i 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 '� "9` will fit between the bottom chord and any other members. 89200PE 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Refer to girder(s)for truss to truss connections. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 2=114. O Q 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI -yL OREGON ��(/ 1. 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 <O q '1 4 20� '�- sheetrock be applied directly 10 the bottom chord. e;.P ' RRILA- RENEWAL DATE: 12-31-2021 July 21,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 mv.5/19/2020 BEFORE USE. Mil Design valid for use only with MiTektg connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design info the overall building design.Bracing indicated is to prevent buckling of individual buss web and/or chord members only.Additional temporary and 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,088.69 and BCE!Building Component 250 Klug Circle Safely Information available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 'Truss -- •Job - • Truss Truss Type Oty Ply David Weekley_7894A Roof K8040486 2306732 JA01 JACK OPEN GIRDER 3 1 _ Job Reference(optional) Builders FirstSource(Beaverton.OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:52 2020 Page 1 I D:SgrxclaW EHKVCtJ_BvIJK1zhlDc-mSzClfm0b5YvJY9KFmwO60MrCg3FF4SOX8yZYByvsWf -0-9-0__ 1-4-10 /.-_.___......0.9-0 I 14-10 Scala=1:10.9 3 8.00 12 7 el i i 2 /' / / i / i ,n / a / a 4 Special 3x4 = 4-0-0 4-0-0 _.._.j 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 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress her NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 • Code IBC2018/1PI2014 Matrix-MP Weight:12 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-4-10 oc purlins. BOT CHORD 2x6 DF No.2 DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-5-8,4=Mechanical Max Horz 2=42(LC 26) Max Uplift 3=-16(LC 8),2-7(LC 8) Max Gray 3=50(LC 1),2=143(LC 1),4=72(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=25ft;Cal.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=l.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1-15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed fora 10.0 pst 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)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. 0cO PROFFS 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSITTPI �\J� �1.1G(N EF9 s/A. 1. 7 9 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)22 lb down and 15 lb up at Q' 89200PE 2-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12) 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 • Pr..• 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Q SC" Uniform Loads(plf) y �"OREGON <(/ Vert:1-3=-64,4-5=-20 4- +fit` A. ConcentVert:8=22(B)) /O M ' 14,20 �P*- RR10- RENEWAL DATE: 12-31-2021 July 21,2020 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. 14111 Design valid for use only with MiTekt connectors.Thy design is based only upon parameters shown,and is for an individual building component„not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into 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 ANSUTPI1 Quality Criteria,D58.89 and SCSI Building Component 25010ug Circle Information available front Truss Plate institute.2670 Crain Highway,Suite 203 Waldai.MD 20601 Corona,CA 92880 'Job Truss Truss Type Oty Ply David Weekley_7894A Roof K8040487 2306732 JA02 JACK-OPEN 3 1 Job Referenceloptional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:53 2020 Page 1 ID:Sgrxcla W EHKVCtJ_BVIJK1 zh IDc-EeWaV?neMOhmwikWpTRdeEv0i4PU_XiXmrh64dyvsWS -0-9-0 2-10-10 0-9-0 2-10-10 J�fM,1I� Scale:3/4-=1' 8.00 12 2 1 m 3x4 = 4-0-0 . . .-{ 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 4-7 >999 180 TCDL 70 Rep Stress her YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC20181TP12014 Matrix-MP Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc puriins. BOT CHORD 2x6 OF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-5-8,4=Mechanical Max Horz 2=72(LC 10) Max Uplift 3=-40(LC 10),2=-4(LC 10) Max Gray 3=74(LC 18),2=187(LC 1),4=75(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=l2omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; ' MWFRS(envelope)gable end zone and C-C Exterlor(2E)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 7-16;Pf=25.0 psi(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 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)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. c PR [� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. �G��O OFc iSs 10)1 This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI J ` NC?)N F�n j,� 89200PE 74. 