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Plans t\c-vs-c- (1)\-\_ czL‘cc.A. mit j 1t3\\` `A, C\^\cv--NOWZL MiTe )LL ZUll 9 �1 y ♦ ,!'J "`, 7r7 , MiTek USA, Inc. y;lx Vr',� 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 20307 20307 WESTWOOD HOMES-LOT 2 MARIGOLD The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K3929337 thru K3929352 My license renewal date for the state of Oregon is December 31,2019. 'S • cOPRQFk• �CI 4NGINE�c4) (3 ' 89200PE 9r 9 4i OREGON <O Al ' 14 20 -- FRRIL\- / v31-�0'f9�`' L "� November 16,2017 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/I-PI-1, Chapter 2. MiTek® MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 20307 20307 WESTWOOD HOMES-LOT 2 MARIGOLD The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K3929337 thru K3929352 My license renewal date for the state of Washington is May 16,2019. .01tRILL a4) ov zr di. r /151398 4 %��otsOvc,v--- A" .44*`. r%' • • November 16,2017 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/I-PI-1, Chapter 2. ' Job Truss Truss Type Qty Ply 20307 WESTWOOD HOMES-LOT 2 MARIGOLD K3929337 20307 A01 FINK 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 16 10:15:59 2017 Page 1 ID:gRSgLTZtFvY71QtuOTydLwylerF-OppXsUIHL317nERrELXMpsmr nVhBP?IPG?rZNyleD_ 11-0-01 15-0-0 15 19-10-3 1 24-7-13 30-0-0 31-0-01 1-0-0 15-0-0 04s 4-9-11 4-9-11 5-4-3 1-0-0 4x4 = Scale=1:54.7 13 12 14 4611 15 10 42 3x8 16 6.00 112 943 1 8 - 35 — 7 • 31 - • :G 6 - 32 3x6 17 5 30 r%% 3x6 II 4 33 44 3 45 • 34 — 3x6 11 2 3x8 11 18 "p ® 1 _f e g ® 3x6141 'IAA II ori 19 0 It Ak./../b.A.••••.••A.• A. 4 22 21 20 =' 3x4 = 29 28 27 26 25 24 23 3x4 = 3x4 = 3x4 = 3x4= 3x4 = 1 16-7-11 1 23-0-10 1 30-0-0 1 16-7-11 6-4-14 6-11-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.05 20-41 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.10 20-41 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.24 Horz(CT) -0.03 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:193 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* JOINTS 1 Brace at Jt(s):30,31 16-23:2x6 DF 1800E 2.1E ��,�0 PROF�s REACTIONS. All bearings 10-3-8 except(jt=length)18=0-5-8. �� !__``GINE cSj (Ib)- Max Hoa 18=155(LC 14) �(. V`_ Fig qt, Max Uplift All uplift 100 lb or less at joint(s)25,26,27,28,29 except 23=-163(LC 15),24=-140(LC 5), 18=-232(LC 15) �- 89200PE 9r' Max Gray All reactions 250 lb or less at joint(s)2,25,26,27,28,29,2 except 23=1136(LC 1),18=1083(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 16-17=-1591/348,17-18=-1767/351 BOT CHORD 21-23=208/1352,20-21=-191/1066,18-20=-381/1537 -yG •OREGON lw WEBS 23-34=1476/363,33-34=-1467/354,30-33=-1449/341,30-32=-1434/331, /0 y 4 2°� 31-32=1391/338,31-35=-1329/312,16-35=1286/298,17-20=-361/220,16-20=136/537, L. 16-21=0/398,9-23=-302/117 MqFR R 10- ��^ NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed; EXPIRES: 12-31-2019 MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 15-0-0,Exterior(2)15-0-0 to 18-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs .h L b.q� non-concurrent with other live loads. 4S9F WAS `7- 5)All plates are 1.5x4 MT20 unless otherwise indicated. O l� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ CO 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 �I4 ► •,t4!:"t�!�z will fit between the bottom chord and any other members. Olim'` _: '' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)25,26,27,28,29 \ except(jt=lb)23=163,24=140,18=232. 1( 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Att51398 kj� sheetrock be applied directly to the bottom chord. p4it 'CISTER. �sSIONAL i November 16,2017 4 4 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M1-7473 rev.10/03/2015 BEFORE USE NI. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek+ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20307 WESTWOOD HOMES-LOT 2 MARIGOLD K3929338 20307 A02 Common 19 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 16 10:16:00 2017 Page 1 ID:gRSgLTZtFvY71QtuOTydLwylerF-s?Nv4gJw6N9_POO2 n22bL4lwi BIQwpIRdwIO4pyleCz 11-0-0I 7-9-415-0-0 15-0-0 22-2-12 30-0-0 31-0- 0i 1-0-0 7-9-4 7-2-12 7-2-12 7-9-4 1-0-0 4x6 = Scale=1:51.3 4 19 20 6.00 12 18 21 1.5x4 \\ 1.5x4 // M 3 5 0 r / 6 17 22 2 J El iei ri v 7 I{ 10 9 23 24 8 3x4= 3x4 = 3x4 = 3x6= 3x6= I 10-2-3 I 19-9-13 I 30-0-0 10-2-3 9-7-11 10-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.31 8-10 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.60 Vert(CT) -0.42 8-10 >863 180 TCDL 7.