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Plans (65) AtSD-016,— U.0s224- Nil2-R) 642 icis MiTek MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 18907 JT SMITH-PARC JT SMITH COMP-PARCEL 3 EDGEWOOD 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: K2263374 thru K2263405 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. P R Ore ss �NGINE'A? /O 89200PE yr , OREGON lv, /O LI y 14,2O' Z\- MFR �P August 10,2016 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. i Job r Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263374 18907_JT_SMITH-PARC_--D A01 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:29:54 2016 Page 1 ID:dfDuTMFVKzfcjRniYRF11HypHOE-i7TH9Q8pX5gyEdMkV19Gjdd3kFldQVR66M Zw6ypGHx }0 5-11-4 I 11-5-10 I 17-0-0 I 22-6-6 I 28-2-13 I 34-0-0 3 -0 1-0-0 5-11-4 5-6-6 5-6-6 5-6-65-8-7 5-9-3 1-0-0 4x4 = Scale=1:78.6 15 8.00 12 14 -5 16 1751 184x8111910 � 13x4!i9c3x6��783 ; 206 rs � ��5 .' y 3x6 I 21siN 43 •5x8\\ 52I12 �M�N :,., Ile 1r�r3xs II /A . o / - - - 'vi ` IO 23 36 35 34 33 32 30 29 28 27 26 53 54 25 24 31 3x4= 3x4 = 3x4= 4x6 = 4x6 = 3x4 = 4x6= I 8-8-7 1 11-11-0 f 17-0-0 119-3-101 25-3-9 2p-51 34-0-0 I 8-8-7 3-2-9 5-1-0 2-3-10 5-11-15 1-1-1 7-6-10 Plate Offsets(X.Y)- [2:0-0-0,0-0-41.137:0-1-3,0-2-6] LOADING(psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.16 24-26 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.26 24-26 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.28 Horz(CT) 0.09 22 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight 271 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* JOINTS 1 Brace at Jt(s):37,39,42 19-28:2X6 DF No.2 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 12-2-8 except(jt=length)22=0-5-8,27=0-3-8. (Ib)- Max Horz 2=371(LC 36) Max Uplift All uplift 100 lb or less at joint(s)29,30,32,33,34,35 except 2=-1768(LC 30),28=-478(LC 38),36=-190(LC 39),22=-1957(LC 41) Max Gray All reactions 250 lb or less at joint(s)29,30,32,33,34,35,36,2 except 2=1881(LC 39),28=647(LC 55),22=2320(LC 56),27=653(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3277/3075,3-4=-2881/2709,4-5=-2604/2439,5-6=-2314/2203,6-7=-2034/1947, 7-8=-1894/1814,8-9=-1765/1702,9-10=-1504/1447,10-11=-1297/1252, 11-12=-1059/1009,12-50=-825/784,13-50=-711/701,13-14=-614/591,14-15=-420/346, 15-16=-532/483,16-17=-738/684,17-51=-845/799,18-51=-933/881,18-19=-1315/1242, 19-20=-2534/1888,20-21=-3026/2340,21-52=-3453/2722,22-52=-3982/3237 BOT CHORD 2-36=-2506/2707,35-36=-1688/1889,34-35=-1065/1323,33-34=-555/699, 32-33=-882/1083,31-32=-939/1140,30-31=-1449/1650,29-30=-2016/2217, 28-29=-2526/2783,27-28=-2443/3037,26-27=-2443/3037,26-53=-2523/2997, ED PROF WEBS 28-40=-1233/451,53-54=-2523/2939 404-1203/4/2997,17,38-39=-1181/400,37-38=-15897, 6$3300 �SF�'` iO N EFFS�- 37-41=-1148/425,41-42=-1108/397,42-43=-1056/353,19-43=-1048/348,21-24=-337/288, C? 9 2 19-24=-210/577,19-26=-1/396,11-28=-261/213 89200PE � 4- 1-" 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 �_ /I/ (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-4-0,Interior(1)2-4-0 to 17-0-0,Exterior(2)17-0-0 to 20-4-13 zone;cantilever a left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber - OREGON A. 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 /O -',/)' 14,20 'i- Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. A- VP 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 I'/FR R t L' 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. EXPIRES: 12/31/7017 (.O table on page Zed at 1-4-0 oc. August 10,201 n Inued on 9e 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,not1111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 JT SMITH COMP-PARCEL 3 EDGEWOOD 18907_JT_SMITH-PARC_—D A01 GABLE K2263374 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:29:55 2016 Page 2 NOTES- ID:dfDuTMFVKzfcjRniYRF 1 IHypHOE-AJ 1 gNm9Rl Pypsmxx3khVFg9EUfMs9yhGLOk7TYypGHw 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=1768,2=1768. 11)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)28,29,30,32,33,34,35,and 36.This connection is for uplift only and does not consider lateral forces. 12)Two RT16A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)22.This connection is for uplift only and does not consider lateral forces. 13)This truss has been designed for a total drag load of 150 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 12-0-0 for 425.0 plf. 14)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. / 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mll ll 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 Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job r Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263375 18907_JT_SMITH-PARC_—D A02 Common 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:29:55 2016 Page 1 ID:dfDuTMFVKzfcjRniYRF 1 IHypHOE-AJ 1 gNm9Rl Pypsmxx3khVFg9lxfLJ9sXGLOk7TYypGHw 0-9 5-11-0 I 11-5-10 I 17-0-0 I 22-6-0 28-0-12 34-0-0 5-0-9 -0-0 5-11-4 5-6-6 5-6-6 5-6-0 5-6-65-11-0 -0-0 4x4 = Scale=1:72.5 8.00 12 6 3x4 %-". 22 1-" 3 3x4'- 3x4 �� 6 7 3x4 Q 4 r., \ 1.5x4 \\ 1.5x4 // 3 9 21 Allik;llklr..' n12 mg / __ ii ` l0 11 /I 14 25 26 13 27 28 12 ` 6x6= 6x6 = 3x8= 3x8 = 3x8 = I 8-0-0 I 17-0-0 I 26-0-0 I 34-0-0 I 8-0-0 9-0-0 9-0-0 8-0-0 Plate Offsets(X.Y)— [2:0-8-0.0-0-10],[10:0-8-0,0-0-10],[12:0-3-0.Edgel.f14:0-3-0.Edge] TCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.19 13-14 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.57 Vert(CT) -0.45 13-14 >903 180 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:178 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G WEBS 1 Row at midpt 7-13,5-13 Mitek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1492/0-5-8,10=1492/0-5-8 Max Horz 2=344(LC 11) Max Uplift2=-328(LC 12),10=-328(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-21=-2157/418,3-21=-2070/434,3-4=-2023/471,4-5=-1879/485,5-22=-1403/402, 6-22=-1282/425,6-23=-1282/425,7-23=-1402/402,7-8=-1880/486,8-9=-2024/472, 9-24=-2071/435,10-24=-2157/419 BOT CHORD 2-14=-465/1950,14-25=-284/1573,25-26=-284/1573,13-26=-284/1573,13-27=-160/1435, 27-28=-160/1435,12-28=-160/1435,10-12=-242/1713 WEBS 6-13=-293/1164,7-13=-637/351,7-12=-141/562,9-12=-308/260,5-13=-637/351, 5-14=-141/561,3-14=-308/259 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 17-0-0,Exterior(2)17-0-0 to 20-4-13 zone; ���Ep P R OFFs6' 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 �Cj ANG]NEL-. 0_ 4 /9 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �C? 