40,0REGONtx f /O -4y14, 2Q;\ P+ MFRRI�L c RENEWAL DATE: 12-31-2021 July 21,2020 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors,This design is based only upon parameters shown,and is bran individual bidding component.not11111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual buns web and/or chord members only.Additional temporary and permanent bracing Milek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSVIpi1 Reality Criteria,OS13-69 and SCSI Building Component 250 Klug Circle Safety Information available from Tens Plate Institute.2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job • Truss Truss Type Qty Ply David Weekley 7894A Roof K8040488 L2306732 JA03 JACK-OPEN 3 1 Job Reference(optional) - Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MITek Industries,Inc. Tue Jul 21 11:05:53 2020 Page 1 ID:SgrxclaWEHKVCW_BvIJK1 zhlDc-EeWaV?neMOhmwikWpTRdeEv_a4Oq-XlXmrh64dyvsWS 0-9-0 4-0-0 4 _to, 1-- -1-----__._._._.._..._._._......_..___ d 0-9-0 4-0-0 4-10 I Scale=1.20.9 I 3 • • Id 8.00 12 r77:777- r rA //2 R - a 1 i 3x4 = 4 4-0-0 l.____-_- 4-0-0 Plate Offsets(X.Y)-- (2:0-0-0,0.0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) 0.01 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.10 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 • Code 1BC2018/TP12014 Matrix-AS Weight:17 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&BV G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical,2=0-5-8,4=Mechanical Max Horz 2=103(LC 10) Max Uplift 3=-62(LC 10),2=-3(LC 10) Max Gray 3=109(LC 1),2=227(LC 1),4=81(LC 3) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1,80 plate grip DOL=1.60 2)TCLL:ASCE 7-16;P1=25.0 psi(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 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)A plate rating reduction of 20%has been applied for the green lumber members. �nc D PR D OF�s 7)Refer to girder(s)for truss to truss connections. L R 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)3,2. \5 NG(NE�CL� "0y 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIiTPI �� "7 1. 89200PE 9C 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. 7 �OREGON ,_Cr4 /O gY14,213 Q4 MR FR11_ - 0 RENEWAL DATE:12-31-2021 • July 21,2020 mime AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mi1-7473 rev.5/19/2020 BEFORE USE. la Design valid for use only with MiTekd/connectors.This design is based only upon parameters shown,and a for an individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only,Additional temporary and permanent bracing �i�iiiTeTiTwwwQQQ , is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSUIPI1 Quality Criteria.DSB-89 and SCSI Balding Component 250 Wug Circle Safety Information available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 -- 'Job iTruss Truss Type Qty Ply IDavid Weekley_7894A Roof 2306732 JA04 JACK-OPEN 3 1 L _ Job Referencesoptional)_ K8940488 Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MITek Industries,Inc. Tue Jul 21 11:05:54 2020 Page 1 ID:SgrxdaWEHKVCW_BvIJK1 zhlDc-ig4yjLnG7ipdYsJiNBysBRSAVUkCjyg?VRgd4yvsWR -0-9-0 4-0-0 5-10-10 p;9_ __f..._.._..._..._-....._.-_.._.._-__--4�-0-0 1 1-10-10 Scale=126.1 4 to 8.00 12 3 i % '7 sr v 5 3x4 = 1........_.-_- 4-0-0 1 4-0-0 Plate Offsets(X,Y)-- [2:0-0-0,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP • TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) 0.01 5-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(CT) -0.01 5-8 >999 180 TCDL 7.0 Rep Stress!nor YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 ' Code IBC2018/TP12014 Matrix-AS Weight:20 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings Mechanical except(t=length)2=0-5-8,5=Mechanical,3=0-3-2. (Ib)- Max Horz 2=135(LC 10) Max Uplift All uplift 100 lb or less at joints)4,3 Max Gray All reactions 250 lb or less at joint(s)4,2,5,3 FORCES. (Ib)-Max.Comp./Max.Ten,-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 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)A plate rating reduction of 20%has been applied for the green lumber members. G [� 7)Refer to girder(s)for truss to truss connections. '� O PR OFc 8)Refer to girder(s)for truss to truss connections. tS 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. ICJ N sG 1 NFF /O 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. '9 ?i 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI • 9 1. 