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.07 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:125 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 2=1484/0-5-8,6=1484/0-5-8 (RED PROFFs Max Horz 2=-155(LC 15) '� s Max Uplift 2=-306(LC 14),6=-306(LC 15) �," �NGINEF9 '02 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 89200PE 9 TOP CHORD 2-3=-2485/485,34=2212/484,4-5=-2212/484,5-6=-2485/485 BOT CHORD 2-10=-473/2162,8-10=171/1419,6-8=-330/2162 WEBS 4-8=-215/900,5-8=-647/345,4-10=-215/900,3-10=-647/345 NOTES- O Cr 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; "94240-.74Y ,, OREGON x4./MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 15-0-0,Exterior(2)15-0-0 to 18-0-0 zone; /Q '9Y 14 9.°\ j^ cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; AI Lumber DOL=1.60 plate grip DOL=1.60 M,~CR R IL'- 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs EXPIRES: 12-31-2019 non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=306,6=306. 10.BRILL 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 44) WAS $1, sheetrock be applied directly to the bottom chord. Otf-W ��, /I(-�,. CSO , 16, 4.,5139 w� .,{, CISTBR mss"'OVAL G November 16,2017 t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE ANI-7473 rev.10/03/2015 BEFORE USE mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job , Truss Truss Type Qty Ply 20307 WESTWOOD HOMES-LOT 2 MARIGOLD 20307 A02-D1 COMMON 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005,d 8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Nov 16 14:39:38 2017 Page 1 I D:gRSgLTZtFvY71 Qtu OTyd LwylerF-wjflG57ZLC7h kaJ?5T3Sj6eXgto047JUc3aP_fylYbJ 11-0-0 7-9-4 I 15-0-0 22-2-12 I 30-0-0 1-0-0i 1-0-0 7-9-4 7-2-12 7-2-12 7-9-4 -0-0 4x8= Scale=1:56.6 4 20 21 6.00 12 22 1.5x4 \\ 19 1.5x4 // 3 5 0 4% r 18 Allihll11121:1ib.....' -AI �1�2 _ ,- �.�6 7 1ym A � ��,&QA./L�.&� 4.,- 24 25 8 \ d 3x4 = 11 10 3x4= 4x6 = 4x6 = 4x6 = I 10-2-3 11-3- 19-9-13 I 30-0-0 10-2-3 1-1-5 8-6-5 10-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.16 8-17 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.51 Vert(CT) -0.35 8-17 >632 180 TCDL 7.0 Rep Stress lncr YES WB 0.45 Horz(CT) 0.05 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:125 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std WEBS 1 Row at midpt 4-11 MiTek recommends that Stabilizers and re. ' =, r- be installed during truss erection,in a %Sn y[8,4• Installation guide. '� On REACTIONS. All bearings 11-9-0 except(jt=length)6=0-5-8,10=0-5-8. �� NGINEF9 /Q2 (lb)- Max Hors 2=-228(LC 48) 9 Max Uplift All uplift 100 lb or less at joint(s)10 except 2=1124(LC 46),11=-479(LC 47),6=1135(LC 49) K" 89200P E f Max Gray All reactions 250 lb or less at joint(s)except 2=1165(LC 59),11=1669(LC 1),6=1513(LC 32), 10=277(LC 23),2=415(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-2218/2239,3-18=2005/2028,3-19=1205/1272,19-20=-658/983,4-20=-587/708, Q 4" 4-21=1076/620,21-22=-1099/658,5-22=1668/1206,5-23=-2200/1761,6-23=-2567/2214 7OREGON lV BOT CHORD 2-11=1858/1948,10-11=-1706/1909,9-10=-1749/1951,9-24=-1749/1951, il24-25=-1749/1951,8-25=-1749/1951,6-8=-1953/2369 L'Q y 4 ZO�t� WEBS 4-8=-242/910,5-8=-655/356,4-11=-1085/365,3-11=-663/358 L+RRI _\- NOTES- C 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; EXPIRES: 12-31-2019 MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 15-0-0,Exterior(2)15-0-0 to 18-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs loRRILL, & non-concurrent with other live loads. ,4$ o WASI, '4- 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O C �� 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 dr, ,.will fit between the bottom chord and any other members,with BCDL=10.Opsf. /��`'' ��7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) • • taw) 2=1124,11=479,6=1135,2=1124. _ 8)This truss has been designed for a total drag load of 125 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag �/ loads along bottom chord from 0-0-0 to 11-9-0 for 319.1 plf. `� �r 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum .1)9&:;6210'°5. O ,��51398k/ sheetrock be applied directly to the bottom chord. GIST' LOAD CASE(S) Standard �sSI�NAL�� November 16,2017 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1-7473 rev.10/03/2015 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,not �A a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-85 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job , Truss Truss Type Qty Ply 20307 WESTWOOD HOMES-LOT 2 MARIGOLD 20307 A02-D2 COMMON 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005,d 