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs :9200 P E "9r non-concurrentis truss wn other live lfor a 1 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Air- fit between the bottom chord and any other members,with BCDL=10.Opsf. . (dir,,- 6)A plate rating reduction of 20%has been applied for the green lumber members. `� �� 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 10.This connection is for uplift OREGON G N only and does not consider lateral forces. /6 2l" y 14 2-°\ 0 Q�� 8)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. FRAO- EXPIRES: R L -EXPIRES: 12/31/2017 August 10,201 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,nothill, 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 from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 f Job I Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263376 18907_JT_SMITH-PARC_—D A03 Roof Special 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:29:56 2016 Page 1 I D:dfDuTMFVKzfcjRniYRF 1 IHypHOE-eWa2a6A33i5gUwW7dSCko2iQ L3gzuE9PagTg?_ypGHv 11 Q-0-Q 6-11-8 11-5-10 17-0-0 118-5-81 22-6-6 I 27-0-8 I 34-0-0 1-0-0-Q -0 6-11-8 4-6-2 5-6-6 1-5-8 4-0-14 4-6-2 6-11-8 4x4= Scale=1:74.0 8.00 12 6 5x622 23 3x4-i 3x4- 5 7 3x4 q ` 4, 8 iiiiiiiiii.9 .5x4 // 1.5x4 3 21 14 24 0 8x8 = q A / 0/ 1 21 ?\ 1` 0 0 11 13 25 26 12 4.00 Fif 8x12 3x4= 3x8 = 5x6% I 9-5-8 I 18-5-8 I 26-0-0 I 34-0-0 I 9-5-8 9-0-0 7-6-8 8-0-0 Plate Offsets(X.V)-- [2:0-1-14,Edge].,[5:0-1-0.0-1-12],[10:0-8-0.0-0-14].[13:0-8-8.0-2-8].[14:0-4-0,0-3-11] TOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP CLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.24 13-14 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.61 Vert(CT) -0.78 13-14 >525 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.36 10 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:174 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* WEBS 1 Row at midpt 5-13,7-13 6-13:2X4 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) 2=1481/0-5-8,10=1503/0-5-8 Max Horz 2=-344(LC 10) Max Uplift2=-324(LC 12),10=-329(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-21=-3877/891,3-21=-3743/918,3-4=-3529/800,4-5=-3381/819,5-22=-1303/391, 6-22=-1206/407,6-23=-1371/449,7-23=-1468/433,7-8=-1842/521,8-9=-1987/502, 9-24=-1986/410,10-24=-2111/383 BOT CHORD 2-14=-910/3488,13-14=-448/2250,13-25=-158/1385,25-26=-158/1385,12-26=-158/1385, 10-12=-208/1653 WEBS 3-14=-319/280,5-14=497/2306,5-13=-1583/519,6-13=-294/1091,9-12=-327/275, 7-12=-198/592,7-13=-609/344 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 17-0-0,Exterior(2)17-0-0 to 20-4-13 zone; .... Ep P R OFF cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; c5' Lumber DOL=1.60 plate grip DOL=1.60 �`�� ANG N EF9 s/�2 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ,C? 17 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs Ct. 89200 P E r non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will I fit between the bottom chord and any other members,with BCDL=10.0psf. 6)A plate rating reduction of 20%has been applied for the green lumber members. OREGON G(/� 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity L/ �9 N A. of bearing surface. 0 ), 14 ,)Q1\ P-� 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 10.This connection is for uplift Qj only and does not consider lateral forces. FR R L` 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/2"gypsum sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 August 10,201 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mirela connectors.This design is based only upon parameters shown,and is for an individual building component,notNI. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 I Job 1 Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263377 18907_JT_SMITH-PARC_-D A04 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:29:58 2016 Page 1 I D:dfDuTMFVKzfcjRniYRF 11 HypHOE-auio?nBJaKLOjEg WktECtTnsRsV WMLXi 1_yn3typGHt Il-0 170I 0 17 35-0-Q 1 17-0-0 17-0-0 { d WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP OF A BEARING WALL SETS NEXT TO SCISSOR TYPE TRUSS(ES),A HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE Scale=1:80.8 GABLE TRUSS. THIS IS DUE TO THE LACK OF THE LATERAL BRACING PROVIDED BY RIGID CEILING AT THE HINGE TYPE CONNECTION POINT. THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING TO THE HINGE CONNECTION SITUATION. COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINED RELATIVE TO THE DESIGN OF THE ADEQUATE LATERAL BRACING TO THE HINGE TYPE CONNECTION. 14 15 4x4 = 13 16 12 17 5x6 i 11 18 10 ii g 8.00 12 t., 21 N.- 8111111'4111N•••••T 7 6 5 4 12 '�'� IIIII28 o 3x4 = 54 53 52 51 50 48 47 46 45 44 43 42 41 40 39 38 37 36 34 33 32 31 30 49 35 3x4= 3x4= 34-0-0 3x4= 34-0-0 Plate Offsets(X.Y)- [10:0-2-4,0-3-4].[20:0-2-4,0-3-4] LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.06 Vert(LL) 0.00 29 n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 29 n/r 120 BCLL 0.0 * Rep Stress lncr YES WB 0.15 Horz(CT) 0.01 28 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:294 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. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Std G WEBS 1 Row at midpt 15-42,14-43,13-44,12-45,16-41,17-40, 18-39 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 34-0-0. (Ib)- Max Horz 2=-344(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,28,42,43,44,45,46,47,48, 50,51,52,53,54,41,40,39,38,37,36,34,33,32,31,30 Max Gray All reactions 250 lb or less at joint(s)2,28,43,44,45,46,47,48,50, 51,52,53,54,41,40,39,38,37,36,34,33,32,31,30 except 42=254(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-333/262,3-4=-257/227,12-13=-203/262,13-14=-247/297,14-15=-261/311, 15-16=-261/311,16-17=-247/294 BOT CHORD 2-54=-175/262,53-54=-175/262,52-53=-175/262,51-52=-175/262,50-51=-175/262, 49-50=-175/262,48-49=-175/262,47-48=-175/262,46-47=-175/262,45-46=-175/262, 44-45=-175/262,43-44=-175/262,42-43=-175/262,41-42=-175/262,40-41=-175/262, 39-40=-175/262,38-39=-175/262,37-38=-175/262,36-37=-175/262,35-36=-175/262, �_..0 PRO -61.1 ` 34-35=-175/262,33-34=-175/262,32-33=-175/262,31-32=-175/262,30-31=-175/262, ��5 ANGINEFr4 - 28-30=-175/262 NOTES- cc 89200PE 9r 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 2-4-0,Exterior(2)2-4-0 to 17-0-0,Corner(3)17-0-0 to 20-4-13 zone;cantilever iee left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber Aor DOL=1.60 plate grip DOL=1.60 CC 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 - OREGON �• � Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 70 -9 Y 14 ZOO 111- 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �f I non-concurrent with other live loads. MFv. R R I L- 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 1-4-0 oc. EXPIRES: 12/3112017 3)This truss has be2en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. continuedon page August 10,201 I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE(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,not1411* a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS1/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 I Job I Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263377 18907_JT_SMITH-PARC —D A04 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:29:59 2016 Page 2 ID:dfDuTMFVKzfcjRniYRF11HypHOE-25GAD7CyLdTFLOEiIaIRQgK1 BGrl5onrGdiKcJypGHs NOTES- 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,28,42,43,44,45,46,47,48,50,51,52,53,54,41,40,39,38,37,36,34, 33,32,31,and 30.