89200PE 12)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. L/ 40REGON Q O 14, 2 + MFR R IIA- RENEWAL DATE: 12-31-2021 July 21,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.811912020 BEFORE USE. Design valid for use only wiel MiTekth connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall • building design. Bracing indicated is to prevent buckling of individual buss web and/or chord members only.Additional temporary and 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 ANS4TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute.2670 Crain Highway.Suite 203 Waldorf,MD 20801 Corona,CA 92880 Job • [Truss Truss Type Qty Ply David Weekley 7894A Roof K8040490 2306732 [Truss JACK-OPEN 3 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:55 2020 Page 1 ID:SgrxclaWEHKVCt.1 BvIJKI zh IDc-A1eLwhouuoxUA?uvxuT5jf_KFt3RSRCgD9AD9WyvsWQ 0-9-0 4-0-0 74-10 1.0.9.0 4-0-0 ----+ 34-10 -{ Scale=1:31.2 5 I8 4 '8.00[12 - • 7 7 r 10 . J' 1 L/ 6 3x4 = l 4-D'U ... ___ 4-0.0 _Plate Offsets(X,Y) [2_0-0-0,0-0-61 __ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25-0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) 0.01 6-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(CT) -0.01 6-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 • Code IBC2018/TPI2014 Matrix-AS Weight:22 lb FT=20% BCDL 10.0 11 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 OF No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,6=Mechanical,3=0-3-2,4=0-1-8. (lb)- Max Horz 2=158(LC 10) Max Uplift All uplift 100 lb or less at joint(s)5,6,3,4 - - Max Gray All reactions 250 lb or less at joint(s)5,2,6,3,4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-18;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.apsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Extedor(2E)-0-9-0 to 2.3.0,Interior(1)2-3-0 to 3-0-15,Exterior(2R)3-0-15 to 7-3-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 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)A plate rating reduction of 20%has been applied for the green lumber members. ���p PR OFFS 7)Refer to girder(s)for truss to truss connections. �� 5 �'N n �'� 8)Refer to girder(s)for truss to truss connections. \ N F Q 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. .� 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6,3,4. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. Q 89200PE 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI / 1. 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. 1 Q' 7 OREGON 4i /40 4Y 14 2°1 P MRR10- • • RENEWAL DATE:12-31-2021 July 21,2020 NH A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. " Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design-Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing mrrek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSL?P11 quality Criteria,OSe-99 and BCS&Bulging Component 250104 Circle I Safety information available from Truss Plate Institute,2070 Cain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply David Weekley_7894A Roof K8040491 2306732 JA08 JACK-OPEN 3 1 Job Reference(optional) I Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:55 2020 Page 1 ID:SgrxclaWEHKVCtJ_BvIJK1 zh10c-A1 eLwhouu0xUA?uvxuT5jfJ6t3OSRCgD9AD9WyvsWO 0 9-0 4-0-0 8-10-10 ___ _ 9-0 F_._ 4_0-0 I 4-10-10 _.__..._..._..._.......I Scale=1:36.3 5 8.00 12 4 /� -- 1. 11,....---,--- - m tO 10/� f 2 1 ' 6 I 3x4 = 4-0-0 4-0-0 Plate Offsets(X.Y)-- [2:0-0-0,_0-0-8]...,._._. LOLDING (Pst) L 250TC SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.13 Vert(LL) 0.01 6-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.10 Vert(CT) -0,01 6-9 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC20181TPI2014 Matrix-MP Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. SOT CHORD 2x6 DF No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,6=Mechanical,3=0-3-2,4=0-1-8. (lb)- Max Horz 2=180(LC 10) Max Uplift All uplift 100 lb or less at joint(s)5,6,3,4 Max Gray All reactions 250 lb or less at joint(s)5,2,6,3,4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-0-9-0 to 2-3-0,Interior(1)2-3-0 to 4-6-15.Exterior(2R)4-6-15 to 8-9-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16:Pf=25.0 psf(Lum DOL=1,15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psi 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. G2G c� 6)A plate rating reduction of 20%has been applied for the green lumber members. �t+``LD PR OFFss 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. Cj tj I NE n 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. � �N E'7 ��i 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)5,6,3,4. Q. '9` 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. '9200P 12)This truss is designed in accordance wfth the 2018 Intemattonal Building Code section 2306.1 and referenced standard ANSItTPI 1. 9 �OREGON tk ��2 <O gy14,23\ P.' MFRRIL - 0 RENEWAL DATE: 12-31-2021 July 21,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. i Design valid for use only with MiTekO connectors.This design Is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/7P11 Qualify Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available torn Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 I Corona,CA 92880 Job . Truss Truss Type City Ply David Weekley_7894A Roof K8040492 2306732 JA07 JACK-OPEN 4 1 Job Reference ioptional;____ Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.740 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 t 1:05:56 2020 Page 1 ID:Sgrxcla WEN KVCtJ_BvIJK1 zh IDc-f DCj81 pWfJ3Ln9T5Uc1KGsXUGHPgBuRzSownhyyvsW P 9-0I—_ 4-0-0 I 10-4-10 I 9.0 4-0-0 6-4-10 Scale=1:41.4 