8.130 s Sep 25 2017 MiTek Industries,Inc.Thu Nov 16 14:40:24 2017 Page 1 ID:gRSgLTZtFvY71 QtuOTydLwylerF-Za R8wph Q WKw9Gfggo8 u EapYP2QV4sxmFBDjrbylYab I 1-0-0� 7-9-4 15-0-0 22-2-12 I 30-0-0 1-0-0, 1-0 -0 7-9-4 7-2-12 7-2-12 7-913 4-0-0 4x8= Scale=1:56.6 4 20 21 6.0012 1.5x4 \\ 19 22 1.5x4 // 3 5 o4.r 18 AIIIIIIIIII21:hh'-.'' lliL* - /2 6 7 I1 _� 11 10 24 3x4= 4x6= 4x6 = 3x4 = 3x4 = 9 25 8 I 10-2-3 I 16-8-0 1 19-9-13 � 30-0-0 I 10-2-3 6-5-13 3-1-13 10-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.17 11-14 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.37 11-14 >533 180 TCDL 7.0 Rep Stress Ina YES WB 0.44 Horz(CT) 0.05 8 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:125 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std WEBS 1 Row at midpt 4-8 MiTek recommends that Stabilizers and re. ' -'••t ,4 s be installed during truss erection,in a • •- Installation guide. 'S �NGI�E�•7 s�0 REACTIONS. All bearings 13-9-8 except(jt=length)2=0-5-8,9=0-5-8. `_ ,7 (lb)- Max Horz 2=-217(LC 48) '? ?/ Max Uplift All uplift 100 lb or less at joint(s)except 2=-1143(LC 46),8=-350(LC 48),6=-1108(LC 49) 89200PE Max Gray All reactions 250 lb or less at joint(s)9 except 2=1520(LC 31),8=1610(LC 1),6=1126(LC 44), 6=419(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-18=-2574/2233,3-18=-2230/1778,3-19=-1676/1225,19-20=1105/678,4-20=-1083/639, fl t' 4-21=-456/633,21-22=-608/850,5-22=1115/1176,5-23=-1929/1953,6-23=2142/2165 7OREGON ,C/ BOT CHORD 2-11=2062/2331,10-11=-1771/1970,10-24=-1771/1970,9-24=-1771/1970, `+ 9-25=1771/1929,8-25=-944/1143,6-8=-1785/1867 L'Q y 14 Z�elA WEBS 4-8=-1076/344,5-8=-665/358,4-11—254/900,3-11=-656/355 L� F1R' `` NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed; EXPIRES: 12-31-2019 MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 15-0-0,Exterior(2)15-0-0 to 18-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs �kERR1LL B non-concurrent with other live loads. a� 14>. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OWAS `t>�, 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 G'> will fit between the bottom chord and any other members,with BCDL=10.0psf. �` / t--' O 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1143 lb uplift at joint 2,350 lb uplift at �� ` joint 8,1108 lb uplift at joint 6 and 1108 lb uplift at joint 6. 8)This truss has been designed for a total drag load of 125 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag ;" Tr loads along bottom chord from 16-2-8 to 30-0-0 for 271.9 plf. vd 44tc 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ,P�� ,� 1398 sheetrock be applied directly to the bottom chord. STE1z 4Z.v LOAD CASE(S) Standard °ZONAL G November 16,2017 I, r WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev.10/03/2075 BEFORE USE. NI.Design valid for use only with MiTekr&connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i' building design. Bracing indicated is to prevent 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 ANSIRPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20307 WESTWOOD HOMES-LOT 2 MARIGOLD K3929341 20307 A03 Roof Special 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 16 10:16:04 2017 Page 1 ID:gRSgLTZtFvY71Qtu0TydLwylerF-ImdQvCMQ9bgPu0Jpou7XWwTdFo6VsWq 1 YYjcDayleCv r1-0-01 5-6-2 8-4-0 11-8-0 15-0-0 22-2-12 30-0-0 31-0-0 1-0-0 5-6-2 2-9-14 3-4-0 3-4-0 7-2-12 7-9-4 1-0-0 4x6= Scale=1:52.1 6 5x8 5 21 22 6.00 12 lei 1.5x4 II 20 23 3x4 4 2. 1.5x4 = �� 3 4 i;: ,9 12 likhilL 0 2 8x8= 8 cr, 8 ►: 11 10 3x8 3.00 12 5x12 = 1.5x4 I I 3x6= I 8-4-0 I 16-2-8 22-2-12 I 30-0-0 I 8-4-0 7-10-8 6-0-4 7-9-4 Plate Offsets(X,Y)— [2:0-0-10,Edae],[11:0-6-0,0-2-2].[12:0-4-0,0-3-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.31 11-12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.66 Vert(CT) -0.54 11-12 >669 180 TCDL 7.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.24 8 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight 137 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 5-11 ��t0 PRQFFss 5-12:2x4 DF No.1&Btr _`GINEt� / REACTIONS. (lb/size) 2=1484/0-5-8,8=1484/0-5-8 ,�`_ NEE. O, Max Horz 2=155(LC 15) £� 2 Max Uplift 2=-305(LC 14),8=-305(LC 15) 89200PE V FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4649/983,3-4=-4283/821,4-5=-4306/900,5-6=1543/403,6-7=-1824/416, 7-8=-2524/472 BOT CHORD 2-12=972/4202,11-12=-372/2180,10-11=-319/2190,8-10=-319/2190 Q 44/cc WEBS 3-12=276/225,4-12=-255/149,5-12=557/2620,5-11=-1353/364,6-11=-188/1048, OREGON b 7-11=-893/338,7-10=0/286 1 QL/O M 14 2.0 NOTES- R R 11-‘- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 15-0-0,Exterior(2)15-0-0 to 18-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; EXPIRES: 12-31-2019 Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. rB R it j, 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 4.