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Plans (50) A' S 7 c2(G - Cog 2d' AUG 2 2 21116 MiTek® 1x. ,.l.lifi'1 ?'/ MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 18888 ANDERSON-CE_LOT_3 ANDERSON HOMES-CORBIN ESTATES LOT#3 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: K2243429 thru 1(2243476 My license renewal date for the state of Oregon is December 31,2017. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. ��c`E© PRQp %NGINEe `tom 89200PE 9r AOREGON R ��� <O 4Y 14 2°' "` _4)1 RRt August 4,2016 Baxter,David IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions(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.Any project specific information included is for MiTek's customer's file reference purpose only,and was not taken into account in the preparation of these designs.MiTek 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 the design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Job6 1 2 Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 1i8888_ANDERSON-CE_LO-3401 GABLE K2243429 1 1 Pacific Lumber&Truss Co., Beaverton,OR 97005 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:12 2016 Page 1 1-1-0-n I ID:z5ZAaiD?FsSrni5 W OJNaKayrXVB-Cjz171 p1 VoZzhoMslco64QEILD35tvOzARF635yrUQD 1-0-0 20-8-n 20-8-0 22-8-0 2-0-0 3.00 12 3x4 II S..0.=1:41.2 O 15 a [1 14 3 % 37 37 19 1071 12 16 17 1838 9 a v s 7 � 3x43 4 ■5 r � ` Pppp : ] : 3x6 II 36 35 34 33 32 31 30 2928 27 26 25 24 23 22 21 3x4= 3x4 II 20-8-0 20-8-0 Plate Offsets(X Y)-- [2:0-4-2.0-1-3j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.03 19-20 n/r 120 MT20 220/195 (Roof Snow=30.0) TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.07 19-20 n/r 120 BCLL 0.0 * Rep Stress MuYES WB 0.07 Horz(CT) -0.00 21 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:125 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 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 DF No.1&Btr-G 1-6-14 be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings 20-8-0. Installation guide. (Ib)- Max Horz 2=283(LC 11) Max Uplift All uplift 100 lb or less at joint(s)22,23,24,25,26,27,29,30,31, 32,33,34,35,36 except 21=-170(LC 11) Max Gray All reactions 250 lb or less at joint(s)2,22,23,24,25,26,27,29,30, 31,32,33,34,35,36 except 21=509(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-403/199,3-4=-383/194,4-5=-340/173,5-6=-327/169,6-7=-309/163,7-8=-292/157, 8-9=-275/151,9-10=-258/145,19-210-508/356 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 Corner(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 22-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip 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 ���t1) P RQp 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 � 0461 NE-s9 cS'jO 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs c .92 ,OP I? non-concurrent with other live loads. unless All plates are 1.5x4 MT20 otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 1-4-0 oc. ' �_ 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 will F OREGON I /1L7 fit between the bottom chord and any other members. <0 11l' 14 2.°N :: 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)n/a A„, "Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 ll August 4,2016 WARNING•Verify design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. s. s n is mponent,not a truss system.Before uDesign valid for use se,the building with designer rm s'}verify the applicability onlof design parameters and properly non parameters shown,and is for an lcorporatthis ddes g�into the overall �� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 I18888_ANDERSON-CE_LO-3102 MONO TRUSS 12 1 K2243430 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:13 2016 Page 1 ID:z5ZAaiD7FsSrni5WOJNaKayrXVB-gvXPKNgfG6hq Iyw2JJJMcemtScH8cGD605_gbYyrUQC 1-1-0-0 1 8-4-15 13-A-8 20-8-0 1 22_8-0 1 1-0-0 6-4-15 7-1-8 7-1-8 2 0 0 3.00 'Scale$ :39.7 7 16 3x4 3x8% 6 5 n - 1.5x4 `' Y 4 ;A 3x6 . \V 3 2 1 P C .a " OM O 11 10 IK 4x8 II 3x4= 3x4= 9 3x8=- I I 9-11-11 20-8-0 I 9-11-11 I 10-8-5 Plate Offsets(X,Y)-- [2:0-5-10.Edge].[7:0-2-0.0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.23 9-11 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.60 Vert(CT) -0.75 9-11 >327 180 BCLTCDL L 10.0 * Rep Stress Incr YES WB 0.49 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:95 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 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* WEBS 1 Row at midpt 6-9 7-9:2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 DF No.1&Btr-G 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1205/0-5-8,2=1099/0-5-8 Max Horz 2=280(LC 11) Max Uplift9=-341(LC 14),2=-278(LC 10) Max Grav9=1476(LC 21),2=1135(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-516/0,3-4=-2408/553,4-5=-1937/330,5-6=-1809/338,7-9=-616/250 BOT CHORD 2-11=-614/2291,10-11=-326/1410,9-10=-326/1410 WEBS 4-11=-570/314,6-11=-18/666,6-9=-1564/445 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 22-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. c;1/4%,D PRQ F S 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 s non-concurrent with other live loads. SC t GI NEF9 > 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 will Qc 89200P E �r 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)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)9 and 2.This connection is for uplift only and does not consider lateral forces. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum OREGON sheetrock be applied directly to the bottom chord. 7i. D+ 40 i� -9y 14 2°N P$ 2jE•R R 10-6 EXPIRES: 12/31/2017 August 4,2016 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1+ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek+ is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 a Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 r 18888_ANDERSON-CE LO-3>03 K2243431 Monopitch 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:13 2016 Page 1 ID:z57AaiD?FsSrni5W OJNaKayrXVB-gvXPKNgfG6hglyw2JJJMcemmdcH KcGg605_gbYyrUQC 8-9-n 6-9'0 I 16-1 On I 19-11-8 I 21-11-8 I 7-1-8 2-0-0 Sc._ 1:38.1 6 15 3x4 3x6= 5 3.00 12 4 I 1.5x4�' t� 3 _- 4x6% ._3x6 `� 2 14 1 I w ' m 9 8x8 3x4= 8 3x8= 9-3-3 19-11-8 I 10-8-5 Plate Offsets(X Y)-- [6:0-2-0 0-1-12] TOL DING(Ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.26 8-9 >932 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.81 8-9 >292 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:92 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 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G WEBS 1 Row at midpt 5-8 SLIDER Left 2x6 DF No.2-G 2-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=981/Mechanical,8=1172/0-5-8 Max Horz 1=269(LC 11) Max Uplift1=-216(LC 10),8=-334(LC 14) Max Gray 1=1017(LC 21),8=1429(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-2095/453,3-14=-2079/462,3-4=-1795/330,4-5=-1698/337,6-8=-614/256 BOT CHORD 1-9=-512/1975,8-9=-309/1326 WEBS 3-9=-387/240,5-9=-36/612,5-8=-1470/421 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 21-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=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. QED PROFF 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. � GINE Fn s/0 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '77 ?j 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 G� $9200 P E �� 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. .44111111 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=216. ..� /� 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)8.This connection is for uplift only I. and does not consider lateral forces. 12.. 2!OREGON Or 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W'gypsum 1i qy 14 20�P sheetrock be applied directly to the bottom chord. MFR R11-‘-•EXPIRES: 12/31/2017 August 4,2016 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. r. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,nota a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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,0SB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 i 8888_AN DERSON-CE_LO-3404 Monopitch 6 1 K2243432 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:14 2016 Page 1 ID:z5ZAaiD?FsSrni5WOJNaKayrXVB-865oYjrH 1 Pphw6VFs 1 gb9rJyZ0e?LbaFdlkD7yrUQB 7-4-0 I 14-5-8 I 16-5-8 I 7-1-8 Y-0-0 1111 Scale=1:36.7 3.00 12 10 3. Y 3x4% 9 2 1 .t 5x6= priF q 1 uS O Y r � 6 ►t ' ear 7 __ �t 3x4 I I 3x4 5 3x8= I 3 9-3 I 14-5-8 I 10-8-5 LOADING(pso TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP. (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.24 5-6 >698 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.56 Vert(CT) -0.74 5-6 >231 180 BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:75 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 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* 1-7:2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=893/0-5-8,7=695/Mechanical Max Horz 7=277(LC 11) Max Uplift5=-267(LC 14),7=-146(LC 10) Max Gray 5=1067(LC 21),7=717(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-717/67,2-8=-656/76,3-5=-571/250,1-7=-726/129 BOT CHORD 6-7=-373/297,5-6=-295/750 WEBS 2-5=-819/298,1-6=0/640 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 16-5-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. ' `��E,D P R OFF, 55)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 �5 0NGI NEF9 s/a fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. ✓ 8)Refer to girder(s)for truss to truss connections.9) 4 .. 8920�P E s'r Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)7=146. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5.This connection is for uplift only and does not consider lateral forces. ±� 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum �� A OREGON �!Cr sheetrock be applied directly to the bottom chord. -*'ri 'i0 Ay142°1P+ 'wF'R R ILA-- EXPIRES: L--EXPIRES: 12/31/2017 August 4,2016 I i WARNING-Verify A e rY design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/I-7073 rev.10/03/2015 BEFORE USE. T Design valid for use only with Wick®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job : Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 s118888_ANDERSON-CE_LO-3,05 GABLE K2243433 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:15 2016 Page 1 ID:zSZAaiD?FsSrni5WOJNaKayrXVB-cleAl3rvojxYYG4RQkLgh3s6BQ_D41 DPsPTmgQyrUQA 1 7-4-0 I 14-5-8 1 16-5-8 1 7-1-8 2-0-0 3x6% 4 Scale=1:37.6 3x8 3.00 12 3x8% 36 3 7x16% 3x8% '� ^� 3x6% 35 �ftiliIflIIIJI Y 6 OM 7 �� 3x4 II 3x4 .-- 5 3x8 = I 3-9-3 1 14-5-8 3-9-3 10-8-5 Plate Offsets(X.Y)-- [2:0-8-0.0-2-8].[18:0-1-15.0-0-12] LTCLLOADING(Ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.24 5-6 >703 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.56 Vert(CT) -0.73 5-6 >232 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:137 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 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* MiTek recommends that Stabilizers and required cross bracing 1-7:2X4 DF No.1&Btr G be installed during truss erection,in accordance with Stabilizer OTHERS 2X4 DF Std G Installation guide. REACTIONS. (lb/size) 5=893/0-5-8,7=695/Mechanical Max Horz 7=278(LC 11) Max Uplift5=-268(LC 14),7=-144(LC 10) Max Gray 5=1067(LC 21),7=717(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-34=-741/63,2-34=-682/72,3-5=-573/255,1-7=-730/130 BOT CHORD 6-7=-364/278,5-6=-301/784 WEBS 2-5=-854/311,1-6=-8/699 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4,2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 16-5-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. ��ED P R n,.. s 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. �5 NG!NEF �, 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 Cb. T 9 ,,, non-concurrent with other live loads. t4 6)All plates are 1.5x4 MT20 unless otherwise indicated. c 89200PE 9<' 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will - la / •Y•✓'� fit between the bottom chord and any other members. i irZ 10)A plate rating reduction of 20%has been applied for the green lumber members. �� OREGON ��to 11)Refer to girder(s)for truss to truss connections. /= 4)- 7 4 ZOO cikQ4 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)7=144. 13)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5.This connection is for uplift only '`gR R ILL and does not consider lateral forces. 14)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 August 4,2016 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Mt 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/Mil 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 ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243434 18888_ANDERSON-CE_LO-3301 Monopitch Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:16 2016 Page 1 ID:z5ZAaiD?FsSrni5WOJNaKayrXV B-4UCYzPsXY13O9Pfd_Ss3EGOTbgROpjsY43DKCtyrUQ9 I -2-n-n 1 17-0-0 118-0-0 1 2-0-0 17-0-0 1-0-0 3.00 12 15 Scale=1182.9 14 13 � 12 P Y 3x4= 11 i Ili g 10 8 7 t r 6 N g 5 • 4X8% 4 : r 3 2 29 O. fi owl I'1 e -----------EIHHHIdli1HH HRH H nxxxxxxxxxxxxxxxxxxxxxxxxxnnxxxxxxxxxxxxxxxxxxnxxxxxxxxx 3x8 11 28 27 26 25 24 23 22 21 20 19 18 17 I 17-0-0 17-0-0 Plate Offsets(X Y)-- [2:0-2-4.0-1-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.00 16 n/r 120 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.05 Vert(CT) -0.01 15-16 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 17 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:94 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 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2X4 DF Std G SLIDER Left 2x4 DF No.1&Btr-G 1-9-6 REACTIONS. All bearings 17-0-0. (Ib)- Max Horz 2=234(LC 11) Max Uplift All uplift 100 lb or less at joint(s)17,23,24,25,26,27,28,22,21, 20,19,18 except 2=-112(LC 10) Max Gray All reactions 250 lb or less at joint(s)23,24,25,26,27,28,22,21, 20,19,18 except 17o264(LC 21),2=338(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-29=-322/149,3-29=-318/164,3-4=-278/148,4-5=-2591141,15-17=-251/158 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 Corner(3)-2-0-0 to 1-0-0,Exterior(2)1-0-0 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)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. to PR 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ,,t\ �FFsS 4)Unbalanced snow loads have been considered for this design. CO wxGI NEA- /, 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 ?j non-concurrent with other live loads. w 6)All plates are 1.5x4 MT20 unless otherwise indicated. c 89200PE ,-- 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 1-4-0 oc. 