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. I 1 rem, AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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 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/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 I t Job r Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263378 18907_JT_SMITH-PARC_—D B01 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:29:59 2016 Page 1 I D:dfDuTMF VKzfcjRniYRF 1 IHypHOE-25GAD7CyLdTFLOEilaIRQgKJGpe5p8rGdiKcJypGHs 0-0-01 5-9-3 I 11-1-8 I 22-3-0 ?3-3-01 1-0-0 5-9-3 5-4-5 11-1-8 1-0-0 4x4= Scale=1:53.2 10 n g 11 12 8.00 12 3813 7 3x8,s..,..,6 14 l. =1:53.2 1 — d 3x6 II lkih15 s ,..m.rineo 3x8= 17 3x4= 26 25 24 23 22 21 20 19 18 3x4 = 3x4= I 7-6-10 1 10-5-8 1 16-3-4 I 22-3-0 I 7-6-10 2-10-14 5-9-12 5-11-12 Plate Offsets(X,Y)— [19:0-3-8.0-1-8] TOCLL ADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.22 Vert(LL) 0.02 17-36 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.16 Vert(CT) -0.05 17-36 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.12 Horz(CT) 0.01 15 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight 146 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X6 DF No.2 G*Except* JOINTS 1 Brace at Jt(s):28 14-17:2X4 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 10-9-0 except(jt=length)15=0-5-8,18=0-3-8. (Ib)- Max Horz 2=-232(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,21,22,23,24,25,26 except 19=-128(LC 13),15=-184(LC 13) Max Gray All reactions 250 lb or less at joint(s)2,21,22,23,24,25,26,2 except 19=318(LC 1),15=655(LC 1),18=265(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-263/148,13-14=-267/123,14-39=-609/162,15-39=-704/143 BOT CHORD 18-19=-7/505,17-18=-7/505,15-17=-6/507 WEBS 19-27=-464/206,27-28=-521/269,28-29=-491/246,29-30=-432/198,14-30=-497/246 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 1-9-8,Interior(1)1-9-8 to 11-1-8,Exterior(2)11-1-8 to 14-1-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber ��silo PROF ss DOL=1.60 plate grip DOL=1.60 Q. F 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 Cj �tJG►NE .- /Q Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. C? 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 CZ :9200 P E �r 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. �j 5)All platess aree 1.1.5x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 1-4-0 oc. „ _ 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �G ,OREGON D, /- fit between the bottom chord and any other members. '� 9)A plate rating reduction of 20%has been applied for the green lumber members. /� ,f�y 4+2� P+ 10)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,19,21,22,23,24,25,and 26. MF1Q R LL This connection is for uplift only and does not consider lateral forces. 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)15.This connection is for uplift only and does not consider lateral forces. EXPIRES: 12/31/2017 Continued on page 2 August 10,201 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/67473 rev.10/03/2015 BEFORE USE. mil Design valid for use only with Mirek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 t Job , Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD I K2263378 18907_JT_SMITH-PARC_-D B01 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:00 2016 Page 2 I D:dfDuTMFVKzfcjRniYRF 1 I HypHOE-WHgZQTDa6xb6yYpusHGgyut9Tg9tgGN?UHRu8mypGHr NOTES- 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. I mil..-., 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 Mifela 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 MiTel( is always required for stability and to prevent collapse 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 r Job , Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD 18907_JT_SMITH-PARC_—D B02 Common K2263379 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:00 2016 Page 1 ID:dfDuTMFVKzfcjRniYRF 11 HypHOE-WHgZQTDa6xb6yYpusHGgyutA0g7rgEu?UHRu8mypGHr 0 1-0-0 1 5-9-3 5-9-3 I 11-1-8 I 16-5-13 I 22-3-0 p3-3-0 5-4-5 5-4-5 5-9-3 r1-0-0 I 4x6 II Scale:1/4"=1' 4 ii 8.00 12 1.5x4 \\ 18 19 1.5x4 // 3 5 o, 17 /141111111211161116,_: 0 2 6 Oilr _ I _4 10 9 21 22 8 3x4= 3x4 = 3x4= 4x4= 4x4 = I 7-6-10 22-3-0 7-6-10 114 8 I-6 7 1-12 7-6-10 I LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.10 8-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.19 8-10 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.22 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight 103 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G 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 REACTIONS. (lb/size) 2=999/0-5-8,6=999/0-5-8 Installation guide. Max Horz 2=-232(LC 10) Max Uplift2=-226(LC 12),6=-226(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-1299/256,3-17=-1209/278,3-18=-1153/317,4-18=-1052/331,4-19=-1052/331, 5-19=-1153/317,5-20=-1209/278,6-20=-1299/256 BOT CHORD 2-10=-255/1114,9-10=-58/728,9-21=-58/728,21-22=-58/728,8-22=-58/728, 6-8=-127/1006 WEBS 4-8=-181/561,5-8=-332/274,4-10=-180/560,3-10=-332/274 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-1-8,Exterior(2)11-1-8 to 14-1-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ��Q,E1] P R OFFd' non-concurrent with other live loads. s 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Cj �NG(N EF9 /O 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��? 2 fit between the bottom chord and any other members,with BCDL=10.0psf. 89200 P E 9t' 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 6.This connection is for uplift only and does not consider lateral forces. ' 8)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. 10 tr -7‘.... , OREGON tx os <O x9Y 14,2°\ # MFR R 11-k- EXPIRES: 12/3142017 I August 10,201 Nu A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. u 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 M fie k* 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 Informafon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job , Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263380 18907_JT_SMITH-PARC_-D 001 Common 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 10 10:30:01 2016 Page 1 ID:dfDuTMFVKzfcjRniYRF 1 IHypHOE-_TOxdpDCtFjzahO4Q?nvV5PNx4 WPZk48jxBRgCypGHq 1 -1-0-0 1 5-11-12 I 11-11-8 1 12-11-8 1 1-0-0 5-11-12 5-11-12 1-0-0 4x4= Scale=1:28.4 6 /' 5 7 8.00 12 : Y 4 8 1 3 9 i 6. 2 .N II 10 l• J Y Y Y Y Y Y Y ` 11 Io 1 iMingtalitaniMKIIMKW,''IAMVEKIPIIIEIIIMIIIINKIIIIPAIIIIKIKILIPZIEIEIIPARIIIPBRMPELIIRIKSPF 1111111M1 1 3x4 = 18 17 16 15 14 13 12 3x4 = I 11-11-8 11-11-8 I LTCLL OADING(Ps25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.04 Vert(LL) 0.00 11 n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 11 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:61 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. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-11-8. (lb)- Max Horz 2=-133(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,10,16,17,18,14,13,12 Max Gray All reactions 250 lb or less at joint(s)2,10,15,16,17,18,14,13,12 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 Corner(3)-1-0-0 to 1-11-12,Exterior(2)1-11-12 to 5-11-12,Corner(3)5-11-12 to 8-11-12 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. '<��ED P R°Fen 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 1-4-0 oc. SCJ ANG I N EF,Q c, 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �C? 9 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will CC 89200 P E fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,10,16,17,18,14,13,and 12. ��,:e 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. cr OREGON �L ,� Dk .S 70 -9Y 14,20\ 0- MRRIL'- 6 EXPIRES: 12/31/2017 August 10,201 f A WARNING-Verify design n!y g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7073 rev.10/O3/2015 BEFORE USE. mil Design valid for use only with Welk.®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 Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I a Job r Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263381 18907_JT_SMITH-PARC_-D D02 Common 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:02 2016 Page 1 I D:dfDuTMF VKzfcjRniYRF 1 IHypHOE-TgyJr9EgeYrgCrzHziJ81 JyWjTgEIAFlybw_DeypGHp 1 1-0-0 5-11-12 I 51- 11-2 l 121-00 4x4 = Scale=1:28.3 3 IN 8.00 12 14 13 T Il 4 d 2 M ` 5 M6 �/ 3x4= 1.5x4 II 3x4 = I 5-11-12 l 11-11-8 I 5-11-12 5-11-12 Plate Offsets jX.Y)- 12:0-0-3.0-0-0].[4:0-0-3.0-0-0] TCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.17 Vert(LL) 0.02 6-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.17 Vert(CT) -0.05 6-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-5) Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G 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) 2=566/0-5-8,4=566/0-5-8 Max Horz 2=133(LC 11) Max Uplift2=-142(LC 12),4=-142(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=-547/111,13-14=-455/116,3-14=-448/130,3-15=-448/130,15-16=-455/116, 4-16=-547/111 BOT CHORD 2-6=-19/374,4-6=-19/374 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 5-11-12,Exterior(2)5-11-12 to 8-11-12 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs 11E� P R AFF S non-concurrent with other live loads. C 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <(, s 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� lGNG[N EFR �Q fit between the bottom chord and any other members. DC7 29 6)A plate rating reduction of 20%has been applied for the green lumber members. 89200 P E 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 4.This connection is for uplift only and does not consider lateral forces. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. �- - A OREGON Cs �lv1 �O 9 y 14,2�� P.' MFRRIL\- 6 EXPIRES: 12/31/2017 August 10,201 t ith A 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 (Mel(' is always required for stability and to prevent collapse 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 r Job r Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263382 18907_JT_SMITH-PARC_-D E01 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:03 2016 Page 1 ID:dfDuTMF VKzfcjRniYRF 1 IHypHOE-xsVh2VFSPszhp?YTXQgNaW Veyt2xl aARBFgY14ypGHo 1 -1-7-3 1 3-0-13 1 5-7-8 y-4-101 10-0-0 I 13-7-6 114-4-81 16-11-3 1 20-0-0 1 21-7-3 1 1-7-3 3-0-13 2-6-11 0-9-2 3-7-6 3-7-6 0-9-2 2-6-11 3-0-13 1-7-3 Scale=1:39.4 5x6 3x4 = 7 5x6 4 5.00 12 3 leis 17 18 30 21[5z32 23 4 n V v C2 z 6 16 on nn nn nn nn nn nn nn nn 25 9 Ti', cl ItM 26 27 11 28 29 30 31 32 10 33 34 f 3x8 = JL24 JL243x4 — JL24 JL24 JL24 3x4= JL24 JL24 3x8= JL24 JL24 I 5-7-8 I 14-4-8 I 20-0-0 5-7-8 8-9-0 5-7-8 Plate Offsets(X.Y)— [2:0-3-13.0-1-91,[8:0-3-13,0-1-91 TCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.12 10-11 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.65 Vert(CT) -0.30 10-11 >798 180 BCLL 0.0 Rep Stress Ina: NO WB 0.31 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:102 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins,except 3-6:2X6 DF No.2 G 2-0-0 oc purlins(4-9-2 max.):3-6. BOT CHORD 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 7-7-7 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) 2=1249/0-5-8,8=1249/0-5-8 Max Horz 2=64(LC 48) Max Uplift2=-414(LC 6),8=-414(LC 7) Max Gray 2=1474(LC 29),8=1474(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2634/826,3-17=-2414/799,17-18=-2418/799,18-19=-2420/801,19-20=-2423/801, 5-20=-2425/801,5-21=-2425/801,21-22=-2424/801,22-23=-2420/801,23-24=-2418/799, 6-24=-2414/799,6-8=-2634/826 BOT CHORD 2-26=-686/2417,26-27=-686/2417,11-27=-686/2417,11-28=-1071/3076, 28-29=-1071/3076,29-30=-1071/3076,30-31=-1071/3076,31-32=-1071/3076, 10-32=-1071/3076,10-33=-703/2417,33-34=-703/2417,8-34=-703/2417 WEBS 3-11=-80/568,5-11=-739/437,5-10=-739/437,6-10=-80/568 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 CEO P R Ork. 2)TCLL: (envelope) SCE 7-10;Pf=25.0 psf(flater left and right exposed;end vertical left and right roof snow);Category III;Exp B;Partially Exp.;Ct=1.lxposed;Lumber DOL=1.60 plate grip DOL=1.60 \���G NG[NE ;E; Ss/� 3)Unbalanced snow loads have been considered for this design. DC7 R 29 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs 89200 P E po, non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. / 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ +� 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� fit between the bottom chord and any other members. 17‘.._ OREGON �4i,/ 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 8.This connection is for uplift /Q -I " 1 42,0\ "�- only and does not consider lateral forces. �1 I '0 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. MFR RI� k- 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 17-11-4 to connect truss(es)to front face of bottom chord. EXPIRES: 12/31/201/ 3)Fill all nail holes where hanger is in contact with lumber. August 10,201 Continued on page 2 I re. 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M Trek' is always required for stability and to prevent collapse 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 JT SMITH COMP-PARCEL 3 EDGEWOOD 18907 JT_SMITH-PARC -D E01 K2263382 - California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:03 2016 Page 2 NOTES- ID:dfDuTMFVKzfcjRniYRF 1 I HypHOE-xsVh2VFSPszhp?YTXQgNa W Veyt2xl aARBFgY14ypGHo 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)137 lb down and 107 lb up at 5-7-8,118 lb down and 109 lb up at 8-0-12, 171 lb down and 144 lb up at 10-0-0,and 118 lb down and 109 lb up at 11-11-4,and 137 lb down and 107 lb up at 14-4-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15)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(pit) Vert:1-3=-64,3-4=-64,3-6=-64,6-7=-64,6-9=-64,2-8=-20 Concentrated Loads(Ib) Vert:3=-71 6=-71 5=-36 18=-100 23=-100 26=-12(F)27=-12(F)28=-17(F)29=-19(F)30=-19(F)31=-19(F)32=-17(F)33=-12(F)34=-12(F) 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. ....