5 6 =� Io t -� 8.00 Fir %% r j i/ M ti 11�' —7-- 2 7 3x4 = 4-0-0 4-0-0 Plate Offsetsi,Y)-- 12:0-0-0,0-0-61_,—_ _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.01 7-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(CT) -0.01 7-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 6 n/a n/a BCLL 0.0 • Code IBC2018/TPI2014 Matrix-AS Weight:27 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DE No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 OF No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings 0-1-8 except(jt=length)6=Mechanical,2=0-5-8,7=Mechanical,3=0-3-2- (Ib)- Max Horz 2=202(LC 10) Max Uplift All uplift 100 lb or less at joint(s)6,7,3,4.5 Max Gray All reactions 250 lb or less at joint(s)6,2,7,3,4,5 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-274/148 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCOL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-0-9-0 to 2-3-0,Interior(1)2-3-0 to 6-0-12.Exterior(2R)6-0-12 to 10-3-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times fiat 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 CG [� will fit between the bottom chord and any other members. `�`D PROF`S 6)A plate rating reduction of 20%has been applied for the green lumber members. �� G'N f n s9 7)Refer to girder(s)for truss to truss connections. \ N F 7 Q3 8)Refer to girder(s)for truss to truss connections. -9 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7,3,4.5. 89200PE 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI �.I' 1. .- 0' 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 112"gypsum Q Q sheetrock be applied directly to the bottom chord. "y OREGONIx I!/ L/61'4y14,2-°\ #�t MRR10- RENEWAL DATE: 12-31-2021 July 21,2020 _ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTeka3 connectors.This design is based only upon parameters shown,and is for an individual building component.not e a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ;} building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.AddNonal temporary and permanent bracing MI Iek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardng the fabrication,storage,delivery,erection and bracing of trusses and buss systems.see AN51?PH Quality Criteria,DSB49 and SCSI Building Component 250 Etug Clyde Safely Informaabn available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job _._.._.. QtyPlyWeekley_ J Truss Truss Type David 7894A Roof „ K8040493 ,2306732 JAGS JACK OPEN 4 1 Job Reference(optionalL__- Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11:05:57 2020 Page 1 ID:SgrxclaWEHKVCW BVIJK1zhlDc-7Pm5LNg8OdBCPJ2H2JWZp44fmhluwLh7hsfKDPyvsWO - -9-0 4-0-0 11-10-10 b-9-0�_ 4-0-0 I 7-10-10 { Scale=1:46.6 6 ,� la '� / 8.00 12 12// 4 �j 11 /% 27( // 1 I__......._.__._ d 7 3x4 = 4-0-0 4-0-0 Plate Offsets Q Y) [2:0-0-QO-0- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.01 7-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(CT) -0.01 7-10 >999 180 • TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 6 rua n/a BCLL 0.0 ' Code IBC2018/rP12014 Matrix-AS Weight:30 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. SOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings 0-1-8 except Qt=length)6=Mechanical,2=0-5-8,7=Mechanical,3=0-3-2. (Ib)- Max Horz 2=223(LC 10) • Max Uplift All uplift 100 lb or less at joint(s)6,7,3,4,5 Max Gray All reactions 250 lb or less at joint(s)6,2,7,3,4,5 • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-319/174 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cal.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-0-9-0 to 2-3-0,Interior(1)2-3-0 to 7-6-15,Exterior(2R)7-6-15 to 11.9.14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 limes Bat roof load of 25.0 psf on overhangs I non-concurrent with other live loads. 4)This truss has been designed fore 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. �EQ PR Oren6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. �Cj LNG(N��� S�O2 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. �. -91' 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joInt(s)6,7,3,4,5. 89200PE: 11)Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s)3,4,5. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSITTPl �j� 1. r , �� 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. '7 �OREGON Ix A. ‹O 4)'14,2131 P+ ill FRR10- 42. RENEWAL DATE: 12-31-2021 July 21,2020 A WARNING-Verify desigr parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev,5/19/2020 BEFORE USE. Design valid for use only with MITekek connectors.This design is based only upon parameters shown,and is for an individual building component.not1/111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling or Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'is ahvaya 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 ANSUTPI7 Quality Criteria,DSB-69 and SCSI Building Component 250 Klug Circle Safely Inronnadon available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job [Truss Truss Type Qty Ply David Weekley_7894A Roof K8040494 2306732 JA09 JACK-OPEN 2 1 Job Referenceioptionalll Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries.Inc. Tue Jul 21 11:05:58 2020 Page 1 ID:SgrxclaWEHKVCW_BvIJK1 zhlDc-bcKTYjgmBxJ31TdTc01 oLHcgW552foxGw6PtmryvsWN - _<yp 4-0-0 .