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 will . OREGON 1 Cr fit between the bottom chord and any other members. -$2., 4 11)A plate rating reduction of 20%has been applied for the green lumber members. /Q y 14 2° 12)n/a P E. 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �'' R R I�-� EXPIRES: 12/31/2017 August 4,2016 1, 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. MI!° Design valid for use only with Mack®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Niel(' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCE Building 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 ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243435 18888_ANDERSON-CE_LO-3302 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:17 2016 Page 1 ID:z5ZAaiD?FsSrni5WOJNaKayrXVB-YgmwAIt9JKBFnZEgY9NInUxXOEh5Y1 NiJjytkJyrUQ8 1 -2-0-0 I 8-6-0 I 17-0-0 118-0-01 2-0-0 8-6-0 8-6-0 1-0-0 Scale=1:36.7 3.00 12 5x8 M18SHS 6 7 15 4x4 3x4% 5 4 0 r ih 3x4% 3 ltii 14 2 Ap rnli o 0 4q88888H K 9 1111 4x8 II 1.5x4 II 3x6= I 8-6-0 I 17-0-0 I 8-6-0 8-6-0 Plate Offsets(X Y)-- [2:0-3-0 0-0-7].[5:0-2-0 Edge].[6:0-3-4.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.10 8-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.42 Vert(CT) -0.31 8-9 >650 180 M18SHS 220/195 TCDL 10.0 Rep Stress Ina YES WB 0.60 Horz(CT) 0.05 8 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-S) Wei 9 BCDL 10.0 ht:75 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 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* WEBS 1 Row at midpt 4-8 6-8:2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 DF No.1&Btr-G 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1009/0-5-8,8=928/0-5-8 Max Horz 2=231(LC 13) Max Uplift2=-296(LC 10),8=-256(LC 14) Max Gray 2=1056(LC 21),8=1137(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-377/42,3-14=-373/47,3-4=-1690/350,6-8=-549/186 BOT CHORD 2-9=-380/1698,8-9=-380/1698 WEBS 4-9=0/347,4-8=-1673/431 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 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. E.O P R OF4t0,4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs �C..? �NGI N .FR /O� non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. .,, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4t. 89200P E 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)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 8.This connection is for uplift • only and does not consider lateral forces. O A_OREGON 1Ci� 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum �� -sr N.‘14 i sheetrock be applied directly to the bottom chord. */Q RP All14 14 2-° 'ERRt1r1- EXPIRES: 12/31/2017 August 4,2016 I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. l Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243436 18888_ANDERSON-CE_LO-3303 MONO TRUSS 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:17 2016 Page 1 ID:z5ZAaiD?FsSrni5WOJNaKayrXVB-YgmwAIt9JKBFnZEgY9N InUxYYEiXY30iJjytkJyrUQ8 I -2-n-p I 8-8-n I 16-5-8 I 2-0-0 8-6-0 7-11-8 Scale=1:33.7 5x8 M18SHS I I 5 6 15 3.00 I12 3x4 4 Imo 3x4 ,0 3 14 2 r a H Oji 9 8 4x8 II 1.5x4 II 3x8=7 I 8-6-0 I 16-5-8 I 8-6-0 7-11-8 Plate Offsets(X.Y)-- [2:0-3-0.0-0-7].[5:0-3-2.0-1-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.08 9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.38 Vert(CT) -0.20 8-9 >989 180 M18SHS 220/195 TCDL 10.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.04 8 n/a n/a BOLL 0.0 * Code IBC20151TP12014 (Matrix-S) Weight:71 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 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* WEBS 1 Row at midpt 4-8 5-8:2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 DF No.1&Btr-G 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=979/0-5-8,8=827/Mechanical Max Horz 2=219(LC 13) Max Uplift2=-292(LC 10),8=-214(LC 14) Max Grav2=1031(LC 21),8=1003(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-397/30,3-14=-396/36,3-4=-1590/336,5-8=-403/151 BOT CHORD 2-9=-353/1600,8-9=-353/1600 WEBS 4-9=0/330,4-8=-1586/406 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 16-5-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �4 P Fs 3)Unbalanced snow loads have been considered for this design. F 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs �� �N�INE�� 6/QO2 non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. ,.9 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200 P E r- 7)* 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. Air 9)Refer to girder(s)for truss to truss connections. �, • q- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=214. 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only Cr.....L QN,,O, A, and does not consider lateral forces. ob '9Y 4 24 Q4 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum 4/Z- Q� sheetrock be applied directly to the bottom chord. RR I 0 EXPIRES: 12/31/2017 August 4,2016 I 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 11• Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 a Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 18888_ANDERSON-CE_LO-3304 MONO TRUSS 8 1 K2243437 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:18 2016 Page 1 ID:z5ZAaiD?FsSrni5 WOJNaKayrXVB-OtKIN4un4eJ6Pjp05tvXJhUiLd2hHdl rYNiQHIyrUQ7 -2-0-0 7-5-8 2-0-0 7-5-8 Scale=1:18.0 4 5 1. , 3.00 • 12 14 3x4 13 3 12 2 r v 1 hi I 1 6 4x8 II 1.554 II 7-5-8 7-5-8 Plate Offsets(X.Y)-- [2:0-3-0.0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.12 7-10 >741 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.38 Vert(CT) -0.32 7-10 >273 180 TCDL 10.0 Rep Stress Inv' YES WB 0.00 Horz(CT) 0.07 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-S) 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, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 DF No.1&Btr-G 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=541/0-5-8,7=365/Mechanical Max Horz 2=112(LC 13) Max Uplift2=-196(LC 10),7=-93(LC 14) Max Gray 2=566(LC 21),7=423(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-407/34,3-12=-406/62,4-7=-324/170 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 7-5-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. P R Q 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 wit ��S fit between the bottom chord and any other members. \CJS NGI NE , /0 7)A plate rating reduction of 20%has been applied for the green lumber members. 2 8)Refer to girder(s)for truss to truss connections. 89200 P E fit' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only • • and does not consider lateral forces. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''/d'gypsum sheetrock be applied directly to the bottom chord. -y OREGON to Lgy14 2° # MSR e' EXPIRES: 12/31/2017 August 4,2016 f ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB•89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243438 18888_ANDERSON-CE_LO-rCG Roof Special Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:18 2016 Page 1 ID:zsZAaiD?FsSrni5WOJNaKayrXVB-OtKIN4un4eJ6Pjp05tvXJhUebdOq HVYrYNIQHIyrUQ7 -2-9-15 I 4-10-10 I 9-9-5 2-9-15 4-10-10 4-10-10 I 1-7-13 Scale=1:27.6 0.18II 12 2 4x6= 34x4= 6x6 1 4 5 n N • H • IO J: 73, r L • oN N 7 6 8 4x4= 8x8 = 3x4 I I I 4-10-10 I 9-9-5 4-10-10 4-10-10 Plate Offsets(X.Y)-- [4:0-3-0.0-2-12].[6:0-4-0.0-4-4] TCLL LOADING(psf)30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.04 6-7 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.50 Vert(CT) -0.11 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.54 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:55 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, except BOT CHORD 2X6 DF No.2 G end verticals. WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 4-6:2X6 DF No.2 G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=648/0-7-6,4=903/0-2-2 Max Horz 8=51(LC 7) Max Uplift8=-254(LC 4),4=-208(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-557/239,2-3=-1084/188,4-6=-140/712 BOT CHORD 6-7=-166/1084 WEBS 2-7=-297/1230,3-7=-123/465,3-6=-916/163 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. ��nto PR()Pets,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 �Co �NG1 NE'&• >O fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 4� 8920QPE '�r 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)8 and 4.This connection is for uplift / /^' only and does not consider lateral forces. � •• I 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • 11)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Q 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7y OREGON R A, LOAD CASE(S) Standard �0 A../)/ 14 Se' 4 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 MFR RIO- Uniform 2' Loads(plf) Vert:1-2=-80,4-5=-80 EXPIRES: 12/31/2017 Continued on page 2 August 4,2016 t 1 ®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 on individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243438 r18888_ANDERSON-CE_LO-3✓CG Roof Special Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:18 2016 Page 2 I D:z5ZAaiD?FsSrni5 WOJNaKayrXVB-OtKI N4un4eJ6Pjp05tvXJhUebdOgHVYrYNiQHIyrUQ7 LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:8=0(F=10,B=10)-to-6=-247(F=-114,B=-114) t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243439 18888_ANDERSON-CE_LO-3;J1 Jack-Open 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:19 2016 Page 1 ID:z5ZAaiD?FsSrni5 W OJNaKayrXVB-V3ugbQuQryRzOtOCfaQmsvO_G 1 TwO4H?n1 R_pByrUQ6 -2-0-0 1-11-11 I 2-0-0 1-11-11 1 0.25 12354 I I Scale=1:9.9 2 6 3 \)( Y \ 1 4 5 3x4 I I 1-11-11 1-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.06 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 (Matrix-M) Weight:9 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=364/0-5-8,3=-7/Mechanical,4=-3/Mechanical Max Horz 5=-29(LC 10) Max Uplift5=-200(LC 8),3=-59(LC 18),4=-6(LC 18) Max Gray 5=364(LC 1),3=20(LC 8),4=29(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-324/218 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-11-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1,00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. R&() PR 4FF 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 G�NE 9 ,p fit between the bottom chord and any other members. �j N k- .1 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. 89200 P E t" 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5 and 4.This connection is for uplift 1 only and does not consider lateral forces. • 4410 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - el yL ,OREGON to gy14 20'` P} 44E°R R 10, EXPIRES: 12/31/2017 August 4,2016 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connector.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 [Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 I18888_ANDERSON-CE_LO-LJ2 Jack-Open 4 1 K2243440 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:19 2016 Page 1 I D:zSZAaiD?FsSrni5W OJNaKayrXVB-V3ugbQuQryRzOtOCfaQmsvO_a1 SS046?n 1 R_pByrUQ6 I -2-0-0 I 3-11-11 I 2-0-0 3-11-11 0.25 12 Scale:1".1' 3x4= 1 7 2 8 3 \ 1 N 1N r? 1 /L 5 4 1.5x4 6 1.5x4 II I 2-0-0 I 3-11-11 I 2-0-0 1-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.01 5 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert(CT) -0.03 5 >999 180 TCDL 10.0 Rep Stress Ina YES WB 0.01 Horz(CT) 0.02 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 (Matrix-M) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=409/0-5-8,3=102/Mechanical,4=38/Mechanical Max Horz 6=-28(LC 10) Max Uplift6=-188(LC 8),3=-50(LC 12) Max Gray 6=409(LC 1),3=102(LC 1),4=75(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-371/235 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. P F 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. E© QF 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 O R ss� fit between the bottom chord and any other members. �5 N F 7)A plate rating reduction of 20%has been applied for the green lumber members. �� R 2-s> 8)Refer to girder(s)for truss to truss connections. 2 92.0 r.- 9) 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. ....0e. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)6 and 4.This connection is for uplift only and does not consider lateral forces. Alp �_..._ 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. .- 12. 4,OREGON �l, <0 14 2Q. + Mgy -ERR11-\ 0 EXPIRES: 12/31/2017 August 4,2016 • o ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mil" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/IPl1 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 ANDERSON HOMES-CORBIN ESTATES LOT#3 , K2243441 18888_ANDERSON-CE_LO-EJ3 Jack-Open 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:20 2016 Page 1 I D:z5ZAaiD?FsSrni5WOJNaKayrXV B-zFS3omv2cFZge1 zODHx?O6Z7PRmKIXM8?hBXLeyrUQ5 I -2-0-0 5-11-11 I 2-0-0 5-11-11 0.25 12 Scale=1:15.8 1 3x4= 7 8 3 _ .d IlY .'' 