� wA �A. will fit between the bottom chord and any other members. O `ih� 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify i f'' �._ G,?O ` capacity of bearing surface. -41 /t!_:- ., 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 305 lb uplift at joint 2 and 305 lb uplift at t ` ' • joint 8. \ 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Ai 51398 w4 • G.isTEWT'y 44/ �`4'Sr0NAL G November 16,2017 1 I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ANI-7473 rev.10/03/2015 BEFORE USE. Nit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 250)dug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20307 WESTWOOD HOMES-LOT 2 MARIGOLD K3929342 20307 A04 Common Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 16 10:16:06 2017 Page 1 ID:gRSgLTZtFvY71QtuOTydLwylerF-h9kAKtOgh Dw77JTB8J9?bLY4WcxfKb4JOsCjlTyleCt T1-0-01 15-0-0 I 30-0-0 21-0-0I 1-0-0 15-0-0 15-0-0 1-0-0 PER ICC CODES(IRC/IBC),TPI 1 AND REFERENCED BCSI, 4x4= Scale=1:54.7 FLAT BOTTOM CHORD GABLE TRUSSES ARE NOT TO BE INSTALLED ADJACENT TO SCISSOR TRUSSES. 12 11 ri 13 4510 14 46 6.00 12 9 - 15 8 - 16 7 - 17 - 6 18 5 - 19 4 • 20 3 21 44 47 1.11 2 : H $ H H H H H ro H H @ ® if 1 22 23 rn I{ 'vvvvvvvvvvvvvvvvvvvvvvvwvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv. 3x4 = 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4 = 3x4 = I 30-0-0 I 30-0-0 LOADING (psf) SPACING- 2-0-0 CSL DEFL, in (loc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) 0.00 22 n/r 120 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 23 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 22 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-S Weight:196 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std REACTIONS. All bearings 30-0-0. (09° PROFrs (Ib)- Max Hoa 2=155(LC 15) ' - .t`GI NE hS'/ Max Uplift All uplift 100 lb or less at joint(s)2,34,35,37,38,39,40,41,42,43,32,31,30,29,28,27, �� 4`_ Fig �A 26,25,24,22 9 Max Gray All reactions 250 lb or less at joint(s)2,33,34,35,37,38,39,40,41,42,32,31,30,29,28, 89200PE I 27,26,25,22 except 43=260(LC 21),24=260(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 10-11=87/266,11-12=-96/290,12-13=96/293,13-14=87/269 NOTES- .74- 4 OREGONN� lV¢ 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.ll;Exp B;enclosed; /Q -9y 4 2� t� MFRS(envelope)gable end zone and C-C Comer(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 15-0-0,Comer(3)15-0-0 to 18-0-0 zone; �`- cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; 4IFR R I O� 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. EXPIRES: 12-31-2019 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. ORRILL 8)Gable studs spaced at 1-4-0 oc. 4S9 v Wim_ 8 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0, h� l�, 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 op .� J ,',TOwill fit between the bottom chord and any other members. sdyk ,, 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,34,35,37,38, l`,,r 39,40,41,42,43,32,31,30,29,28,27,26,25,24,22. er 0 5139$ ,.' 9 4'clsT � � s'YIONALSA6 November 16,2017 t I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20307 WESTWOOD HOMES-LOT 2 MARIGOLD K3929343 20307 B01 Common Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 16 10:16:08 2017 Page 1 I D:gRSq LTZtFvY71QtuOTydLwyler F-dYsxlZPxDgArMdda F kBTgmeLzPYOoP kcTAhpMLyleCr 1-1-0-0 1 3-5-0 5-5-12 1 10-1-0 1 14-8-4 20-2-0 I21 2-0 i 1-0-0 3-5-0 2-0-12 4-7-4 4-7-4 5-5-12 1-0-0 4x4= Scale=1:39.0 8 7 r 9 6.00 12 6 10 5 11 4 12 . Special ; 13 3x4 Special 3 ® 1 a 14 37 : 29 28 27 30 2 3x6 I I 3x6 3x6 3 },_ p_ p e 15 16 `? °°1r/a°°.°I.I°7 vl, r� n� Elf] n n �I o 3 IT 26 38 39 40 41 -4. .... .. ......... .. .... .... 3x4= JUS24 JUS24 JUS24 3x4 = JUS24 Special 25 24 23 22 21 20 19 18 17 I 5-5-12 8-2-0 1 10-1-0 1 14-8-4 i 20-2-0 5-5-12 2-8-4 1-11-0 4-7-4 5-5-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.08 25-26 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.36 Vert(CT) -0.13 25-26 >743 180 TCDL 7.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.00 34 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MS Weight:116 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 DF Stud/Std*Except* 10-0-0 oc bracing:2-26,25-26,24-25. 