� Design valid for use only with MTekS connectors.This design is based only upon parameters shown,and is for an individual building component,not 111' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see. ANSI/1711 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 Job r Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD 18907 JT_SMITH-PARC –D E02 K2263383 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:04 2016 Page 1 I D:dfDuTMFVKzfcjRniYRF 11HypH0E-P233GrG4AA5YR97f57Lc7k1 ggHS7m2?bPvP5HXypGHn 10-11-11 1 "1-7"3 5-8-9 9-0-5 7-0 10-5-0 I 14-3-7 20-0-0 1 21-7-3 1 1-7-3 5-8-9 1 3-3-12 6-121 (1-6-12 3-3-12 I 5-8-9 1-7-3 0-9-15 Scale=1:39.4 4x4% Special 4x8 = 7 5 4 ; 22 ,'. 24 5.00 12 0....aggiggior 1.5x4 1.5x4 i 3 8 21 25 20 4 zs v 0 1s AIIIIIIIIhiL z 9 �_: 10 Iv z — 12 11 3x6% 3x8= 3x4= 3x6 I 9-0-5 1 10-11-11 1 20-0-0 I 9-0-5 1-11-6 9-0-5 Plate Offsets(X.Y)-- [2:0-2-1.0-1-8].[6:0-3-12.0-0-8].L9:0-2-1,0-1J TCLL OADING(psf) 5 O SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.10 11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.29 11-18 >816 180 BCLL 0.0 * Rep Stress Incr YES WB 0.21 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight 88 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2X4 DF No.1&Btr G 2-0-0 oc purlins(5-1-15 max.):4-6. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1017/0-5-8,9=1016/0-5-8 Max Horz 2=-92(LC 15) Max Uplift2=-282(LC 14),9=-281(LC 15) Max Gray 2=1475(LC 33),9=1472(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=-2378/554,19-20=-2273/555,20-21=-2252/562,3-21=-2194/568,3-4=-1896/507, 4-22=-1674/525,22-23=-1676/525,23-24=-1680/526,6-24=-1683/526,6-8=-1920/528, 8-25=-2190/602,25-26=-2247/596,26-27=-2270/595,9-27=-2374/587 BOT CHORD 2-12=-449/2098,11-12=-354/1713,9-11=-480/2095 WEBS 3-12=-514/217,4-12=-54/476,6-11=-65/353,8-11=-448/215 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)-1-7-3 to 1-4-13,Interior(1)1-4-13 to 9-7-1,Exterior(2)9-0-5 to 10-9-15,Interior(1) 14-5-3 to 21-7-3 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(flat plate D Category \�`(�NG N�R s/o 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow); II;ExpB;PartiallyExp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. �� 2 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs $g200 P E �r non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. �j / 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will it `I fit between the bottom chord and any other members. � OREGON �' 8)A plate rating reduction of 20%has been applied for the green lumber members. �L X44/ 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 9.This connection is for uplift i0 '9Y 14 20� -�- only and does not consider lateral forces. it I �P 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and' "gypsum y/E/�R LL sheetrock be applied directly to the bottom chord. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/31/2017 Continued on page 2 August 10,201 t il I Verify design WARNING-Ve' rrg parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7477 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members ony.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 a Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263383 18907_JT_SMITH-PARC_—D E02 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:05 2016 Page 2 ID:dfDuTMFVKzfcjRniYRF 1 IHypHOE-tEdSTBHixTDP3Jisfrsrfxa?QhoMWFkeZ9fpzypGHm NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)71 lb down and 75 lb up at 9-0-5,and 79 lb down and 91 lb up at 10-0-0, and 150 lb down and 75 lb up at 10-9-15 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,4-6=-64,6-7=-64,6-10=-64,13-16=-20 Concentrated Loads(Ib) Vert 4=-38 6=-38 23=-9(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Miele®connectors.This design is based only upon parameters shown,and is for an individual building component,not111, 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 r Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263384 18907_JT_SMITH-PARC_-D E03 FINK 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:05 2016 Page 1 I D:dfDuTMFVKzfcjRniYRF 1 I HypHOE-tEdSTBHixTDP3JisfrsrfxaoJhrdW5keZ9fpzypGHm 1-7-3 1 5-3-7 5-3-7 I 10-0-0 1 14-8-9 I 20-0-0 1 21-7-3 1 4-8-9 4-8-9 5-3-7 1-7-3 Scale=1:38.1 4x4 = 4 5M171- 12 19 1.5x4 \\17 18 20 1.5x4 // 3 5 r c� 16 21 2 6 Y o . .00 [7 [7 .41 ire, + 7 V I 9 o 8 Z 3x4= 3x4= 3x4 = 3x4= 16-105 1 13-1-11 I 20-0-0 I 6-10-5 6-3-7 6-10-5 Plate Offsets(X.Y)— [2:0-0-7.Edge].16:0-0-7.Edge] LO TCLL ADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.06 8-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.16 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:82 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G 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) 2=942/0-5-8,6=942/0-5-8 Max Horz 2=-94(LC 15) Max Uplift2=-237(LC 14),6=-237(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-1568/346,3-16=-1511/359,3-17=-1383/320,17-18=-1339/324,4-18=-1324/334, 4-19=-1324/334,19-20=-1339/324,5-20=-1383/320,5-21=-1511/359,6-21=-1568/345 BOT CHORD 2-9=-329/1395,8-9=-136/957,6-8=-264/1395 WEBS 3-9=-345/209,4-9=-114/498,4-8=-114/498,5-8=-345/209 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)-1-7-3 to 1-4-13,Interior(1)1-4-13 to 10-0-0,Exterior(2)10-0-0 to 13-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. Q�E� P R OFF 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs rS's non-concurrent with other live loads. CANG[N EF,q �O 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /fj6)*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 will89200 PE "9t�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)2 and 6.This connection is for uplift :7:44010.-' 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'/2"gypsum sheetrock be applied directly to the bottom chord. yG ,�OREGON a .fiO -4/Y 14,20\ P+ MFRRIL'- 6 EXPIRES: 12/31/2017 August 10,201 t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111* Design valid for use only with/vliTek®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/TP11 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 r Job r Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263385 18907_JT_SMITH-PARC_—D EHR CORNER RAFTER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:06 2016 Page 1 I D:dfDuTMFVKzfcjRniYRF 1 I HypHOE-LRBghXHLinLFgTH2CYN4C96AF5ErE_nttDuCMPypGHI I -2-6-0 I 7-4-3 71-7-6 11-4-11 11-70 2-6-0 7-4-3 0-3-3 3-9-5 0-2-6 Scale=1:27.4 4 5 o 3x4 0 4.24 12 3x4% 3 7 O1� 3x4% =; o 10.111R 3x4% WO 3x4% 6 t 2 Y O. O.I. O. 1 t� I 74-3 I 7-4-3 LTCLL OADING(Ps25.0 SPACING- 1-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.02 2-3 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.03 2-3 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight 31 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 2=224/0-8-6,3=156/0-2-13,4=71/0-2-13 Max Horz 2=119(LC 10) Max Uplift2=-134(LC 10),3=-105(LC 14),4=-45(LC 10) Max Gray 2=225(LC 20),3=192(LC 20),4=99(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-2-6-0 