5 4 1.5x4 6 1.5x4 I I I 2-0-0 I 5-11-11 I 2-0-0 3-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.05 4-5 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.15 4-5 >447 180 TCDL 10.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.07 3 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:22 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 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=492/0-5-8,3=199/Mechanical,4=58/Mechanical Max Horz 6=28(LC 9) Max Uplift6=-201(LC 8),3=-93(LC 12) Max Gray 6=492(LC 1),3=199(LC 1),4=115(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-434/255 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 5-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �. �D PRO F ' *09i ,:s fit between the bottom chord and any other members. �� N N GINE 9 s/2 7)A plate rating reduction of 20%has been applied for the green lumber members. � Q 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. 89200PE �� 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)6.This connection is for uplift only and does not consider lateral forces. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum sheetrock be applied directly to the bottom chord. .- 1 W - Cr G 40,OREGON Ix /40 /0 qy 14 Zp P.}. ' RR1L\- EXPIRES: 12/31/2017 August 4,2016 / ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lilt 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/TPIl 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 ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243442 18888_ANDERSON-CE_LO-3rJ4 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:20 2016 Page 1 ID:z5ZAaiD?FsSrni5WOJNaKayrXVB-zF53omv2cFZge 1 zODHx?06Z18RkflXL8?hBXLeyrUQ5 -2-0-n I 7-0-0 1 S-0-15 1 2-0-0 7-0-0 1-0-15 Scale=1:19.9 0.25 12 2 3x4= 7 8 3 r rI o j I N th � % � N 5 1.5x4 6 4 1.5x4 II I 2-0-0I 7-0-0 I 2-0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.10 4-5 >821 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.30 4-5 >274 180 TCDL 10.0 Rep Stress Incr YES WB 0.01 Horz(CT) CT) 0.13 3 n/a n/a BCDL 10.0BCLL 0.0 ; Code IBC2015/TP12014 (Matrix-S) Weight:27 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 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=578/0-5-8,3=291/Mechanical,4=68/Mechanical Max Horz 6=29(LC 9) Max Uplift6=-227(LC 8),3=-135(LC 12) Max Grav6=578(LC 1),3=291(LC 1),4=136(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-510/279 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 8-0-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willoto PR DFF fit between the bottom chord and any other members. �C' rs 7)A plate rating reduction of 20%has been applied for the green lumber members. .GJ� �NGi NFF9 s>O2 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=135. •92s Q� 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)6.This connection is for uplift only411110 '..' and does not consider lateral forces. 'A /� 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and "gypsum sheetrock be applied directly to the bottom chord. �- L4,OREGON tx ��Q /Q14 '4°NON'` # � til�I y RRRIO- EXPIRES: 12/31/2017 August 4,2016 t I 1 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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/PH Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 18888_ANDERSON-CE 1 LO-3]01 HIP GIRDER K2243443 3 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:21 2016 Page 1 ID:zSZAaiD?FsSrni5 W OJNaKayrXVB-RSOR06wgNZhhGBYbn?SExK6Eprzuuo9HEKw5t4yrUQ4 I -2-0-0 1 3-1-12 I 5-5-11 5-01-111 10-1-0 I 14-2-5 I 17-0-4 I 20-2-0 I 22-2-0 I 2-0-0 3-1-12 2-3-15 6-6-0 4-1-5 4-1-5 2-9-15 3-1-12 2-0-0 Scale=1:41.8 0.25 12 6x6 = 3x8= 4x6= 4x6= 3x8 = 6x6= 1 2 3 q 7 8 9 F,rivsi ISZI 5 6a 6a 211 j 6 fj — 19 9 4_ 16 15 14 17 13 18 12 11 10 3x4 I I 6x6= 4x12 — 10x20 M18SHS= 4x12 = 6x6= 3x4 I I I 3-1-12 I 5-5-11 1 10-1-0 14-2-5 1f-8-5 17-0-4 1 20-2-0 I 3-1-12 2-3-15 4-7-5 4-1-5 I-6-0 2-3-15 3-1-12 Plate Offsets(X.Y)-- [3:0-3-8.0-1-8] [7:0-3-8.0-1-8].[13:0-10-0.0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.63 VertLL -0.49 13 >490 240 MT20 220/195 (Roof TCDLSnow=30000 Lumber DOL 1.15 BC 0.80 Vert(CT) -1.14 13 >209 180 M18SHS 220/195 BCLL 0.0 * Rep Stress InaNO WB 0.81 Horz(CT) 0.10 10 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:277 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 2X4 DF 2400F 2.0E G end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-6. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=2317/0-5-8,10=2317/0-5-8 Max Horz 16=-34(LC 6) Max Uplift 16=-626(LC 4),10=-626(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-2150/613,2-3=-5627/1269,3-4=-9896/2282,6-7=-9896/2282,7-8=-5627/1269, 8-10=-2150/613,4-19=-9994/2319,5-19=-10069/2331,5-20=-10069/2331, 6-20=-9994/2319 BOT CHORD 15-16=-100/373,14-15=-1247/5619,14-17=-3768/16180,13-17=-3768/16180, 13-18=-3768/16180,12-18=-3768/16180,11-12=-1279/5619,10-11=-68/355 WEBS 2-15=-1290/5493,3-15=-1888/475,7-12=-1124/4746,7-11=-1888/476,8-11=-1291/5493, 4-14=-620/216,6-12=-620/217,3-14=-1123/4746,5-14=-6207/1517,5-12=-6207/1520 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-4-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 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 � ��I] P R OF�ss connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. G NGIN'EF' /© 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 9 2, (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 w 4)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 89200PE 9' 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)Provide adequate drainage to prevent water ponding. « • /' 7)All plates are MT20 plates unless otherwise indicated. to 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4. OREGON ((j 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 �liI' 14 2°'1�` �� fit between the bottom chord and any other members. P 10)A plate rating reduction of 20%has been applied for the green lumber members. 41 R R I LN.- 11)One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)16 and 10.This connection is for uplift only and does not consider lateral forces. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 August 4,2016 4 r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1I-7473 rev.10/03/2015 BEFORE USE. 1+ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek+ is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7PI1 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 ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243443 18888_ANDERSON-CE_LO-3701 HIP GIRDER 1 3 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:21 2016 Page 2 I D:z5ZAaiD?FsSrni5 W OJNaKayrXVB-RSOR06wgNZhhGBYbn?SExK6EprzuUo9H EKw5t4yrUQ4 NOTES- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)759 lb down and 171 lb up at 5-11-11,and 759 lb down and 171 lb up at 14-2-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-80,2-19=-80,8-20=-80,8-9=-80,16-17=-20,17-18=-50(F=-30),10-18=-20,19-20=-160(F=-80) Concentrated Loads(Ib) Vert:19=-700(F)20=-700(F) r A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243444 18888_ANDERSON-CE_LO- 02 HIP GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:21 2016 Page 1 I D:z5ZAaiD?FsSrni5WOJNaKayrXV B-RSORO6wgNZhhGBYbn?SExK6Gmr?dUoW HEKw5t4yrUQ4 I -2-0-0 I 3-1-12 I 7-5-11 7-111-11 10-1-0 1 12-2-5 17-0-4 I 20-2-0 22-2-0 I 2-0-0 3-1-12 4-3-15 6 2-1-5 2-1-5 4-9-15 3-1-12 2-0-0 Scale=1:41.8 0.25 12 6x6= 4x8= 4x8= 6x6 = 6x6= 6x6= 1 17 3 7 18 8 9 IM rtiii- 4 1....111.11.51.11.11.1.11.111.1MM4111—: --_�Y 5 �� —_ °P 4 15 14 13 12 11 16 10 3x4 I I 6x6= 5x8= 12x20 M18SHS= 5x8= 6x6= 3x4 II I 3-1-12 I 7-5-11 1 10-1-0 1 12-2-5 1 -8- 17-0-4 20-2-0 I 3-1-12 4-3-15 2-7-5 2-1-5 0-641 4-3-15 3-1-12 Plate Offsets(X Y)-- [12:0-2-0.0-2-0] [14:0-2-8.0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.42 13 >563 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.69 Vert(CT) -1.00 13 >238 180 M18SHS 220/195 TCDL 10.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.09 10 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Wel 20% h g t:92 lb FT= BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, except BOT CHORD 2X4 DF 2400F 2.0E G end verticals,and 2-0-0 oc purlins(2-10-6 max.):4-6. WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-15,8-11:2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=1165/0-5-8,10=1165/0-5-8 Max Horz 16=-33(LC 10) Max Uplift16=-333(LC 8),10=-333(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-1115/342,2-17=-2529/475,3-17=-2528/475,3-4=-4261/824,6-7=-4261/824, 7-18=-2528/474,8-18=-2529/474,8-10=-1115/342,4-5=-4280/823,5-6=-4280/823 BOT CHORD 14-15=-463/2521,13-14=-1114/5860,12-13=-1114/5860,11-12=-485/2521 WEBS 2-15=-550/2609,3-15=-679/206,7-12=-366/1779,7-11=-679/207,8-11=-550/2609, 3-14=-367/1779,5-14=-1662/409,5-12=-1662/412 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 22-2-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ��RO P R Opo, 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. �� Gia NI /02 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. $9200PE 9t' 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 �j = , fit between the bottom chord and any other members. a10. 8)A plate rating reduction of 20%has been applied for the green lumber members. ! ., 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)16 and 10.This connection is for uplift OREGON only and does not consider lateral forces. -7G ALJ it'' 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. <Q '9y 14 SC) 04 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. M RRtt-N, EXPIRES: 12/31/2017 August 4,2016 1 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1• Design valid for use only with Woke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243445 18888_ANDERSON-CE_LO-3703 HIP GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:22 2016 Page 1 I D:z5ZAai D?FsSrniS W OJN aKayrXVB-veapDSxl8tpYtK7n KizTU XeM V EGe D L9 RT_geQ W yrU Q3 10-2-5 -2-0-0 I 3-1-12 I 7-5-11 7-11-1 9-11-11 101110 12-2-5 1 17-0-4 I 20-2-0 1 22-2-0 1 2-0-0 3-1-12 4-3-15 0-6-0 2-0-0 0-1-5 2-0-0 4-9-15 3-1.12 2-0-0 0-1-5 Scale=1:41.8 0.25 12 5x6= 5x8= 4x12 = 4x12= 5x8= 5x6= 1 2 19 3 5 8 9 20 10 11 mono. a • 7 . ,IFNI f e, �� I LI 4 TIM Ado 1817 16 15 14 13 12 3x6 I I 5x6= 4x12= 12x20 M18SHS= 4x12 = 5x6= 3x6 I I I 3-1-12 I 7-5-11 1 10-1-0 1 12-2-5 1R-8-5 17-0-4 I 20-2-0 I 3-1-12 4-3-15 2-7-5 2-1-5 0-6-0 4-3-15 3-1-12 Plate Offsets(X.Y)-- [2:0-1-12.0-2-4].[3:0-3-8.0-2-8].[9:0-3-8.0-2-8].[10:0-1-12.0-2-4].[13:0-2-0.0-2-4].[14:0-3-4.0-1-8].[16:0-5-4.0-1-8].[17:0-2-0.0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.61 15 >390 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.96 Vert(CT) -1.31 15 >182 180 M18SHS 220/195 TCDL 10.0 Rep Stress lncr YES WB 0.44 Horz(CT) 0.11 12 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Weight:98 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-5-7 oc purlins, except BOT CHORD 2X4 DF 2400F 2.0E G end verticals,and 2-0-0 oc purlins(2-2-0 max.):4-7. WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 2-17,9-14,10-13,3-16:2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 18=1376/0-5-8,12=1376/0-5-8 Max Horz 18=-32(LC 8) Max Upliftl8=-414(LC 8),12=-414(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-18=-1318/473,2-19=-3124/894,3-19=-3123/895,3-4=-5858/2102,7-9=-5862/2117, 9-20=-3122/896,10-20=-3123/896,10-12=-1318/475,4-6=-5891/2121,6-7=-5895/2136 BOT CHORD 16-17=-903/3114,15-16=-2789/8102,14-15=-2789/8102,13-14=-909/3113 WEBS 2-17=-943/3182,3-17=-845/310,9-14=-1252/2814,9-13=-845/311,10-13=-945/3180, 3-16=-1238/2809,6-16=-2329/1000,6-14=-2324/994 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 22-2-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 cktD PR°Fe 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs �NGI N�F�,� non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 9 5)All plates are MT20 plates unless otherwise indicated. 892OOPE r6)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. ( CC_ 9)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)18 and 12.This connection is for uplift OREGON 4// only and does not consider lateral forces. - _ , ,�0, 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. '�� '9Y 1 �d �4 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Ri' '11 Rl l ti- EXPIRES: 12/31/2017 August 4,2016 a I MINIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �* a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord member only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243446 18888_ANDERSON-CE_LO-3704 Common 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:23 2016 Page 1 I D:zSZAai D9 FsSrn i5 W OJ Na KayrXV B-Ng7B RoxwvAxp V U hzuQU i0I BZgeiryn8aiePByzyrUQ2 -2-0-0 I 5-2-4 I In-1-0 I 14-11-12 19-841 2-0-0 5-2-4 4-10-12 4-10-12 4-8-12 1 Scale=1:36.7 0.25 12 5x8= 4x4= 5x6= 4x4= 5x8= 1 2 12 3 4 5 13 6 . 'E+ L N e o N S —� e �_ IM 10 9 85x6= 11 7 4x4 15x6= 4x8= 4x4 II 1 5-2-4 I 10-1-0 14-11-12 19-8-8 I 5-2-4 4-10-12 4-10-12 4-8-12 Plate Offsets(X.Y)-- [2:0-3-4.0-2-4].[7:Edge.0-3-8].[8:0-2-0.0-2-4].