3-30:2x6 DF 1800F 2.1E JOINTS 1 Brace at Jt(s):27,29 G OTHERS 2x4 DF Stud/Std*Except* .<<(,�� PR Op?1, 7-24,9-22:2x4 DF No.1&Btr NG IN4. /0 REACTIONS. All bearings 12-0-0 except(jt=length)2=0-5-8,25=0-3-8. V' 9 ?/ (Ib)- Max Horz 2=-107(LC 11) "e..... Max Uplift All uplift 100 lb or less at joint(s)15,23,22,21,20,19,18,17,25 except 2=-107(LC 10), 89200PE 24=-345(LC 5) Max Gray All reactions 250 lb or less at joint(s)15,23,24,22,21,20,19,18,17,15 except 2=434(LC 17), 25=729(LC 17) tt FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'y' OREGON t„, t(/ TOP CHORD 2-3=-323/63 L7 �„9 O� BOT CHORD 2-26=51/256,25-26=-51/256,24-25=-51/256 O Y 14 2 WEBS 24-30=24-30=-658/305, 7-30=-576/257,3-29=344/126,28-29=354/131,27-28=-354/131, 41RIL\= QP. NOTES- EXPIRES: 12-31-2019 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.ll;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 .i RRILI,, 4)Unbalanced snow loads have been considered for this design. 4.0 v WAS 5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times fiat roof load of 30.0 psf on overhangs O 1'�, non-concurrent with other live loads. ;,� Q� 6)All plates are 1.5x4 MT20 unless otherwise indicated. � ��,.. O 7)Gable studs spaced at 1-4-0 oc. 3/ 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.Opaf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. "d 4k 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,23,22,21, �Q� ,�,e G.IS3, w 20,19,18,17,25,15 except(jt=lb)2=107,24=345. 11) Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from �'41ONAL � the left end to 6-6-12 to connect truss(es)to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. November 16,2017 Continued on Daae 2 m l Ill ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IWI-7473 rev.10/03/2015 BEFORE USE. ii Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20307 WESTWOOD HOMES-LOT 2 MARIGOLD K3929343 20307 B01 Common Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 16 10:16:08 2017 Page 2 I D:q RSgLTZtFvY7lQtuOTydLwylerF-dYsxlZPxDgArMdda F kBTgmeLzPYOo PkcTAhpM LyleCr NOTES- 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)13 lb down and 22 lb up at 1-6-0,and 50 lb down and 24 lb up at 2-0-12 on top chord,and 28 lb down and 22 lb up at 7-1-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 14) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-74,8-16=-74,31-34=-20 Concentrated Loads(Ib) Vert:26=-1(F)38=1(F)39=-1(F)40=-1(F)41=28(F) r I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANSII1PI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20307 WESTWOOD HOMES-LOT 2 MARIGOLD K3929344 20307 E01 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 16 10:16:09 2017 Page 1 I D:q RSgLTZtFvY71QtuOTydLwyl erF-5kQJyvQZ_8li_nCmpRiiDzAXIpvMXzB migQ Nuoyl eCq I -1-0-0 I 5-11-8 I 1-0-0 5-11-8 1.5x4 Scale=1:13.0 3 4 1.5x4 II 3.00 12 1.5x4 II _ 16 15 ry 14 2 - 1 - - ♦ 1.5x4 I I 1.5x4 H 6 3x4= 5 1.5x4 II I 5-11-8 5-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.06 6-13 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.10 6-13 >690 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 Matrix-AS Weight:21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std , 0 PROp REACTIONS. (lb/size) 2=347/0-5-8,6=287/Mechanical '� !__``GINE rS'/ Max Horz 2=75(LC 13) �6 fP V`_ Fig gA_ Max Uplift 2=121(LC 10),6=-77(LC 14) 89200PE Max Gray 2=359(LC 21),6=320(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wtnd:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed; O CC MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-11-8 zone;cantilever left and right '94240-7.11Y ,L OREGON�� 14/ exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate /O '9r 4 2eQ grip DOL=1.60 A- V4 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 M �q 1110- V Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. EXPIRES: 12-31-2019 5)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf 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. .KRILL B 9)Refer to girder(s)for truss to truss connections. , $) v WAS qt 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) O ./7. .,:, 0 1� 2=121. J, 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 /� t. 0 sheetrock be applied directly to the bottom chord. •- ' •r 4t 15_, ,p,51398 .W'� �! CISTER ,SSIONAL s November 16,2017 I r -- AWARN/NG-VerVeritydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ANI-7479 rev.10/03/1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/71.11 Quality Criteria,DSB-89 and BCSI