to 1-8-15,Exterior(2)1-8-15 to 11-7-1 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=134 ,3=105. PR 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. '`�Q`ED 0 55 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum <49"." Z"----- ,_f•-•C !NGtN EF /0sheetrock be applied directly to the bottom chord. `i R 2 89200PE v� ,OREGON lv� 'iQ q y 14,20', P+ MRRIL\- s?' EXPIRES: 12/31/2017 August 10,201 I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. ow Design valid for use only with MiTeksS connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/911 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 t Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263386 18907_JT_SMITH-PARC_--D JE01 Jack-Open Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:06 2016 Page 1 ID:dfDuTMF VKzfcjRniYRF 1 IHypHOE-LRBghXH LinLFgTH2CYN4C96EV5EsE_nttDuCMPypGHI I -1-0-0 I 1-2-9 I 4-0-0 1-0-0 1-2-9 2-9-7 Scale=1:9.7 3 8.00 12 TA r7 N 2 hr OF III w I6 1 M 8 JL24 4 3x4= I 1-1-131-2-p 4-0-0 I 1-1-13 0 2 2-9-7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014Matrix-M20% BCDL 10.0 ( ) Weight 9 lb FT= LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=51/Mechanical,2=145/0-5-8,4=32/Mechanical Max Horz 2=60(LC 8) Max Uplift3=-12(LC 8),2=-41(LC 8) Max Gray 3=58(LC 3),2=145(LC 1),4=55(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. �EO P R QF6 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift :�(, o•-• only and does not consider lateral forces. NGj ANG(N EF� /O 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. wC? 9 10)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to CC 89200P E front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. ApiPP 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard O 4‘../:r - 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ,'7'<i) q OREGON !ix ,S Uniform loads l(3-64,4-5=-20 plf) /� ,t y 14,ZO .i ert: ,v., Concentrated Loads(Ib) 4/FR R I L'- Vert:8=-11(F) EXPIRES: 12/31/2017 August 10,201 I I ith 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/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 JT SMITH COMP-PARCEL 3 EDGEWOOD K2263387 18907_JT_SMITH-PARC_--D JE02 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 10 10:30:07 2016 Page 1 ID:dfDuTMFVKzfcjRniYRF 1 I HypHOE-polCusIzT5T6lcsEmGuJkMfPQUa5zR015telusypGHk I -1-0-0 I 2-5-9 I 4-0-0 I 1-0-0 2-5-9 1-6-7 Scale=1:14.0 3 8 IT 8.00 ,2 112 ' 1‘,,9? 1 4 3x4 = I 2-4-13 2-519 4-0-0 I 2-4-13 0-0-12 1-6-7 LTCLL OADING(Ps25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 4-7 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=63/Mechanical,2=202/0-5-8,4=32/Mechanical Max Horz 2=97(LC 12) Max Uplift3=-46(LC 12),2=-39(LC 12) Max Gray 3=68(LC 20),2=202(LC 1),4=59(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-4-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. ���EO P R QFenS 7)Refer to girder(s)for truss to truss connections. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift ..c.;<('\'‘ ) ANG jNEAR �� only and does not consider lateral forces. �� 17 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''A"gypsum 89200 P E - sheetrock be applied directly to the bottom chord. -7,9).- OREGON a ��,� 7614,2°� v.4 41 .13 RIO- 6 EXPIRES: 12/31/2017 August 10,201 t I ith 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2018 BEFORE USE. Design valid for use only with Weld)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 JT SMITH COMP-PARCEL 3 EDGEWOOD 18907_JT_SMITH-PARC_—D JE03 K2263388 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 10 10:30:07 2016 Page 1 ID:dfDuTMFVKzfcjRniYRF 1 IHypHOE-polCuslzT5T6lcsEmGuJkMfOhUZ 1 zR015telusypGHk 1 -1-0-0 1 3-8-9 (1-0-0 1-0-0 3-8-9 D-3-71 Scale=1:18.4 3 I 8.00 12 9 c, c, N h.- / IOD 8 2 A o 1 ____ 4 ► / 3x4 = I 3-8-9 (1-0-01 3-8-9 0-3-7 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.01 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight 13 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=90/Mechanical,2=249/0-5-8,4=37/Mechanical Max Horz 2=135(LC 12) Max Uplift3=-76(LC 12),2=-51(LC 12) Max Gray 3=98(LC 20),2=249(LC 1),4=61(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-7-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. ����0 PR OFF, 7)Refer to girder(s)for truss to truss connections. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift c.... . t:/9 ANG I N EFR s/� 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'W gypsum CC L 9200 P E 9r sheetrock be applied directly to the bottom chord. vi,1yL , OREGON ��� <0 A Y 14,'2-°\ .Jr ' RRI0- ' EXPIRES: 12/31/2017 August 10,201 1 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. fall 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 Wel( is always required for stability and to prevent collapse 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 i Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263389 18907_JT_SMITH-PARC_--D JE04 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 10 10:30:07 2016 Page 1 ID:d1DuTMFVKzfcjRniYRF 1 I HypHOE-polCuslzT5T6lcsEmGuJkMfOMUZ?zR015telusypGHk 1 -1-0-0 1 4-0-0 1 4-11-9 1 1-0-0 4-0-0 0-11-9 Scale=1:22.7 4 I Io 3 8.00 I12 rA V .. r0 9 ,T a) N (0 2 J A 1 W 5 3x4= I 4-0-0 I 4-0-0 LO TCLL ADING(psf) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.01 5-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.02 5-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=172(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-109(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=264(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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-10-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. ��G_0) P R°Fe n 7)Refer to girder(s)for truss to truss connections. 88)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. �c.,<°\ ANG'NEF9 /Q One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4,2,and 3.This connection is for C 2 uplift only and does not consider lateral forces. �� 892 00 P E 9l 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �� sheetrock be applied directly to the bottom chord. ' -1 ,OREGON X44/ <O -<y 14, l P4 MERRI0, e' EXPIRES: 12/31/2017 August 10,201 t / A WARNING-Verily rrfy desi n g 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,notNI, a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 r Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263390 18907_JT_SMITH-PARC_-D JE05 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 10 10:30:08 2016 Page 1 ID:dfDuTMFVKzfcjRniYRF 1 IHypHOE-HpJa5CJbEObzwmQRKzQYHaCY6uuEiuGAKXNJQ IypGHj 1 -1-0-0 1 4-0-0 I 6-2-1 I 1-0-0 4-0-0 2-2-1 Scale=1:27.0 4 5 1i 2 0 8.0012 3 i( 11 y 4- '4 o 10 1 2 ►1 1 M/ M 3x4 = 6 I 4-0-0 I 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.01 6-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) -0.02 6-9 >999 180 BCLTCDL L 0.0 *7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=210(LC 12) Max Uplift All uplift 100 lb