[10:0-2-0.0-2-4] TCLLOADING(Ps30.0 SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.35 9 >671 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.57 Vert(CT) -0.82 9-10 >285 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:86 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 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except` MiTek recommends that Stabilizers and required cross bracing 2-10,6-8:2X4 DF No.1&Btr G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=1152/0-5-8,7=961/Mechanical Max Horz 11=34(LC 9) Max Uplift11=-309(LC 8),7=-187(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-1066/329,2-12=-3527/649,3-12=-3526/650,3-4=-4311/798,4-5=-4312/798, 5-13=-3417/650,6-13=-3422/649,6-7=-879/212 BOT CHORD 10-11=-71/261,9-10=-666/3518,8-9=-666/3414,7-8=-73/298 WEBS 3-10=-514/178,5-8=-554/186,3-9=-239/805,5-9=-244/911,2-10=-615/3309, 6-8=-604/3177 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 19-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;C1=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs � ¢Ep PRO non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. �Gj VNGI NEFg /0 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,C? �i� 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 4t' 89200PE �' fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 4P ..-- ..- 8)Refer to girder(s)for truss to truss connections. OW 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)7=187. u - 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)11.This connection is for uplift only 7 OREGON and does not consider lateral forces. '''A '\ � P`� / G 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and "gypsum sheetrock be applied directly to the bottom chord. /� '9y 14 2�1Q`� � R� RILL EXPIRES: 12/31/2017 August 4,2016 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors,This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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/7911 Quality Criteria,DSB-89 and BCE Building 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 ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243447 18888_ANDERSON-CE_LO-37CG DIAGONAL HIP GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:23 2016 Page 1 I D:z5ZAai D?FsS rn i5 W OJ NaKayrXVB-Nq7 BRoxwvAxPV U hzu Q U i0l Ba RekHypzaiePByzyrU Q2 -2-9-15 4-2-3 I 8-4-5 I 13-5-6 14_1_1q 2-9-15 4-2-3 4-2-2 5-1-1 0-6-4 Scale=1:33.2 0.18 V 4x4= 4x4 = 4x6 II 1 2 3 410 5 6 I31' - Ba Io ®E �-- di - -?til ll-8 7 9 3x4 II 4x4= 6x6= I 4-2-3 I 8-4-5 4-2-3 4-2-2 Plate Offsets(X Y)-- [7:0-3-0.0-4-0] LTCLLOADING(Ps30.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.03 7-8 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.42 Vert(CT) -0.07 7-8 >999 180 BCLL 0.0 * Rep Stress InaNO WB 0.34 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:53 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 G end verticals. WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-7:2X6 DF No.2 G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=567/0-7-6,4=724/0-2-2,5=267/0-2-2 Max Horz 9=20(LC 5) Max Uplift9=-240(LC 4),4=-192(LC 8),5=-116(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-517/234,2-3=-757/113 BOT CHORD 7-8=-117/756 WEBS 2-8=-119/769,3-8=-115/433,3-7=-772/119,4-7=-94/498 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4,2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category Ii;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. �O PR OFA 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <(, cS 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 ��9� GI NEER s/0 fit between the bottom chord and any other members. / 7)A plate rating reduction of 20%has been applied for the green lumber members. �� 92•OP 9f 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. /w/ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)4=192. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)9 and 5.This connection is for uplift only and does not consider lateral forces. �- 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. A OREGON 4/CC 12)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. _r7 • 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /O '9y 14 24N � P4 LOAD CASE(S) Standard ��R RI L'- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12/31/2017 Continued on page 2 August 4,2016 t I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1-7473 rev.10/03/2015 BEFORE USE. i. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall +� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243447 18888_ANDERSON-CE_LO-DCG DIAGONAL HIP GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:23 2016 Page 2 ID:z5ZAai D?FsSrni5W OJNaKayrXVB-Ng7BRoxwvAxPVUhzuQUioIBaRekHypzaiePByzyrUQ2 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-80,4-6=-80 Trapezoidal Loads(plf) Vert:9=0(F=10,B=10)-to-7=-209(F=-95,B=-95) � I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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/TPIl Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 18888_ANDERSON-CE_LO-37J1 Jack-Open 4 1 K2243448 Pacific Lumber&Truss Co., Beaverton,OR 97005 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:24 2016 Page 1 ID:z5ZAaiD?FsSrni5WOJNaKayrXVB-r1 hZeayYgU3G7eGAS7?xZykq?29?hLWkw191UPyrUQ 1 2-0-0 1-11-11 1-11-11 1 0.2513x4 II Scale=1:9.1 2 6 3 N � \` d 2/ 4 5 3x4 II I 1-11-11 1-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TOLL 30.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 (Roof Snow=30.0) TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=364/0-5-8,3=-6/Mechanical,4=-5/Mechanical Max Horz 5=-24(LC 10) Max Uplift5=-199(LC 8),3=-57(LC 18),4=-8(LC 18) Max Gray 5=364(LC 1),3=18(LC 8),4=28(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-323/216 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-11-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1,00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��d0© PR OFFS 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. �\� �GGINEz-• 4"/ 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. $9200 PE t- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5 and 4.This connection is for uplift only and does not consider lateral forces. ,_ Alp 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • "...OREGON �tv0 6 'Q)' 14 rIP MFRR EXPIRES: 12/31/2017 August 4,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job - Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243449 18888_ANDERSON-CE_LO-DJ2 JACK-OPEN 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:24 2016 Page 1 ID:z5ZAai D?FsSrni5W OJNaKayrXVB-r1 hZe8yYgU3G7eGAS7?xZykgJ29chLNkw19IUPyrUQ 1 -2-0-0 I 3-11-11 I 2-0-0 3-11-11 0.25 12 Scale:1"=1' 1 7 2 3x4- 8 3 of _r4411° o ��1 5 4 3x4 6 1.5x4 II I 2-0-0 I 3-11-11 I 2-0-0 1-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.01 5 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert(CT) -0.03 5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.01 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 (Matrix-M) Weight:17 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=409/0-5-8,3=102/Mechanical,4=38/Mechanical Max Horz 6=24(LC 9) Max Uplift6=-188(LC 8),3=-50(LC 12) Max Gray 6=409(LC 1),3=102(LC 1),4=75(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=-371/234 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _0) PROEM:(� 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 cS fit between the bottom chord and any other members. Gj� �cNGINFF9 SS 7)A plate rating reduction of 20%has been applied for the green lumber members. w� *9 8)Refer to girder(s)for truss to truss connections. ct' 89200PE r 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)6 and 4.This connection is for uplift only and does not consider lateral forces. © /� • 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. CC - ,/OREGON R lv <O -1V 14 (4°N. EXPIRES: 12/31/2017 August 4,2016 4 ) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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/V.11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 !Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243450 18888_ANDERSON-CE_LO-E01 Half Hip Girder 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:25 2016 Page 1 ID:z5ZAaiD?FsSrni5WOJNaKayrXVB-J DFyrUzARoB7korMOrXA5AGVMSLtQcJt9yulOryrUQO I -1-6-8 1-3 3-6-7 319 7-11-5 I 12-4-2 17-0-8 I 1-6-0 0-3-b 3-6-7 0-3-b 4-1-14 4-4-14 4-8-6 Scale=1:34.2 • 0.25 12 4x4 = 5x8= 4x8= 4x6= 4x4 II 1 2 _°.— 3 CC 815<I 19 D<J 4 20 EI 5 21 22 H° � �H I- E - ° nn fl fl nn fli [I[ R(l °,1 11 10 12 13 14 9 15 8 16 17 7 1.5x4 I I 4x12= JL24 1.5x4 JL24 4x4= JL24 JL24 4x6= JL24 JL24 JL24 I 3-6-7 319-7 7-11-5 I 12-4-2 I 17-0-8 I 3-6-7 0-3-b 4-1-14 4-4-14 4-8-6 Plate Offsets(X Y)-- [2:0-3-8 0-3-0] [6:Edge.0-3-8] [10:0-4-8.0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.29 8-9 >684 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.73 Vert(CT) -0.65 8-9 >309 180 TCDL 10.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.00 7 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:149 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 2X4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(5-6-3 max.):3-6. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:10-11. REACTIONS. (lb/size) 2=1549/0-3-8,7=1485/Mechanical Max Horz 2=-41(LC 6) Max Uplift2=-525(LC 4),7=-432(LC 4) Max Gray 2=1549(LC 1),7=1494(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3428/1045,6-7=-399/174,3-18=-3463/1071,18-19=-3480/1078,4-19=-3499/1088, 4-20=-5796/1675,5-20=-5796/1675,5-21=-511/159,21-22=-511/159,6-22=-511/159 BOT CHORD 10-12=-2097/7290,12-13=-2097/7290,13-14=-2097/7290,9-14=-2097/7290, 9-15=-2097/7290,8-15=-2097/7290,8-16=-1656/5796,16-17=-1656/5796, 7-17=-1656/5796 WEBS 2-10=-1088/3610,5-8=0/380,4-10=-3868/1092,4-8=-1521/476,5-7=-5372/1541 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 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 tc.. PR O� str connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Cj NG,INEF fO. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 9 (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 4)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 • 89200PE. v- 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)Provide adequate drainage to prevent water ponding. ��. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. fl 1�r • Q 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 1L -O- ON (k � fit between the bottom chord and any other members. /�"�7,9y 14 20\ 9)A plate rating reduction of 20%has been applied for the green lumber members. �Q. 10)Refer to girder(s)for truss to truss connections. MFR R ILL 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=432. 12)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and does not consider lateral forces. EXPIRES: 12/31/2017 13)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. Continued on page 2 August 4,2016 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 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 ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243450 18888_ANDERSON-CE_LO-3=01 Half Hip Girder 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:25 2016 Page 2 I D:z5ZAai D?FsSrn i5 W OJNaKayrXV B-J D FyrUzARoB7korMOrXA5AGvMS LtQcJt9yu I OryrU Q0 NOTES- 14)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 17)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 4-0-12 from the left end to 16-0-12 to connect truss(es)to back face of bottom chord. 18)Fill all nail holes where hanger is in contact with lumber. 19)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)247 lb down and 166 lb up at 3-11-4,228 lb down and 155 lb up at 6-0-12, 179 lb down and 150 lb up at 8-0-12,137 lb down and 134 lb up at 10-0-12,179 lb down and 150 lb up at 12-0-12,and 179 lb down and 150 lb up at 14-0-12,and 179 lb down and 150 lb up at 16-0-12 on top chord,and 184 lb down and 133 lb up at 3-8-11 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-80,2-6=-80,7-11=-20 Concentrated Loads(Ib) Vert:9=-15(B)4=-139 8=-15(B)5=-139 12=-184 13=-15(B)14=-15(B)15=-15(B)16=-15(B)17=-15(B)18=-73 19=-188 20=-97 21=-139 22=-139 t 1 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCE Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 18888_ANDERSON-CE_LO-3=02 HALF HIP GIRDER 1 1 K2243451 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:26 2016 Page 1 ID:zSZAaiD?FsSrni5WOJNaKayrXVB-nPpK3q_pC5K MyQYZY2PeNp4Dsgb93W1OcesZHyrUQ? I -1-9-8 1-3 3-6-7 31q- 5-10-3 7-11-5 I 12-4-2 17-0-8 i 1-6-0 0-3-8 3-6-7 0-3-u 2-0-12 2-1-2 4-4-14 4-8-6 Scale=1:34.2 0.25 12 5x8= 4x6 = 1 2 13 4 4x8= 4x6= 4x4 II � i.^ -------- 0 14 1 5 [51 �I. ) 15 ... i E 12 11 10 9 8 1.5x4 I I 4x12= 1.5x4 H 4x4= 4x8= I 3-6-7 — 349- 7-11-5 I 12-4-2 17-0-8 I 3-6-7 0-3-5 4-1-14 4-4-14 4-8-6 Plate Offsets(X.Y)-- [2:0-3-8.0-3-0].[7:Edge.0-3-8].[11:0-5-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof TCLL 30.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.36 9-10 >564 240 MT20 220/195 TCDLSnow=3000)0 Lumber DOL 1.15 BC 0.83 Vert(CT) -0.81 9-10 >249 180 BCLL 0,0 Rep Stress lncr YES WB 0.80 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:77 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(3-1-11 max.):3-7. WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 5-6-13 oc bracing. 2-11:2X4 DF No.1&Btr G WEBS 1 Row at midpt 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1146/0-3-8,8=881/Mechanical Max Horz 2=-39(LC 10) Max Uplift2=-285(LC 9),8=-223(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-2337/990,3-13=-2332/991,3-14=-2435/1089,5-14=-2445/1088,5-6=-3533/970, 6-15=-290/85,7-15=-290/85 BOT CHORD 10-11=-1441/4561,9-10=-1441/4561,8-9=-937/3533 WEBS 2-11=-1087/2532,3-11=-374/358,6-9=-32/268,5-11=-2161/543,5-9=-1046/513, 6-8=-3296/899 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-9-8 to 1-2-8,Interior(1)1-2-8 to 16-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Ep P R QF 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 St� �str 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs \cJ �V 4 k.9 /a non-concurrent with other live loads. 2, 4)Provide adequate drainage to prevent water ponding. p1:92. 