Building Component 250 bug Cirde Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20307 WESTWOOD HOMES-LOT 2 MARIGOLD K3929345 20307 E02 MONO TRUSS 14 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 16 10:16:09 2017 Page 1 I D:gRSgLTZtFvY71Qtu0TydLwyl erF-5kQJyvQZ_81i_nC mpRiiDzAXIpvMXzB migQNuoyleCq -1-0-0 5-11-8 1-0-0 5-11-8 1.5x4 II Scale=1:13.0 3 4 3.00 12 12 cv 11 A 10 2 — - ♦ 6 3x4= 5 1.5x4 I I i 5-11-8 1 5-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.06 6-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.10 6-9 >690 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:19 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 2=347/0-5-8,6=287/Mechanical ��ED PROp Max Horz 2=75(LC 13) Cj'< 1w,GINE �% Max Uplift 2=-121(LC 10),6=77(LC 14) �� V`' F9 02 Max Gray 2=359(LC 21),6=320(LC 21) 9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 89200PE r NOTES- 1)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-11-8 zone;cantilever left and right risOREGON exposed;end vertical left and right exposed;C-C for members aridW forces&MFRS for reactions shown;Lumber DOL=1.60 plate 7, t�/ grip DOL=1.60 <Q '9Y 4 2� ` 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 VP 3)Unbalanced snow loads have been considered for this design. M0R R'L�-n TrV 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs � non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12-31-2019 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 2=121. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum .r 1& ILL�' sheetrock be applied directly to the bottom chord. 44) ON WAsA.>J opiiii-o.::,. -0), 0 49 �'51398, wk A�, GIST'S ' ssIONALti�� November 16,2017 t r WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MIT*** is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Cirde Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20307 WESTWOOD HOMES-LOT 2 MARIGOLD K3929346 20307 E03 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 16 10:16:10 2017 Page 1 I D:gRSgLTZtFvY71QtuOTydLwyl erF-Zw_hAF R BI RQZcxmzN 8 DxIBji2DFbGQ QvxUAwREyleCp I- -� - I 5-11-8-0-0 I 1.5x4 II Scale=1:13.0 3 4 1.5x4 I I 3.00 12 1.5x4 II 16 15 dr 14 - 2 1.5x4 II 1.5x4 II 6 3x4= 5 1.5x4 II I 5-11-8 I 5-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.06 6-13 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.10 6-13 >690 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std REO PROFFS REACTIONS. (lb/size) 2=347/0-5-8,6=287/Mechanical <G__``GIryE cS'j Max Horz 2=75(LC 13) C. 3 V`_ �i9 qt Max Uplift 2=-121(LC 10),6=-77(LC 14) 89200PE !� Max Gray 2=359(LC 21),6=320(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; O Cr MWFRS(envelope)gable end zone and C-C Corner(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 5-11-8 zone;cantilever left and right 7'4. 4.,OREGON�� 44/ exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate /Q 4 y 4 20 grip DOL=1.60 �Q� 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 'wen R 10- Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. EXPIRES: 12-31-2019 5)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.0psf 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. ,I,� L 8 9)Refer to girder(s)for truss to truss connections. a� WA+S 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 4 �'1'0 ' ��, 2=121. / „� GjO 16 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 e F- ,..,.Y• �, sheetrock be applied directly to the bottom chord. , ' \ .e.¢+ 4, 51398 w� o,0 �crs � �s'81ONALti�� November 16,2017 1 I -- AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/-7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20307 WESTWOOD HOMES-LOT 2 MARIGOLD K3929347 20307 GO1 Common Structural Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 16 10:16:11 2017 Page 1 I D:gRSgLTZtFvY71QtuOTydLwyl erF-16Y3NbRp W IYQ D5L9xsIAl OGvxdc6?sE398vUzgyleCo I -1-0-0 I 5-1-12 I 10-3-8 i 11-3-8 1-0-0 5-1-12 5-1-12 1-0-0 4x4= Scale=1:20.1 3 6.00 12 23 22 24 21 N 2 - - - 4 v - " a o = IT 5 0 Illkb6 3x4 = 3x4 = I 5-1-12 I 10-3-8 I 5-1-12 5-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.03 6-17 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.04 6-17 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 4 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:44 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std ti�ED PROfi�S REACTIONS. (lb/size) 2=558/0-5-8,4=558/0-5-8 �'‘ G GINr tri Max Horz 2=59(LC 14) c Y� ” eA_ Max Uplift 2=-125(LC 14),4=-125(LC 15) ,9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 