__-.--.__13+1_1_._..___ ..._.-_—_ -9 0t— 40_0__.._...-.._.�...._.._.__—_ 9-4 1 U 9 I Scale=1:51 5 6 Io 5 ', 8.00 112 12�j1 /j, • 4 /: ,1- ;b • --Wig'' j, w 3 // %'1 11 %j' g B • 7 • 3x4 = l.._... _4-0-0 Plate Offsets(X,Y)-- 12:0.0-0,0-0-6) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.01 7-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.10 Vert(CT) -0.01 7-10 >999 180 TCDL 7.0 Rep Stress Inv YES WB 0.00 Horz(CT) -0.01 6 n/a n/a BCLL 0.0 ' Code IBC2018/TP12014 Matrix-AS Weight:32 lb FT=20% BCD_ 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings 0-1-8 except(jt=length)6=Mechanical,2=0_5-8,7=Mechanical,3=0-3-2. (Ib)- Max Horz 2=244(LC 10) Max Uplift All uplift 100 lb or less at joint(s)6,7,3,4,5 Max Gray All reactions 250 lb or less at joint(s)6,2,7,3,4,5 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-362/199,3-4=-275/148 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCOL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-0-9-0 to 2-3-0,Interior(1)2-3-0 to 9-0-6,Exterior(2R)9-0-6 to 13-3-5 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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times at 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 an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �9,0 PR OPeo 6)A plate rating reduction of 20%has been applied for the green lumber members. ��\� �NG'NE�9 .(1 7)Refer to girder(s)for truss to truss connections. 2 8)Refer to girder(s)for truss to truss connections. .y 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7,3,4,5. 9200P 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSUTPI 1. I • 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 Q sheetrock be applied directly to the bottom chord. "yam �OREGON b. ��i /O 4V14,2a P+ illRR►0- RENEWAL DATE: 12-31-2021 July 21,2020 __ A WARNING-Verity design parameters and READ NOTES ON THIS AND INCIUDEO MITEK REFERENCE PAGE MII-7473 rev.519/2020 BEFORE USE. M� Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 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 or trusses and buss systarns.see ANSYTPII quaIlly Ctlter/a,DSB-89 end BCS/Betiding Component 250 Krug Circle Safety Information available from Truss Plate Institute.2670 Crain Highway,Suite 203 WaldoH,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply David Weekley_7894A Roof , K80404955 2306732 JAW Jack-Open 6 1 Job Reference option)j Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Jul 21 11;05:59 2020 Page 1 ID:SgrxclaWEHKVCtJ_BvIJK1zhlDc-3ourm3rPyERwedCgAkY1uV9? VRNOFBQ8m8RIHyvsWM i0-9-01 4-00 1 __..._..._..._____.9-T4_ ___._..._..._._I _ 0-9-0 4-0-0 5-7-4 Scale=1:38.8 5 %� Io B.00 Fir 4 j 11 -- �4 re 3 m 4 AO r 10 _- 6 3x4 = I 4-0-0 I 4-0-0 Plate Offsets(X,Y)— [2:0-0-0,0-0-61 LTCLL O DING (psf) 250 SPACING- 2-0-0 CSI. DEFL. in (loc) I/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 0.09 Vert(CT) -0.01 6-9 >999 180 BCLL 0.0 ' Rep Stress InaYES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-AS Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,6=Mechanical,3=0-3-2.4=0-1-8. (lb)- Max Harz 2=190(LC 10) Max Uplift All uplift 100 lb or less at joint(s)5,6,3,4 Max Gray All reactions 250 lb or less at joint(s)5.2,6,3,4 FORCES. (Ib)-Max.Comp./Max.Ten,-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-251/134 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone end C-C Exterior(2E)-0-9-0 to 2-3-0,Intedor(1)2-3-0 to 5-3-9,Exterior(2R)5-3-9 to 9-6-8 zone; cantilever left and tight 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 I 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;CI=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs i 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. �"�v0 PR UFF 6)A plate rating reduction of 20%has been applied for the green lumber members. 4 ts' 7)Refer to girder(s)for truss to truss connections. Cj NG I N.F S/O- 8)Refer to girder(s)for truss to truss connections. •T 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. -9 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6,3,4. 89200PE f 11)2 Beveledis is plate sr shimd rin cor o pewith fulle bearing018In surface wInternational th iusn chord at joint(s)3,4. 