92i 9< 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 will fit between the bottom chord and any other members. ® 41111p . 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. / ��OREGON 40 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=223. A. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only ,Q Y 14 20 -tk �- and does not consider lateral forces. os,P 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 49FRRIO- 12) No"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. EXPIRES: 12/31/2017 August 4,2016 1 e ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1, Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 Jobruss Truss Type Qty Ply ANDERSON HOMES-CORRIN ESTATES LOT#3 18888_ANDERSON-CE_LO- 03 HALF HIP GIRDER 1 1 K2243452 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 8 Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:26 2016 Page 1 ID:z5ZAaiD?FsSrni5 WOJNaKayrXVB-nPpK3q_pC5K_MyQYZY2PeN p5Eskp92x1 OcesZHyrUQ? 1 -1-9-8 q-3 3-e-7 319- '� 7-10-3 7- -5 12-4-2 I 17-0-9 I 1-6-0 0-3-8 3-6-7 0.3-u 4-0-12 0-i-2 4-4-14 4-8-6 Scale=1:34.2 0.25 12 5x8= 4x4= 4x6 5x8 = 4x4 II 1 2 12 3 M e I 5 13 `- e u r 6 4 ---------- L-----------F .- H I 11 10 9 4x8- 8 7 3x4 II 4x12 = 1.5x4 i I 4x6= 3-6-7 319-' 7-3-5 17-11-5I 12-4-2 17-0-8 I 3-6-7 0-3- 3-5-14 0-8-0 4-4-14 4-8-6 Plate Offsets(X.Y)-- [2:0-3-8.0-3-0].[6:Edge.0-3-8].[10:0-3-8.0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.20 8-9 >995 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.56 Vert(CT) -0.50 8-9 >403 180 TCDL 10.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.00 7 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:76 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(3-4-1 max.):4-6. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1001/0-3-8,7=829/Mechanical Max Horz 2=-40(LC 10) Max Uplift2=-253(LC 8),7=-202(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-1851/453,3-12=-1848/453,3-4=-2815/667,4-5=-2870/693 BOT CHORD 9-10=-462/1847,8-9=-740/3000,7-8=-740/3000 WEBS 2-10=-475/1896,3-10=-556/194,5-7=-2833/690,3-9=-221/1015 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)-1-9-8 to 1-2-8,Interior(1)1-2-8 to 16-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �� P �srs 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs EQ OF non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. �� ENGINE..9 fQ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i� 2T' 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 Cc- 9200P t' fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=202. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only OREGON Iv and does not consider lateral forces. -11 tk 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. ��Q � 14y`Z0 `j,,�� 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q) 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. FR R%%_'' 14)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. EXPIRES: 12/31/2017 August 4,2016 1, A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 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 r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 i. Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243453 18888_ANDERSON-CE_LO-E04 HALF HIP GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:27 2016 Page 1 I D:z5ZAa i D?FsSrni5 W OJ Na KayrXV B-GcN i G9?RzPSr_6?I7FZeB bM D BF2du U UAcGN P5 kyrUQ_ I -1-9-8 1-3 3-6-7 314. 7-10-1 71)-5 9-10-1 1 12-4-2 I 17-0-8 I 1-6-0 0-3-8 3-6-7 0-3-b 4-0-12 0-i-2 1-10-14 2-5-15 4-8-6 Scale=1:34.2 0.25 12 8x12= 3x8= 4x8= 1 13 3 5 4x8 = 4x4 II WI loyA 14 �/ 6 op/ 15 �/ ►I ti o _- �r N _ A J e N 12 11 10 9 8 3x4 II 4x12 = 4x12= 1.5x4 II 4x8= I 3-6-7 318-F7-3-5 7-11-51 12-4-2 I 17-0-8 I 3-6-7 0-3-u 3-5-14 0-8-0 4-4-14 4-8-6 Plate Offsets(X.Y)-- [2:0-3-8.Edge].[3:0-3-8.0-1-8] [6:0-1-12.0-1-8].[7:Edge 0-3-8].[11:0-3-8.0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.25 9-10 >790 240 MT20 220/195 (Roof TCDLSnow=3000)0 Lumber DOL 1.15 BC 0.65 Vert(CT) -0.59 9-10 >342 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:79 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(2-7-11 max.):4-7. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1111/0-3-8,8=937/Mechanical Max Horz 2=39(LC 9) Max Uplift2=-294(LC 8),8=-245(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-2115/690,3-13=-2110/690,3-4=-3577/1502,4-14=-3680/1610,6-14=-3692/1609 BOT CHORD 10-11=-653/2110,9-10=-1239/3532,8-9=-1239/3532 WEBS 2-11=-666/2144,3-11=-625/239,6-8=-3357/1217,4-10=-394/392,3-10=-854/1541, 6-10=-329/203 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)-1-9-8 to 1-2-8,Interior(1)1-2-8 to 16-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ��© PROFF 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs cS non-concurrent with other live loads. � ��GINE.F9 /9 4)Provide adequate drainage to prevent water ponding. ,.,4:-/ __NJ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE -9c" 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. �� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=245. OREGON ��Q 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only pr and does not consider lateral forces. /� '9y 14 2.°N -1(.. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. Air �v' 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. *"/`�R R I I-• 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. EXPIRES: 12/31/2017 August 4,2016 f r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mi1-7473 rev.10/03/2015 BEFORE USE. 1, Design void for use only with Mick®connectors.This design is based only upon parameters shown,and is for an individual building component,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/TPIT 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 1 Truss Truss Type Qty Ply ANDERSON HOMES-CORRIN ESTATES LOT#3 18888_ANDERSON-CE_LO-E05 HALF HIP GIRDER 1 1 K2243454 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:27 2016 Page 1 ID:zSZAaiD?FsSrni5WOJNaKayrXVB-GcNiG9?RzPSr_6?I7FZeBbME1 F6muVOAcGNP5kyrUQ_ 7-11-5 1 -1-9-8 9-3 3-6-7 31.9-7 7-3-5 7-10-311 11-2-3 11-10-31 17-0-8 1-6-0 0-3-6 3-6-7 0-3-) 3-5-141 0- 6-1411 3-2-14 0-8-0 8-Y-5 0-1-2 Scale=1:34.2 0.25 8x12= 4x4= 3x4= 4x12 II 1 2 12 3 4 4x4 v i Ir 13 e . i I . a Y c? L 11 10 9 8 7 1.5x4 II 4x12 = 4x4= 3x4= 4x6= I 3-6-7 319-g 7-3-5 17-11-51 11-2-3 1 17-0-8 1 3-6-7 0-3- 3-5-14 0-8-0 3-2-14 5-10-5 Plate Offsets(X(,Y)-- [2:0-3-8.Edge].[6:Edge.0-3-8].[10:0-3-8.0-2-0] TCLLOADING(Ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.16 8-9 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.37 8-9 >541 180 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code IBC2015TTP12014 (Matrix-M) Weight:77 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-6. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1001/0-3-8,7=829/Mechanical Max Horz 2=-38(LC 10) Max Uplift2=-291(LC 8),7=-129(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-1871/410,3-12=-1868/411,3-4=-2834/611,4-5=-2475/447 BOT CHORD 9-10=-390/1867,8-9=-587/2831,7-8=-460/2421 WEBS 2-10=-403/1921,3-10=-533/174,3-9=-217/1005,5-8=0/268,4-8=-376/190, 5-7=-2245/410 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-9-8 to 1-2-8,Interior(1)1-2-8 to 16-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 t�E0 PR©P 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs is non-concurrent with other live loads. „.,_ txG[NF�9 cSja, 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� -9200 P r" 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitA between the bottom chord and any other members. j� 7)A plate2 rating reduction of 20%has been applied for the green lumber members. i 8)Refer to girder(s)for truss to truss connections. ...- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=129. Q OREGON 4 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only A_ and does not consider lateral forces. L"? `�.9Y 14 �0'��` 4 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. V• .,.12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. R 111%.-V. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. EXPIRES: 12/31/2017 August 4,2016 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. M11 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall S building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANDERSON HOMES-CORBIN ESTATES LOT#3 18888_ANDERSON-CE LO-3=06 HALF HIP GIRDER 1 1 K2243455 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:28 2016 Page 1 ID:zSZAaiD?FsSrni5WOJNaKayrXVB-kox4UV?3kjaibFaxhz4tjouLefPgdw5Jrw7ycAyrUPz 7-11-5 ' -1-9-8 -O-3 3-6-7 319-7 7-3-5 10-3 11-2-3 1-10- 17-0-8 1.6-0 0-3- 3-8-7 0-3- 3-5-14 -6-1411 3-2-14 1 0-8-0 5-2-5 0-1-2 Scale=1:35.4 0.25 12 8x12= 3x8= 3x4= 8x8 = 2 13 3 4 6 5x8 M18SHS I I 1 ° -V-O I' 1 p 14 15 ., o w Y A M r M J 0 12 11 10 9 8 3x4 H 4x12 = 3x8= 3x4= 4x8= I 3-6-7 31917 7-3-5 T-11-51 11-2-3 I 17-0-8 3-6-7 0-3-0 3-5-14 0-8-0 3-2-14 5-10-5 Plate Offsets(X.Y)-- [2:0-3-8.Edge] [3:0-3-8 0-1-8] [5;0-4-0 0-2-12].[7:0-4-0 0-1-8].[10:0-3-8.0-1-8].[11:0-3-8.0-1-12] TCLLLOADING(PS30.0) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.22 9-10 >920 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.47 9-10 >428 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:79 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(2-2-0 max.):5-7. WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 5-7-14 oc bracing. 7-8:2X4 DF No.1&Btr G WEBS 1 Row at midpt 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1104/0-3-8,8=1434/Mechanical Max Horz 2=39(LC 30) Max Uplift2=-344(LC 8),8=-439(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-2176/608,3-13=-2174/608,3-4=-3373/1009,4-5=-3508/1382,7-8=-656/297, 5-14=-465/209,14-15=-475/213,7-15=-502/218 BOT CHORD 10-11=-571/2172,9-10=-968/3369,8-9=-1395/3502 WEBS 2-11=-609/2234,3-11=-638/244,4-10=-266/140,3-10=-415/1249,5-9=-41/266, 4-9=-502/401,5-8=-3112/1263 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-9-8 to 1-2-8,Interior(1)1-2-8 to 16-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EO PR(?F 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ,`�� £sc� 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs '.3 � 71]NF�'9 �0 � non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. Q 89200PE 'St" 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "41...."......: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. © •. ,fr,,. 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. "9L 4.OREGON ' A 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=439. /© '9Y 14 2.0 -r"11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only A� 'e)''.and does not consider lateral forces. MER,R«-'- 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/31/2017 15)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. August 4,2016 Continued on page I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. 1+ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milt:k* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 t Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 Job Reference(optional) 18888_ANDERSON-CE LO-E06 HALF HIP GIRDER K2243455 1 1 Pacific Lumber&Truss Co., NOTES- Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:28 2016 Page 2 I D:zSZAaiD7FsSrni5WOJNaKayrXVB-kox4UV?3kjaibFaxhz4tjouLefPgdw5Jrw7ycAyrUPz 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)285 lb down and 351 lb up at 13-11-4,and 342 lb down and 253 lb up at 16-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-80,2-6=-80,8-12=-20,5-7=-80 Concentrated Loads(Ib) Vert:14=-208 15=-302 t A ter. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7P11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243456 18888_ANDERSON-CE_LO-ECG Diagonal Hip Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:29 2016 Page 1 ID:z5ZAaiD?FsSrni5WOJNaKayrXVB-C VShr0hVOiYDP97Fgb6GORdE3tIMcpT4asW8cyrUPy 1 -7-6-6 -1-3r9 2-7-10 1 5-3-3 51-8-8 8-5-1 1 11-3-0 i 14-0-15 i 16-10-14 1 19-R-13 p0-9-01 2-2-14 0-3-8 2-7-10 2-7-10 0-5-b 2-8-14 2-9-15 2-9-15 2-9-15 2-9-15 0-11-4 Scale:1/4"=1' Special 0.18 12 Special 5x6= 1.5x4 H 3x4= 3x4= 1 2 3 4 5 6 7 8 9 10 11 11 O0 lJ Id 4 0 111 Y 15 14 13 3x4 II 3x8= 3x4 I I LSSH15-TZ Special 1 2-7-10 1 5-3-3 I 20-8-2 I 2-7-10 2-7-10 15-4-15 Plate Offsets(X.Y)-- [2:0-2-8.0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.00 13 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.01 13 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.06 Horz(CT) -0.00 12 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins, except BOT CHORD 2X6 DF No.2 G end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-2-2 except(jt=length)2=0-3-8,12=Mechanical,5=0-4-4. (Ib)- Max Horz 2=31(LC 5) Max Uplift All uplift 100 lb or less at joint(s)12,5,11 except 2=-205(LC 4), 6=-103(LC 4),7=-103(LC 4),9=-103(LC 4),10=-103(LC 4) Max Gray All reactions 250 lb or less at joint(s)12,5,6,7,9,10,11 except 2=444(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. AO PR QFe 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will cos �NGI NE'�t q std fit between the bottom chord and any other members. <2,,, � 2'9 7)A plate rating reduction of 20%has been applied for the green lumber members. tr 8920QRE �- 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6,7,9,10,11. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12. • 40IP • E 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,5,6,7,9,10,and 11.This issi Cr connection is for uplift only and does not consider lateral forces. F OREGON 4V 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,5. ' I 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. <0 '9Y 14 2O �}^ 14)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. /1r/ ' R 15)Use USP LSSH15-TZ(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-9-8 from the left end to connect truss(es) F{RI t. to front face of bottom chord,skewed 45.0 deg.to the left,sloping 0.0 deg.down. 16)Fill all nail holes where hanger is in contact with lumber. 