89200PE r TOP CHORD 2-3=-679/197,3-4=-679/201 BOT CHORD 2-6=75/548,4-6=-75/548 NOTES- 0 A' 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; -pi. 4 OREGON bts& MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-1-12,Exterior(2)5-1-12 to 8-1-12 zone; /Q 4), 14 jos` 1 cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; nQ+ Lumber DOL=1.60 plate grip DOL=1.60 MRRILL' V 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 EXPIRES: 12-31-2019 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 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. SI.L & 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 � ) WAS will fit between the bottom chord and any other members. O �4 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Vie;. 0,, 2=125,4=125. -f ES4' • 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. \ , izr ..41+ 4, 51398 ki ok, �°crSz � AsSIONAL „' November 16,2017 I r A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notNI' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20307 WESTWOOD HOMES-LOT 2 MARIGOLD K3929348 20307 G02 Common 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 16 10:16:12 2017 Page 1 ID:gRSgLTZtFvY71QtuOTydLwylerF-WJ5SbxSRH3gHrEwLUZGPgco3h 1 xLkJUCOof1 V6yleCn -1-0-0i 5-1-12 i 10-3-8 11-3-8 1-0-0 5-1-12 5-1-12 1-0-0 Scale=1:19.7 4x4= 3 6.00 12 15 14 16 13 N 2 4 "7 a ,7 co 5 10 ♦ 1. 1.5x4 II 3x4= 3x4 = I 5-1-12 I 10-3-8 I 5-1-12 5-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.03 6-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.04 6-9 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.09 Horz(CT) 0.01 4 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:36 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 2=558/0-5-8,4=558/0-5-8 ti90 PROpk.S Max Horz 2=59(LC 14) '`MaxfS Uplift 2=-125(LC 14),4=-125(LC 15) ��Gj �GNGI N E, , /�2 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. '9 TOP CHORD 2-3=-679/197,3-4=-679/201 89200PE �" BOT CHORD 2-6=-75/548,4-6=-75/548 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; fl aCr MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-1-12,Exterior(2)5-1-12 to 8-1-12 zone; 'FL ,,OREGON\� �/ 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 '� '9y 14 2� Q► 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 `R R I L\' 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12-31-2019 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=125,4=125. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum S Rl ILL sheetrock be applied directly to the bottom chord. 4-�<)` ov NSI .Q >, - 0 An ` t /''q'.3 ` � it �/5� ,p�51398 zi ,�+ CISTSR �-SIONALV November 16,2017 / I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding 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 trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-B9 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20307 WESTWOOD HOMES-LOT 2 MARIGOLD K3929349 20307 G03 Common 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 16 10:16:12 2017 Page 1 ID:gRSgLTZtFvY71QtuOTydLwylerF-WJ5SbxSRH3gHrEwLUZGPgco311xVkJcCOof1 V6yleCn I -1-0-0 I 5-1-12 I 9-9-8 I 1-0-0 5-1-12 4-7-12 4x4 = Scale=1:20.1 3 6.00 12 13 14 15 16 r 12 4 2 - ' to 1 - 1 * 1.5x4 II 3x4 = 4x4 = I 5-1-12 I 9-9-8 I 5-1-12 4-7-12 Plate Offsets(X,Y)- [4:0-0-4,0-0-21.14:0-5-3.0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.03 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.04 5-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:34 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS WEDGE 2x4 DF Stud/Std (AO PROF Right:2x4 DF Stud/Std - - ��C:a l.' NAGIN4. , /'''.4.. REACTIONS. (lb/size) 2=538/0-5-8,4=456/Mechanical v v-r.... Max Horz 2=75(LC 14) 89200PE r Max Uplift 2=-123(LC 14),4=-86(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-622/199,3-4=-614/218 BOT CHORD 2-5=-119/495,4-5=-119/495 t3OREGON ti k/' NOTES- 9L��'9Y 14 Z�' 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; ,�i 2Q� MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-1-12,Exterior(2)5-1-12 to 8-1-12 zone; tifj�R R 10- V cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 EXPIRES: 12-31-2019 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. .� WASL 8q 8 )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) O� rL0 r tt' 2=123. i�crl., ra0 '0 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum .+.