or less at joint(s)2,4 except 3=-141(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,3,4 except 2=264(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-2-1 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. ��\\EO P R Open 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. CO ANG j N EFq 2_ 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,3,and 4.This connection is for uplift only and does not consider lateral forces. �� =92 00 P E 91e" 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'W gypsum sheetrock be applied directly to the bottom chord. i41111 - , OREGON tk &lv� �O "9 y 14,20\ P+ MFR R 11-\- e' EXPIRES: 12/31/2017 August 10,201 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Boning 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 JT SMITH COMP-PARCEL 3 EDGEWOOD K2263391 18907_JT_SMITH-PARC_-D JR01 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:08 2016 Page 1 I D:dfDuTMF VKzfcjRniYRF 1 I HypHOE-HpJa5CJbEObzwmQRKzQYHaCZ?uvKiuGAKXNJQIypGHj I -1-0-0 1-2-9 4-0-0 I 1-0-0 1-2-9 2-9-7 Scale=1:9.7 3 8.00 112 TA M, 2 -1- __________________________________________________________________________________ / log a) 1 M 8 JL24 4 3x4= I 1-1-13 112-p 4-0-0 I 1-1-13 0-0-12 2-9-7 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 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 4-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=51/Mechanical,2=145/0-5-8,4=32/Mechanical Max Horz 2=60(LC 8) Max Uplift3=-12(LC 8),2=-41(LC 8) Max Gray 3=58(LC 3),2=145(LC 1),4=55(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. QE� P R OFF 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift s only and does not consider lateral forces. �Gj� %‘A9G210N::: s�9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��? �i�10)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)tore back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard • 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 1%2_ 4I OREGON D, ,S Uniform LoadsVert:1(3- 64,4-5=-20 /0 M y 14,2C V`,'i" Concentrated Loads(Ib) FR R i L` Vert:8=-11(B) EXPIRES: 12/31/2017 August 10,201 I f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ` a truss system.Before use,the building designer must verify the applicability of design parameters and 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/TPI1 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 i Job Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD 18907_JT_SMITH-PARC_-D JR02 Jack-Open 1 1 K2263392 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:09 2016 Page 1 I D:dfDuTMFVKzfcjRniYRF 1 IHypHOE-I0tyJYKD?ijgXw?dugxngnkkvl FZRLWKZB7sykypGHi 1-0-0 I 2-5-9 I 4-0-0 2-5-9 1-6-7 Scale=1:14.0 3 8 f 8.00 12 ofAMII.........i2 ►1 4 / I� ►►t 3x4 = I 2-4-13 2-619 4-0-0 I 2-4-13 0-6-12 1-6-7 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=63/Mechanical,2=202/0-5-8,4=32/Mechanical Max Horz 2=97(LC 12) Max Uplift3=-46(LC 12),2=-39(LC 12) Max Gray 3=68(LC 20),2=202(LC 1),4=59(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-4-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. �Q`ED P R Open 7)Refer to girder(s)for truss to truss connections. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift ..Z) 4902:::: s/o only and does not consider lateral forces. 2 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum ' 8 " sheetrock be applied directly to the bottom chord. co "4. 7, .L. ON 15, & (-7 -.7",/ 6 )' 14,20 P+ MRRIL\- EXPIRES: 12/31/2017 August 10,201 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 i Job i Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263393 18907_JT_SMITH-PARC_—D JR03 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 10 10:30:09 2016 Page 1 I D:dfDuTMFVKzfcjRniYRF 1 IHypHOE-10tyJYKD?ijgXw?dugxngnkjAIEVRLWKZB7sykypGHi 1 -1-0-0 1 3-8-9 -0-01 1-0-0 3-8-9 b3-7 Scale=1:18.4 3 8.00 1220N ,-, 1 4 3x4= I 3-8-9 �1-0-0 3-8-9 b3-7� LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.01 4-7 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight 13 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=90/Mechanical,2=249/0-5-8,4=37/Mechanical Max Horz 2=135(LC 12) Max Uplift3=-76(LC 12),2=-51(LC 12) Max Grav3=98(LC 20),2=249(LC 1),4=61(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-7-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. `� ED PROF S 7)Refer to girder(s)for truss to truss connections. .. F 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift �\CJ �NG j N 1c�9 s/O only and does not consider lateral forces. � 2 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'''A"gypsum S 9200 P E 37r sheetrock be applied directly to the bottom chord. velIl yG , OREGON A. <O -1)' 14,20\ P+ 44 -RR 10- EXPIRES: 12/31/2017 August 10,201 t I VerifyA WARNING- design �� g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 14111 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 k Job a Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263394 18907_JT_SMITH-PARC_-D JR04 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 10 10:30:10 2016 Page 1 ID:dfDuTMFVKzfcjRniYRF 1 I HypHOE-ECRKWuKrmOrh94apROSOM?HubiaiAomTorsQVAypGHh 1 -1-0-0 1 4-0-0 1 4-11-9 1 1-0-0 4-0-0 0-11-9 Scale=1:22.7 4 II to 3 8.0c, ,-M '7, I 5 3x4= I 4-0-0 I 4-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.01 5-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.02 5-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (lb)- Max Horz 2=172(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-109(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=264(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-10-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. ����9 P R Ores 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 'Z �NG►N SFR /0 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4,2,and 3.This connection is for C? /L uplift only and does not consider lateral forces. �� '9l 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 892��P E 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and V2'gypsum /� sheetrock be applied directly to the bottom chord. - ,OREGON 1).‘ ��2 70 }' 14,2Q\ Q4 MFRRIL\- e' EXPIRES: 12/31/2017 August 10,201 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not1111. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 r Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263395 18907_JT_SMITH-PARC_-D R01 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:11 2016 Page 1 ID:dfDuTMFVKzfcjRniYRF 11 HypHOE-i0JkELTWJzYnE9??5zFvCq?C6uHvBxdOVcz1 dypGHg I -1-7-3 3-0-13 I 5-9-14 1611-10 I 9-11-8 I 1-7-3 3-0-13 2-9-2 0-6-12 3-6-14 Scale=1:22.4 5x6 \\ 4 1.5x4 II 3. k >< 5 13 5.0012 i5 `b ' v N `,:i?N 2 CI 1 41- 16 17 9 JL24 18 8 JL24 JL24 1.5x4 I I JL24 3x6 =7 3x4 = I 3-0-13 I 5-9-14 9-11-8 I 3-0-13 2-9-2 4-1-10 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.03 9-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.08 9-12 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.26 Horz(CT) 0.01 8 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 BCDL 10.0 (Matrix-M) Weight:42 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 2-0-0 oc purlins:3-6. 