17)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)64 lb down and 77 lb up at 2-9-8, EXPIRES: 12/31/2017 Continued g66 lbon downage land 77 lb up at 2-9-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. August 4,2016 I I a. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job 4 Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243456 18888_ANDERSON-CE_LO-ECG Diagonal Hip Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:29 2016 Page 2 ID:z5ZAaiD?FsSrniSWOJNaKayrXVB-C_VShrOhVOIYDP97Fgb6GORd E3tIMcpT4asW8cyrUPy NOTES- 18)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:1-2=-80,2-12=-80,13-15=-20 Concentrated Loads(Ib) Vert:14=18(F=9,B=9)3=154(F=77,B=77) • • 1 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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/TPIl 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 ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243457 18888_ANDERSON-CE_LO-EJ1 JACK-OPEN 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:29 2016 Page 1 ID:zSZAai D7FsSrni5 WOJNaKayrXVB-C_VShrOhVOiYDP97Fgb6GORiU3twMcUT4asW8cyrUPy I -1-9-8O-0-2 1-11-11 I 1-9-8 0-0-12 1-10-15 1 0.25 12 3x4= Scale=1:10.0 2 3 9 4 \,,)( y/ C) ),X 7 6 5 1.5x4 I I 3x4 8 0- 2 1-11-11 0---2 1-10-15 TCLLOADING(ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.14 Vert(LL) 0.00 8 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=37/Mechanical,5=17/Mechanical,2=286/0-3-8 Max Horz 2=4(LC 8) Max Uplift4=-27(LC 18),2=-145(LC 8) Max Gray 4=37(LC 1),5=35(LC 3),2=286(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-9-8 to 1-2-8,Interior(1)1-2-8 to 1-11-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.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. ��¢�° PROFen 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. �GJ NCIN EF ,� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. �� �� 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5 and 2.This connection is for uplift L� `92QaPE t' only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. IIPIP �j,,,i 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. y4i OREGON L <Q ' y 14 2.°N �.�, 41.1}' R 11-k-1 EXPIRES: 12/31/2017 August 4,2016 t I ®WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 1(2243458 18888_ANDERSON-CE_LO-n01 Monopitch Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:30 2016 Page 1 ID:z5ZAaiD?FsSrni5WOJNaKayrXVB-gB2rvB1JFKgPrZkJo06LoD_r3TC653PcJEc3h3yrUPx -2-0-0 2-0-0 I 12-4-0 13-4-0 12-4-0 1-0--0-0 Scale=1 :.5.2 11 10 3.00 12 9 r r 8 A li 7 I r 6 r 5 A V 4 r Y o ;S 3 P 23 r 2 r 22 21 20 19 18 17 16 15 14 13 3x8 I I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.00 12 n/r 120 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert(CT) -0.01 12 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT) CT) 0.00 13 n/a n/a BCDL 10.0BCLL 0.0 * Code IBC2015/TPI2014 (Matrix) Weight:64 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 2X4 DF No.1&Btr G end verticals. WEBS 2X6 DF No.2 G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 11-13:2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2X4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-4-0. (Ib)- Max Horz 22=188(LC 11) Max Uplift All uplift 100 lb or less at joint(s)13,18,19,20,17,16,15,14 except 22=-154(LC 10),21=-106(LC 20) Max Gray All reactions 250 lb or less at joint(s)13,18,19,20,21,17,16,15,14 except 22=388(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-22=-336/324 NOTES- 1)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-2-0-0 to 1-0-0,Exterior(2)1-0-0 to 13-4-0 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 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=,., ¢ p P R�Pk- 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs J .AGI N EF9 /0 non-concurrent with other live loads. CD 6)All plates are 1.5x4 MT20 unless otherwise indicated. ct� 89200PE y't,,• 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 1-4-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O �� 11)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will O ON fit between the bottom chord and any other members. 1L t, ki 12)A plate rating reduction of 20%has been applied for the green lumber members. <0 '9y 14 `L(`1.0+' 13)n/a MFR R I LA- 14)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 August 4,2016 I 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job -* Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243459 'I18888_ANDERSON-CE_LOT_3 002 Monopitch 4 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 Run:7.610 s Mar 27 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Thu Aug 04 13:37:54 2016 Page 1 I D:z5ZAai D7 FsS rni5 W OJ N aKayrXV B-g UZi30kTBJ 7hth7ZMdI76h L71 H R3g7J Nsa KV FuyrB D R I -2-0-0 I 7_5-4 I 12-4-0 I 13-4-0 I 2-0-0 7-5-4 4-10-12 1-0-0 Scale=1:25.2 3x4 II 6 5 15 3.0012 3x4 4 14 Oil WOIf 3x4% A 3 13 11.11 2 110 0 I • I x\ 3x8 III 1.5x4 II 7 3x4= 7-5-4 I 12-4-0 I 7-8-4 4-10-12 Plate Offsets(X,Y)-- [2:0-5-2.0-1-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.04 8-11 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.13 8-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.02 7 n/a n/a BCLL 0.0 ' Code IBC2015/fP12014 (Matrix-S) Weight:55 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 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 DF No.1&Btr-G 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=778/0-5-8,7=692/0-5-8 Max Horz 2=176(LC 13) Max Uplift2=-244(LC 10),7=-195(LC 14) Max Gray 2=813(LC 21),7=836(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-330/63,3-13=-329/71,3-14=-993/186,4-14=-941/193,5-7=-334/141 BOT CHORD 2-8=-226/963,7-8=-226/963 WEBS 4-8=0/262,4-7=-1051/270 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 13-4-0 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 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ����© P OF�ss non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Cj NG]NEA. !� 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 9 2 fit between the bottom chord and any other members. �� $92��PE '3�" 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 7.This connection is for uplift ' only and does not consider lateral forces. • i 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum .�r.. sheetrock be applied directly to the bottom chord. OREGON , /0 • , �� �qY 14 4* �FRRP1-\-�' EXPIRES' 12/31/2017 August 4,2016 1 if ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MIK Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243460 18888_ANDERSON-CE_LO-X3303 MONO TRUSS 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:31 2016 Page 1 I D:z5ZAaiD?FsSrni5WOJNaKayrXVB-8NcD6X2x0eyGTjJ WM5daLRW?3tW?o RMmXuLdDVyrUPW -2-0-0 11-9-8 I 2-0-0 11-9-8 Scale=1:24.9 5 6 3.00 12 3x4% 16 4 w 15 3x4% 3 14 ONO 2 SO I e II g 8 1.5x4 I I 3x6=7 5x6 I I I 1198 1 11-9-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.04 9-12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.13 9-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.02 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-S) Weight:52 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 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 DF No.1&Btr-G 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=750/0-5-8,8=590/Mechanical Max Horz 2=163(LC 13) Max Uplift2=-241(LC 10),8=-152(LC 14) Max Gray 2=790(LC 21),8=703(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-333/58,3-14=-332/67,3-15=-907/176,4-15=-887/183 BOT CHORD 2-9=-225/880,8-9=-225/880 WEBS 4-9=0/255,4-8=-996/252 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 11-9-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs 1� non-concurrent with other live loads. E.0 PR°Fe 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� GINE 9 s/29 6)*This truss has been designed fora 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 �Gj N F ,„ fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. CC 89200PE 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)except(jt=lb)8=152. /�..r7 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only 1 liir • and does not consider lateral forces. v : a4 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/"gypsumA_OREGON 1(/ sheetrock be applied directly to the bottom chord. �L "� Ix /6 A/)' 14 (4°N Q, EXPIRES: 12/31/2017 August 4,2016 i mil. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and 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 ANDERSON HOMES-CORBIN ESTATES LOT#3 18888_ANDERSON-CE_LO-3-t01 Monopitch 1 1 K2243461 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:31 2016 Page 1 ID:zSZAaiD?FsSrni5WOJNaKayrXVB-8NcD6X2x0eyGTjJ WM5daLRW_utUngS_mXuLdDVyrUPw -2-0-0 2-0-0 I 3-3-0 5-9-3 it-11 6-4-811 4 86 6 3-3-0 2-6-3 0-2-80-4-13 1 0-1-8 Scale=1:16.8 0.25 12 10x10 M18SHS= 1 4x4= 3 3x4 = 4 - 5 1.5x4 II 6 .7 -� qq • ><- 11 10 9 4x4= 3x4= 12 1.5x4 II 8 3x4= 3-3-0 2-6-3 0-7-5 0-1-6 Plate Offsets(X Y)-- [5:0-1-12 0-3-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof TCLL 30.0 Plate Grip DOL 1.15 TC 0.40 VertLL -0.02 10-11 >999 240 MT20 220/195 TCDLSnow=30000 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.05 10-11 >999 180 M18SHS 220/195 BCLL 0.0 Rep Stress Ina NO WB 0.27 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code IBC20151TP12014 (Matrix-M) Weight:31 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 2X4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins:5-7. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:11-12. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=535/0-5-8,9=972/Mechanical Max Horz 12=-31(LC 6) Max Uplift 12=-213(LC 4),9=-220(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-508/231,2-3=-556/122 BOT CHORD 10-11=-112/552 WEBS 2-11=-159/620,3-10=-594/121,6-9=-651/149 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. „p&p P R OFFS N("� 4)Provide adequate drainage to prevent water ponding. ct 5)All plates are MT20 plates unless otherwise indicated. �5 0 ]N /O 6)The Fabrication Tolerance at joint 5=12% 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Cc- 92.0p 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. / 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. a 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=220. 1. 12)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)12.This connection is for uplift only �L 4 OREGON A10 , and does not consider lateral forces. / '1)' 14 2p'\ 4 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4,14...„ Q` 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. R 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)759 lb down and 171 lb up at 5-11-11 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). EXPIRES: 12/31/2017 %)61eSiatealPegandard August 4,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. + Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 18888_ANDERSON-CE_LO-3-101 Monopitch 1 1 K2243461 Pacific Lumber R Truss Co., Beaverton,OR 97005 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:32 2016 Page 2 I D:z5ZAai D?FsSrn i5 W OJNaKayrXVB-cZAbJt2Znx474ttiwp9p ue39e GgoZuEvmYSAlxyrU Pv LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-80,2-7=-80,8-12=-20 Concentrated Loads(lb) Vert:5=-700(F) t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I �' Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVliTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T9I1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job } Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243462 18888_ANDERSON-CE_LO-3-102 Monopitch 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:32 2016 Page 1 I D:zSZAai D?FsSrn i5 W OJ N aKayrXVB-cZAbJt2Znx474ttiwp9pue3 C4GvAZwWvmY5AlxyrU Pv I 2-0-0 1 3-3-0 I 6-4-8 6 8- p 2-0-0 3-3-0 3-1-8 1 Scale=1:16.3 0.25 12 1.5x4 II 4x4= 1 2 4x4 = 10 3 4 5 v 8 7 4x8= 9 6 1.5x4 II 1.5x4 II I 3-3-0 I 6-4-8 e)6 n 3-3-0 3-1-8 0-1- LO TCLL (psf)30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.01 8 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(CT) -0.02 8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:31 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 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=506/0-5-8,7=302/Mechanical Max Horz 9=25(LC 9) Max Uplift9=-204(LC 8),7=-68(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-474/231,2-10=-417/146,3-10=-415/146,3-4=-415/150 WEBS 4-7=-266/141,4-8=-159/434,2-8=-128/429 NOTES- 1)Wind:ASCE 7-10;Vuit=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 6-6-0 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)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. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �0 P R Opp, fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. Cj 04G1N4- /09 19 � 8)Refer to girder(s)for truss to truss connections. S 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7. K 89200 P E -9v- 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)9.This connection is for uplift only and does not consider lateral forces. /�' 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/"gypsum ,� `' . sheetrock be applied directly to the bottom chord. . aft 74. , OREGON Ix tri .o 4y 14 2p\ P} MFRRILI �' EXPIRES` 12/31/2017 August 4,2016 I a ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IIII. 