-:'- sheetrock be applied directly to the bottom chord. �i , �o . moi '. , wel lk-8 �51398 w'.A ' GISTEg5� tiGs`rI�NAL November 16,2017 I I -- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20307 WESTWOOD HOMES-LOT 2 MARIGOLD K3929350 20307 HHR Rafter 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 16 10:16:13 2017 Page 1 I D:gRSq LTZtFvY71 QtuOTydLwylerF-_VfgoHT32Mo8TOVX2Hne NpLG5Q KsTnALdSOa2ZyleC m -1-5-0 I 1-11-15 I 1-5-0 1-11-15 3x4 I Scale:1.5"=1' 6 3 1. 3x6 \\ i 4.24 12 5 0#. • io ooiollp• 2 m d 0 Illiiiiiiiii 1 M 1 I 1-11-15 1-11-15 Plate Offsets(X,Y)— [2:0-2-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) 0.00 2 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.00 Vert(CT) 0.00 2 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:8 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=30/Mechanical,2=222/0-7-6 Max Horz 2=55(LC 10) >� D PROFF Max Uplift 3=19(LC 14),2=-141(LC 10) '`�Ss Max Gray 3=33(LC 20),2=224(LC 20) ENGINEER '0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 4� 89200 P E 9 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-5-0 to 1-7-0,Interior(1)1-7-0 to 1-11-15 zone;cantilever left and right O 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 9L A OREGON t<(/ 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 '� 4j. 4 2O� �^ 3)Unbalanced snow loads have been considered for this design. 131''4)*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 MER RIO will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify EXPIRES: 12-31-2019 capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=141. VORILL.. ��;. Geo�; ar, • �` _ ,- r ‘'i fir 4.1=, 51398 W'Y 'J•", �°GtsT � s'sIONALti46 November 16,2017 4 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. ®k+ 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 ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20307 WESTWOOD HOMES-LOT 2 MARIGOLD K3929351 20307 HJ Jack-Open 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 16 10:16:14 2017 Page 1 ID:gRSgLTZtFvY7lQtuOTydLwylerF-ShDCOcUipgw?4Y4kc_Itw1 uSiggwCEQVs588a?yleCl -1-0-0 1-6-0 1-0-0 1-6-0 Scale=1:8.3 3 6.00 12 M c? 2 rAMIIII.F1 c d 1 = 4 ,/ 3x4= I 1-6-0 I 1-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.01 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:6 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=33/Mechanical,2=169/0-5-8,4=12/Mechanical ��r PT1Q�Ctn Max Horz 2=53(LC 14) Max Uplift 3=19(LC 14),2=-52(LC 14) � GINE 4> Max Gray 3=33(LC 1),2=169(LC 1),4=23(LC 5) 4`_ Fig CA FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. '� 89200 P E !" NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)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 O OREGON f' 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �L 4 Ate L4,/ 3)Unbalanced snow loads have been considered for this design. /Q 41, 4 2� �` 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ,�i nQ� non-concurrent with other live loads. MFR R lo, V 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. EXPIRES: 12-31-2019 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 1 '4.0 ,/-„,,.t,-,,7 Q,), -:. dir ,. r .00 4k- On .4 51398 , % CISTER �SSIONAL' Cs November 16,2017 1 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20307 WESTWOOD HOMES-LOT 2 MARIGOLD K3929352 20307 ZO1 MONO TRUSS 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Nov 16 10:16:14 2017 Page 1 ID:gRSgLTZtFvY71QtuOTydLwylerF-ShDCOcUipgw?4Y4kc ItwluSkggoCEQVs588a?yleCl -1-0-0 1-5-8 1-0-0 1-5-8 Scale=1:6.2 3 3.00 12 2 1 -..0111111111111111111111111 , 4 10411WO 3x4= I 1-5-8 I 1-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.00 5 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 Matrix-MP Weight:6 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-5-8 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=168/0-5-8,4=43/Mechanical GD PROF Max Horz 2=31(LC 10) �(,9 Fs Max Uplift 2=-85(LC 10),4=-8(LC 11) r`�'� 4 GIN4 s/O FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ?/ NOTES- 89200PE 9 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 OREGON 3)Unbalanced snow loads have been considered for this design. .7 t�/ 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs /Q '9Y 20 T(� non-concurrent with other live loads. �Q. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MR R i L‘- 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. EXPIRES: 12-31-2019 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. NORRILL -- ca �0 fir., o 1.ii.= ,4,,i �1 Qin 51398 %� S49IONAL %' November 16,2017 I , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notI4 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880