440111 � �� 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard AN51lTPI 1, 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 fa �. sheetrock be applied directly to the bottom chord. yG 4fOREGON �� <O 9)/14,V\ 0- 111FRRILA- Q' RENEWAL DATE: 12-31-2021 July 21,2020 WARNING-Wirth,design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. N. Design valid for use only with MiTekw connectors.This design is based only upon parameters shown,end Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters end properly Incorporate this design into 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 properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSVTP11 Quality Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safey Information available from Truss Plate Institute,2670 Crain Highway,Stile 203 Waldorf,MD 20601 Corona,CA 92880 ..............._.__. Job 4 4. Truss Truss Type ' Oty Ply David Weekley 7894A Roof K8040496 2306732 SA01 JACK-OPEN 3 1 Job Reference(optional).,. Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc Tue Jul 21 11 06:01 2020 Page 1 ID:Sgrxcla WEHKVCW_BVIJK1zhlDc-?B?cBktfUsheuxL2H9aVzwEMb18os9hic4dXMAyvsW K I- -1-0-0 I 2-0-0 ... . .. . ..... 2-7-6 - 1-0-0 2-0-0 0-7-6 Scale=1:12.8 3 6.00 12 - n 2 '4 I j 1 l 4 4 4 3s4 = 2-0-0 I 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.07 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 2 Ma Ma BCDL 10.0 Code IBC2018/TPI2014 Matrix-MP Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-5-8,4=Mechanical Max Horz 2=53(LC 12) Max Uplift 3=-29(LC 12),2=-22(LC 12),4=-2(LC 12) Max Gray 3=92(LC 19),2=259(LC 19),4=41(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. '`���D PR aces 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)3,2,4. �'J LNG(NEF9 0O 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSi/TPI �w 17 24 1. Q 89200PE r y OREGON a killCt- L/0 4 V 14,2°1 0- 41RRII.\- 0 RENEWAL DATE: 12-31-2021 July 21,2020 __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MI1-7473 rev.51192020 BEFORE USE. -- Design valid for use only with MlTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into 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.erector and bracing of trusses and truss systems.see ANSIIWI1 Quality Criteria,DS8.89 and SCSI Building Component 260 Klug Circe Safety Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 . Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4" Center plate on joint unless x,y I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I (Drawings not to scale) Damage or Personal Injury rantDimensionsare in ft-in-sixteenths. 1. Additional stability bracing for truss system.e.g. lelk Apply plates to both sides of truss 1 2 3 diagonal or X-bracing,is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 0-11 T16 \ bracing may should be ce onside or red.rnative Tor I -r Q 3. Never exceed the design loading shown and never = O stack materials on inadequately braced trusses. O Ai a 4. Provide copies of this truss design to the building F designer,erection supervisor,property owner and For 4 x 2 orientation, locate G7-8 C6-7 Cs-s OF all other interested parties. plates 0- Y+e"from outside BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20l20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber NUMBERS/LETTERS. shall not exceed 19%at time of fabrication. software or upon request. 9. Unless expressly noted,this design is not applicable for PRODUCT CODE APPROVALS use with fire retardant,preservative treated,or green lumber. PLATE SIZE ICC-ES Reports: 10.Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator.General practice is to 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 camber for dead load deflection. to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 11.Plate type,size,orientation and location dimensions the length parallel to slots. 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 specified. P Trusses are desi ned for wind loads in the of theIndicated by symbol shown and/or g plane13.Top chords must be sheathed or puffins provided at by text in the bracing section of the truss unless otherwise shown. spacing indicated on design. output. Use T or I bracing 14.Bottom chords require lateral bracing at 10 ft.spacing, if indicated. Lumber design values are in accordance with ANSIJTPI 1 or less,if no ceiling is installed,unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings approval of an engineer. (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved 16.Do not cut or alter truss member or plate without prior ■=■ reaction section indicates joint 17.Install and load vertically unless indicated otherwise. Imimall number where bearings occur. Mille 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone ANSI/TPI1: National Design Specification for Metali snot sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. 20.Design assumes manufacture in accordance with SCSI: BuildingComponent SafetyInformation, ANSI/TPI 1 Qualil Criteria. Guide to Good Fi1 iTe k Good Practice for 21.The design does not take into account any dynamic Installing&Bracing of Metal Plate or other loads other than those expressly staled. '' Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.5/19/2020