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 MiTeke is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and 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 c Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 • 18888_ANDERSON-CE LO-3�CG K2243463 Diagonal Hip Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:32 2016 Page 1 ID:z5ZAaiD7FsSrniSWOJNaKayrXVB-cZAbJt2Znx474ttiwp9pue369Gp6Zt_vmYSAlxyrU Pv -2-9-154-2-3 2-9-15 i 4-2-3 I 8-4-5 1 8-0-13 1 4-2-3 0-8-8 Scale=1:23.3 0.18 12 3 4x4= 4x6 I I 1 2 4x4= 4 9 5 m _____i r ... o A 4 4 7 -�6 6 4x4= 6x6= 3x4 11 I 4-2-3 I 8-4-5 4-2-3 4-2-3 Plate Offsets(X.Y)-- [6:0-3-0.0-4-0) LTCLLOADING(Ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.03 6-7 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.44 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 * Rep Stress!nor NO WB 0.35 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:46 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 G end verticals. WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-6:2X6 DF No.2 G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=577/0-7-6,4=614/0-2-2 Max Horz 8=18(LC 5) Max Uplift8=-242(LC 4),4=-131(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-525/236,2-3=-787/119 BOT CHORD 6-7=-119/787 WEBS 2-7=-125/800,3-7=-119/446,3-6=-804/122,4-6=-97/520 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. �� �D PROF tSs 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. F 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 �cj 4NGI NE'k. /O fit between the bottom chord and any other members. �/ 7)A plate rating reduction of 20%has been applied for the green lumber members. •c $9200PE �f 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. or 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)4=131. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)8.This connection is for uplift only , and does not consider lateral forces. /!� 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 0 OREGON 12)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 40 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /O '9Y 14 r2p �tx P LOAD CASE(S) Standard 4FR R I L�, 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12/31/2017 Continued on page 2 August 4,2016 t 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with Mi Tek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANDERSON HOMES-CORBIN ESTATES LOT#3 i18888_ANDERSON-CE_LO-31CG Diagonal Hip Girder 1 1 K2243463 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:32 2016 Page 2 ID:z5ZAaiD?FsSrni5WOJNaKayrXVB-cZAbJt2Znx474ttiwp9pue369Gp6Zt vmYSAlxyrUPv LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-80,4-5=-80 Trapezoidal Loads(plf) Vert:8=0(F=10,B=10)-to-6=-218(F=-99,B=-99) 1, A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. l• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job , Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 I18888_ANDERSON-CE LO-3IG K2243464 Monopitch 1 2 L Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:33 2016 Page 1 ID:z5ZAaiD?FsSrni5W OJNaKayrXVB-41kzXD3CYFC_I1 SuU Wg2QsbPKgDGIJr2?CgjHNyrUPu l 2-7-14I 5-e-n 2-7-14 2-10-2 0.25 12 1 4x4—_ 1.5x4 II 4x4= Scale=1:11.3 2 8 3 4 N e [���^/J> 65 4x8= 7 3x4 II 4x4 I I 2-7-14 2-7-14 ' 5-B-0 2-10-2 LTCLLOADING(Ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=30.0) Plate Grip IDOL 1.15 TC 0.09 Vert(LL) -0.01 6 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.03 6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.44 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except BOT CHORD 2X6 IDE No.2 G end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=1368/0-5-8,5=1397/Mechanical Max Horz 7=22(LC 9) Max Uplift 7=-575(LC 8),5=-585(LC 12) Max Gray 7=1618(LC 20),5=1635(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-866/371,1-2=-2243/842,2-8=-2240/845,3-8=-2240/845 WEBS 3-5=-882/388,3-6=-897/2373,1-6=-893/2353 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-6-0 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 4)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ���ED P R OF4.Ss 5)Provide adequate drainage to prevent water ponding. �\ �NGI N��� �0, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2 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 �✓ 892QQPE -Yr fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. ditgle./�'� 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)5=585. jam- 11)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7.This connection is for uplift only si Cr and does not consider lateral forces. 7G OREGON Dr (V 12)Girder carries tie-in span(s):20-0-0 from 0-0-0 to 5-6-0 �i� '9y 14 ° *� 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 41FR'RIO- EXPIRES' IO- EXPIRES: 12/31/2017 Continued on page 2 August 4,2016 t t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IIII• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Jobe Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243464 18888_ANDERSON-CE_LO-31G Monopitch 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:33 2016 Page 2 ID:z5ZAaiD?FsSrni5WOJNaKayrXVB-41kzXD3CYFC_i 1 SuU Wg2QsbPKgDGIJr2?CgjHNyrU Pu LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-80,5-7=-465(F=-445) • I 1 r• A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/P11 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 ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243465 18888_ANDERSON-CE_LO-3-IJ1 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:33 2016 Page 1 ID:z5ZAaiD?FsSrni5WOJNaKayrXVB-4IkzXD3CYFC_i1 SuUWg2QsbNkgE61P12?CgjHNyrUPu I -2-04 I 1-11-11 2-0-0 1-11-11 1 0.25 123x4 I I Scale=1:9.1 2 6 3 X 2/ N /X)( Lo d 0 4 5 3x4 I I I 1-11-11 I 1-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.07 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 * Code IBC2015TTP12014 (Matrix-M) Weight:9 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=364/0-5-8,3=-6/Mechanical,4=-5/Mechanical Max Horz 5=-24(LC 10) Max Uplift5=-199(LC 8),3=-57(LC 18),4=-8(LC 18) Max Gray 5=364(LC 1),3=18(LC 8),4=28(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-323/216 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-11-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. �D PROFF 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother 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 c,"<<'" GI FIEF S''S fit between the bottom chord and any other members. c\ �� 1Q �* 7)A plate rating reduction of 20%has been applied for the green lumber members. 444 17 8)Refer to girder(s)for truss to truss connections. i' 89200 P E 1' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. ". 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5 and 4.This connection is for uplift only and does not consider lateral forces. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ..iPP-11 -'L 4/OREGON t‘ Att, <0 q y 14 2- �-�- MER ,sq - R11-\- EXPIRES: 19/31/2017 August 4,2016 r, I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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.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/V.11 Qualify Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job s Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243466 1 18888_ANDERSON-CE_LO-3-1J2 JACK-OPEN 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:34 2016 Page 1 ID:z5ZAaiD7FsSmi5WOJNaKayrXVB-YylLkZ4gJZKrKA151EBHz38Yo4aylssCDssHgqyrUPt I -2-0-0 I 3-11.11 I 2-0-0 3-11-11 0.2512 Scale:1"=1' 1 7 2 3x4= 8 3 d _ 0 \\X d 5 4 3x4 6 1.5x4 II I 2-n-o I 3-11-11 I 2-0-0 1-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.01 5 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert CT -0.03 5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.01 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 (Matrix-M) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=409/0-5-8,3=102/Mechanical,4=38/Mechanical Max Horz 6=24(LC 9) Max Uplift6=-188(LC 8),3=-50(LC 12) Max Gray 6=409(LC 1),3=102(LC 1),4=75(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-371/234 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9,00 PR OFF 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 .\ 'N Li/s fit between the bottom chord and any other members. Gj G /O 7)A plate rating reduction of 20%has been applied for the green lumber members. C? 4. 8)Refer to girder(s)for truss to truss connections. e . 89200PE 9c' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)6 and 4.This connection is for uplift ' only and does not consider lateral forces. „ 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. O �� . Cr -p . 0- ON t, ,`k' 4-'6714' 14 2.p°' SFRR11-k- EXPIRES: 12/31/2017 August 4,2016 1 f ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 4 Tek( is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job' Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3U ' 18888_ANDERSON-CE_LO-31D03 Jack-Open 2 1 K2243467 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:34 2016 Page 1 ID:z5ZAaiD7FsSmi5WOJNaKayrXVB-YylLkZ4gJZKrKA151 EBHz38 Wt4YZ1 srCDsaHggyrUPt I -9_0-0 5-11-11 s-p-o 2-0-0 5-11-11 0-0-5 0.25 12 Scale=1:15.4 2 3x4= 7 8 3 1 ii e ,k Ia 5 4 3x4 6 1.5x4 II I 2-0-0I 5-11-11 g_W_p 9-0-0 3-11-11 0_n_5 LTCLLOADING(ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.05 4-5 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.16 4-5 >441 180 BCLL 0.0 * Rep Stress Incr YES WB 0.01 Horz(CT) 0.06 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:22 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 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=492/0-5-8,3=199/Mechanical,4=58/Mechanical Max Horz 6=25(LC 9) Max Uplift6=-201(LC 8),3=-93(LC 12) Max Gray 6=492(LC 1),3=199(LC 1),4=116(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-434/253 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 5-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will � ��D P R OFFss fit between the bottom chord and any other members. • 7)A plate rating reduction of 20%has been applied for the green lumber members. VNGII N'E9 ZO 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. 4,.S.1 89200 P E v- 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)6.This connection is for uplift only and does not consider lateral forces. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/"gypsum sheetrock be applied directly to the bottom chord. CC yL ,OREGON 4,/ <0 gy1420NP '111FRR I IA- EXPIRES: 12/31/2017 August 4,2016 t ,A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/1015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �+ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job , Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243468 18888_ANDERSON-CE_LO-31D04 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:35 2016 Page 1 ID:z5ZAaiD?FsSrni5WOJNaKayrXVB-18skyu5S4sSixKcH bxiW VHhg4UtomJ4LSWJgMGyrUPs. I -2-n-n I 6-0-n I 7-11-11 I 2-0-0 6-0-0 1-11-11 Scale=1:19.8 0.25 12 2 3x4= 8 8 3 4 1 I \I I0 \ Q a 6 5 3x4 7 1.554 11 I 2-0-0 I 6-0-0 1 2-0-0 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.05 5-6 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.16 5-6 >441 180 TCDL 10.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.06 4 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 (Matrix-S) Weight:25 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 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)7=0-5-8,3=0-3-0. (Ib)- Max Horz 7=26(LC 9) Max Uplift All uplift 100 lb or less at joint(s)4 except 7=-204(LC 8),3=-130(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5 except 7=500(LC 1),3=280(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-442/255 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 7-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will P R Op fit between the bottom chord and any other members. �� Gi NE -, S/2 7)A plate rating reduction of 20%has been applied for the green lumber members. �� (? 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. cc- 89200PE 9r' 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7 and 3.This connection is for uplift only and does not consider lateral forces. �j 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum 0 CC sheetrock be applied directly to the bottom chord. -y4. , OREGONIv N <0 '91' 14 2°0..4 MFRR11-A- EXPIRES: 12/31/2017 August 4,2016 r, A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �* a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 JO Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 ' 18888_ANDERSON-CE_LO-31D05 Jack-Open 1 K2243469 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:35 2016 Page 1 ID:z5ZAaiD?FsSrni5WOJNaKayrXVB-18skyu5S4sSixKcH bxiW VHhg4UtomJ3LSWJgMGyrUPs 2-0-0 I aon 9-11-15 6-0-0 3-11-15 I Scale:1/2"=1' 0.25 12 1 3x4= 9 10 3 4 5A. Ii i. ----____.,... ..,,zi:D,,, P - 7 3x4 6 1.5x4 II 2-0-0 6-0-0 2-0-0 4-0-0 I LOADING(pso TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.05 6-7 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.16 6-7 >441 180 BCLL 0.0 Rep Stress lncr YES WB 0.01 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:28 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 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(t=length)8=0-5-8,3=0-3-0,4=0-1-8. (lb)- Max Horz 8=27(LC 9) Max Uplift All uplift 100 lb or less at joint(s)5,4 except 8=-203(LC 8),3=-133(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 8=500(LC 1),3=286(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-442/255 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 9-11-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willn to PR Of fit between the bottom chord and any other members. ' tS 7)A plate rating reduction of 20%has been applied for the green lumber members. , c3 i NEFR /O 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. $9200PE fir" 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5. 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)8,3,and 4.This connection is for - uplift only and does not consider lateral forces. . 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum 4, sheetrock be applied directly to the bottom chord. 4. OREGON r6 All) 14 ,1 P EXPIRES: 12/31/2017 August 4,2016 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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Carona,CA 92880 "Jobs Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243470 18888_ANDERSON-CE_LO-31E02 JACK-OPEN 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:35 2016 Page 1 ID:z5ZAaiD?FsSrni5WOJNaKayrXVB-18skyu5S4sSixKcHbxiW VHhkMUvMmJkLS WJgMGyrUPs I -1-9-A n-9-112 3-9-12 3111-11 1-9-8 0-6-12 3-9-0 0-1-1 0.25 12 Scale:1"=1' 3x4= 4 1 2 3 9 1 m Q X M C A O 6 5 71.5x4 II 1.5x4 8 0-g-r2 1-6-0 I 3-9-12 3r11-fs 0-012 1-5-4 2-3-12 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.01 6 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 6 >999 180 TCDL 10.0 Rep Stress lncr YES WB 0.03 Horz(CT) -0.01 5 n/a n/a BCLL 0.0 • Code IBC2015/TP12014 (Matrix-M) Weight:16 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=139/0-1-9,5=35/Mechanical,2=357/0-3-8 Max Horz 2=6(LC 8) Max Uplift4=-62(LC 12),2=-154(LC 8) Max Grav4=139(LC 1),5=71(LC 3),2=357(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-9-8 to 1-2-8,Interior(1)1-2-8 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �,�L'D P R OF4- , 7)A plate rating reduction of 20%has been applied for the green lumber members. �� N�(���9 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. 9 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4 and 2.This connection is for uplift 9200FE only and does not consider lateral forces. /+� 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. --10 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • C= • -�y OREGON 4. /© q y 14 `Lp Q-�"' ERR11-NQ' EXPIRES: 12/31/2017 August 4,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-B9 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 ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243471 18888_ANDERSON-CE_LO-31E03 JACK-OPEN 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:36 2016 Page 1 ID:zSZAaiD7FsSrni5 WOJNaKayrXVB-VKQ69E64rAaZZUBT9eD12U DuFuFbVm_VhA3NuiyrUPr I -1-n-8 n-9-I2 3-9-12 3111t8 5-11-11 1-9-8 0-0-12 3-9-0 1-12 2-0-3 Scale=1:16.2 0.25 12 1 3 3x4= 10 11 4 5 Nc d )-(1 ‘_8 7 6 1.5x4 II 1.5x4 0-0112 1-6-0 3-9-12 0-0-12 1-5-4 2-3-12 LO TCLL ADING(psf)30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.24 Vert(LL) 0.01 9 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 7 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=35/Mechanical,4=348/0-1-9,2=313/0-3-8 Max Horz 2=7(LC 8) Max Uplift4=-140(LC 12),2=-137(LC 8) Max Grav6=71(LC 3),4=348(LC 1),2=313(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-9-8 to 1-2-8,Interior(1)1-2-8 to 5-11-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ����0 PR OF4-, 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. �NGI NEFg �� 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. w� 2 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4 and 2.This connection is for uplift 8A24OPE 9� only and does not consider lateral forces. 7 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. ,4111P.61110.00."'j� 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -74 40,OREGON D, ,,,,44/ '4 19y14ZC3\ P+ EXPIRES: 12/31/2017 August 4,2016 t , ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mt Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job ' Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243472 18888_ANDERSON-CE_LO-31E04 JACK-OPEN 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:36 2016 Page 1 ID:z5ZAaiD?FsSrni5WOJNaKayrXVB-VKQ69E64rAaZZUBT9eD12UDu5uFbVm VhA3NuiyrUPr -1-9-8 0r)-02 3-9-12 3-011-8 7-11-11 I 1-9-8 0-0-12 3-9-0 0-1-12 4-0-3 Scale=1:20.4 0.2512 2 3 3x4= 10 4 5 A \ N 1 O 6 7 9 1.5x4�� 1.5x4 II 6 0-Q-02 1-6-0 I 3-9-12 I 0-0-12 1-5-4 2-3-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.01 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.01 6 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Weight:22 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)6=Mechanical,4=0-1-9,2=0-3-8. (Ib)- Max Horz 2=10(LC 8) Max Uplift All uplift 100 lb or less at joint(s)5 except 4=-135(LC 12),2=-153(LC 8) Max Gray All reactions 250 lb or less at joint(s)5,6 except 4=299(LC 1),2=356(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-9-8 to 1-2-8,Interior(1)1-2-8 to 7-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �to P R OFfi 7)A plate rating reduction of 20%has been applied for the green lumber members. s 8)Refer to girder(s)for truss to truss connections. `J� t,‘GI NE�- s40 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,4. ,� 2'9 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5,4,and 2.This connection is for cr $9200PE. f uplift only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. �j - , 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. r -• CC • 1 4- , OREGON /.0 /� 41y 14 2.°if Q' FFiR 11_x- EXPIRES: 12/31/2017 August 4,2016 1 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIi-7473 rev.10/03/2015 BEFORE USE. Mil. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ,b-cii' Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 a K2243473 18888_ANDERSON-CE_LO-31E05 JACK-OPEN 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:37 2016 Page 1 I D:zSZAai D?FsSrni5WOJNaKayrXVB-zX_UNa6icUiQBemgj Mk_aim33Hbq EDEewgoxR9yrUPq -1-4-8 n- 12 3-9-12 3- 1rr8 7-11-11 I 9-11-11 1-9-8 0-d-12 3-9-0 0-1.12 4-0-3 2-0-0 Scale=1:24.5 0.25 'a- 2 3 3x4= 11 4 12 5 6 1 Ii L-j\\ N 1 o 8 109 1.5x4 "ii.,` 7 1.5x4 II 01-112 1-6-0 1 3-9-12 I 0-0212 1-5-4 2-3-12 LO TOLL ADING(psf)30.0 SPACING- 2-0-0 CSI. DEFL. in (lac) l/defl L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.01 8 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 8 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.03 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)4=0-1-9,2=0-3-8,5=0-1-8. (Ib)- Max Horz 2=11(LC 8) Max Uplift All uplift 100 lb or less at joint(s)except 4=-119(LC 12),2=-153(LC 8),5=-151(LC 8) Max Gray All reactions 250 lb or less at joint(s)7 except 4=257(LC 1),2=356(LC 1),5=368(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-9-8 to 1-2-8,Interior(1)1-2-8 to 9-11-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. "O‘ 6'S PR Op 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. �NG)NEFR /� 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. • * 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4,2,and 5.This connection is for (. 89200 P E 5f uplift only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4/110°Fj`- • L4,OREGON �� OREGON ter '00 .,""b- 14 2°N P4 'ilFRRt -L EXPIRES: 12/31/2017 August 4,2016 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Mil+ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse 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, i Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243474 18888_ANDERSON-CE_LO-31E06 JACK-OPEN 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:37 2016 Page 1 ID:z5ZAai D?FsSrni5WOJNaKayrXV B-zX_UNa6icUiQBemgjMk_aim3rHbgEDEewgoxR9yrUPq I -1-9-a 9-9112 3-9-12 3-111-8 7-11-11 I 11-11-11 I 1-9-8 0-u-12 3-9-0 0-1-12 4-0-3 4-0-0 Scale=1:28.7 0.25 12 2 33x4= 11 4 5 6 i7i .L 10 9 8 1.5x4' 7 1.5x4 II 0-112 1-6-0 ) 3-9-12 -12 1-5-4 2-3-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.01 8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.01 7 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-M) Weight:27 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)7=Mechanical,4=0-1-9,2=0-3-8. (Ib)- Max Horz 2=13(LC 8) Max Uplift All uplift 100 lb or less at joint(s)6 except 4=-135(LC 12),2=-153(LC 8),5=-146(LC 8) Max Gray All reactions 250 lb or less at joint(s)6,7 except 4=299(LC 1),2=356(LC 1),5=321(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-9-8 to 1-2-8,Interior(1)1-2-8 to 11-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ¢�� P R°Pp 7)A plate rating reduction of 20%has been applied for the green lumber members. is 8)Refer to girder(s)for truss to truss connections. �J� �cNGINE&- `rvp 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6,4,5. �� ?i9 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)6,4,2,and 5.This connection is for 4 89200P E• r uplift only and does not consider lateral forces. • 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. • 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12_ 40- ON D, 4./ <0 9y 14 2°N 4 ME'R R 10-�' EXPIRES: 12/31/2017 August 4,2016 I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. l Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-B9 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job, ' Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 K2243475 18888_ANDERSON-CE_LO-31E07 JACK-OPEN 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:38 2016 Page 1 ID:z5ZAai D?FsSrni5 WOJNaKayrXVB-RjXsaw7KN ngHooLsG3FD7vJ Eahx3zgUo8UYUzbyrUPp 1 -1-9-8 0-0112 3-9-12 3-11-8 7-11-11 I 11-11-11 1 13-11-11 I 1-9-8 0-d-12 3-9-0 0-1-12 4-0-3 4-0-0 2-0-0 Scale=1:32.9 0.2512 3x4=- 2 2 3 12 4 5 13 6 7 ' ti I2 i I x Elr 10 9 11 1.5x4 Q 8 1.5x4 I I 3-9-12 0--12 1-5-4 2-3-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.01 9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 9 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.01 8 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) 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 or 3-9-12 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)8=Mechanical,4=0-1-9,2=0-3-8. (lb)- Max Horz 2=15(LC 8) Max Uplift All uplift 100 lb or less at joint(s)except 4=-135(LC 12),2=-153(LC 8),5=-130(LC 8),6=-151(LC 8) Max Gray All reactions 250 lb or less at joint(s)8 except 4=299(LC 1),2=356(LC 1),5=278(LC 1),6=368(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES. 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-9-8 to 1-2-8,Interior(1)1-2-8 to 13-11-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. _Eo PR oFF 7)A plate rating reduction of 20%has been applied for the green lumber members. s 8)Refer to girder(s)for truss to truss connections. �GJ� NGIN� 9 s�O 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6. ,C? % 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4,2,5,and 6.This connection is for G� 89200PE uplift only and does not consider lateral forces. "c':•. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. / "9G 4/OREGON R 44/ <6 4)1142- P} Mcr,•RR{L1- ' EXPIRES: 12/31/2017 August 4,2016 1 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 JO • Truss Truss Type Qty Ply ANDERSON HOMES-CORBIN ESTATES LOT#3 4 18888_ANDERSON-CE LO-31E08 K2243476 JACK-OPEN 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 03 16:47:38 2016 Page 1 ID:zSZAaiD?FsSrni5WOJNaKayrXVB-RjXsaw7KNngHooLsG3FD7vJAPhx3zgUo8UYUzbyrUPp I -1-9-8 0-0H12 1-9-12 3-11i-8 7-11-11 I 11-11-11 I 14-8-8 1 1-9-8 0-0-12 3-9-0 0-1-12 4-0-3 4-0-0 2-8-13 Scale=1:34.4 0.2512 3x4= 2 3 12 4 5 13 6 7 Ii I6.5 i 11 10 9 1.5x4 8 1.5x4 II 0-01112 1-6-0 I 3-9-12 I 0-0-12 1-5-4 2-3-12 LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.01 9 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.01 8 n/a n/a BCDL 10.0 Code IBC20151TP12014 (Matrix-M) Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and requiredcross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)8=Mechanical,4=0-1-9,2=0-3-8. (Ib)- Max Horz 2=16(LC 8) Max Uplift All uplift 100 lb or less at joint(s)except 4=-135(LC 12),2=-153(LC 8),5=-117(LC 8),6=-186(LC 8) Max Gray All reactions 250 lb or less at joint(s)8,5 except 4=299(LC 1),2=356(LC 1),6=462(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-9-8 to 1-2-8,Interior(1)1-2-8 to 14-8-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)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. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��� 17 P R aF�scr 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. � GI NF�g /O, 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6. ,..(1:✓ 2'9 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4,2,5,and 6.This connection is for K. 89200PE 1.-- uplift only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. / 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - 40,0 �4 76 -9Y 14 2-° P+ MFRRI1-\- EXPIRES: 12/31/2017 August 4,2016 I f WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. iiiiir Design valid for use only with Mack®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB•89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4 Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I (Drawings not to scale) Damage or Personal Injury ra� Dimensions are in ft-in-sixteenths. I 114046. Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. Q 1h 6' 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves iii 4 may require bracing,or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 C6-7 cse designer,erection supervisor,property owner and plates 0-14d'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from * CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that �j Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved 16.Do not cut or alter truss member or plate without prior 4E1E10 reaction section indicates joint approval of an engineer. - number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. allal NM r„,-a..1 ,A 18.Use of green or treated lumber may environental,health or performance orisks.Consult lttwiitth Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. alb 0 BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015