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) 2=610/0-5-8,8=587/Mechanical Max Horz 2=143(LC 10) Max Uplift2=-154(LC 10),8=-162(LC 6) Max Gray 2=823(LC 26),8=609(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-787/100,3-13=-617/108 BOT CHORD 2-16=-152/635,16-17=-152/635,9-17=-152/635,9-18=-156/625,8-18=-156/625 WEBS 3-9=0/267,3-8=-743/186 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(Flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. ��o O P R OFe el 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '. 3 ANG►N EFR 2� 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��? * fit between the bottom chord and any other members. 4:t. 89200 P E 9r 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. /,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=162. 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift onlyamstr and does not consider lateral forces. OREGON �Li 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 1 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. <Q ' 14,2'3\ 14)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the /^tV,IIQjP T left end to 8-0-12 to connect truss(es)to front face of bottom chord. Fjq RI L'- 15)Fill all nail holes where hanger is in contact with lumber. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)168 lb down and 72 lb up at 5-11-10,and 118 lb down and 109 lb up at 8-0-12 on top chord. The design/selection of such connection device(s)is the EXPIRES: 12/a1/2017 Continued onblpaneo2 thers. August 10,201 I t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMN. 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/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 a Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263395 18907_JT_SMITH-PARC_-D RO1 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:11 2016 Page 2 I D:dfDuTMF VKzfcjRniYRF 1 I HypHOE-i0JkELTWJzYnE9??5zFvCq?C6uHvBxdOVcz 1 dypGHg NOTES- 17)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(plt) Vert:1-3=-64,3-4=-64,3-6=-64,7-10=-20 Concentrated Loads(Ib) Vert:3=-72 9=-17(F)15=-100 16=-12(F)17=-12(F)18=-19(F) t / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not11111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual 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 t Job I Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD 18907 JT_SMITH-PARC -D R02 K2263396 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:12 2016 Page 1 I D:dfDuTMF VKzfcjRniYRF 11HypHOE-AbY5xaM5Hd6POOkCZpUURQMArVEEeewmF9L WZ3ypGHf I -1-7-3 I 3-0-13 I 5-9-14 -4-101 9-5-8 9-11-81 1-7-3 3-0-13 2-9-2 05-12 3-0-14 0-6-0 Scale=1:26.7 4 6 1.5x4 r 4x6 \\ � 5.00 12 16 .5x4 I I 3 P 7 �� 11 v 111141 w ...didiggillIllIlll15 n Illiiiiiiii&I' 2 o r Y S 1 I♦/ C t 11 10 1.5x4 I I 9 3x4= 3x6 = I 3-0-13 I 5-9-14 I 9-11-8 I 3-0-13 2-9-2 4-1-10 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.03 11-14 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.06 11-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight 49 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 2-0-0 oc purlins:3-8. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s):5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=529/0-5-8,10=498/Mechanical Max Horz 2=204(LC 14) Max Uplift2=-137(LC 51),10=-209(LC 14) Max Gray 2=813(LC 30),10=705(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-820/42,3-15=-721/57 BOT CHORD 2-11=-168/672,10-11=-171/665 WEBS 3-10=-791/203 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)-1-7-3 to 1-4-13,Interior(1)1-4-13 to 9-7-0,Exterior(2)9-3-12 to 9-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ���Ep p R OFFs 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �5 NG I N EFR s/O non-concurrent with other live loads. ,� 5)Provide adequate drainage to prevent water ponding. 89200 P E "7 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 ,/P0..............--e..---- fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. w 9)Refer to girder(s)for truss to truss connections. • OREGON �1. lvcr � 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=209. 9 Y �1 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 O 14,2 VQ,�- and does not consider lateral forces. 4/ -R R 10- 12)"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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)86 lb down and 59 lb up at 9-11-8 EXPIRES: 12/31/2017 Continued rd.coThe design/selection of such connection device(s)is the responsibility of others. August 10,201 4 1 is. 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 MTekS 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 k Job Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263396 18907_JT_SMITH-PARC_--D R02 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:12 2016 Page 2 I D:dfDuTMFVKzfcjRniYRF 1 IHypHOE-AbY5xaM5Hd6POOkCZpUU RQMArVEEeewmF9LWZ3ypGHf LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,46=-114,5-7=-114,7-8=-64,9-12=-20 Concentrated Loads(Ib) Vert:7=-39 � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with Milek®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 lug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job a Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263397 18907_JT_SMITH-PARC_-D R03 MONO TRUSS 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:12 2016 Page 1 ID:dfDuTMFVKzfcjRniYRF 1 IHypHOE-AbY5xaM5Hd6POOkCZpUU RQMCeVFnegamF9LWZ3ypGHf 1 -1-7-3 1 6-4-5 I 9-11-8 I 1-7-3 6-4-5 3-7-3 Scale=1:27.6 4 5 1.5x4 3x4% 5.00 12 3 13 i1I • 12 gggillIllIllIlll 2'OA r Y6 1 M - 8 7 3x4 = 1.5x4 II 6 3x6= I 6-4-5 I 9-11-8 I 6-4-5 3-7-3 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.02 8-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.16 Vert(CT) -0.08 8-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:44 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) 2=531/0-5-8,7=407/Mechanical Max Horz 2=214(LC 13) Max Uplift2=-153(LC 14),7=-136(LC 14) Max Gray 2=548(LC 21),7=484(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-526/94,12-13=-458/109,3-13=-379/111 BOT CHORD 2-8=-186/423,7-8=-186/423 WEBS 3-7=-540/190 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)-1-7-3 to 1-4-13,Interior(1)1-4-13 to 9-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. � 1] P R OFF 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. c5' 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 \Ca �NG j N EFR s/0 fit between the bottom chord and any other members. �C? 29 7)A plate rating reduction of 20%has been applied for the green lumber members. �- 89200 P E 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=136. / 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. `w PP11)This truss design requires that a minimum of 7/16"structural wood sheathingbe applied directlyto the topchord and pp gypsum OREGON �lv sheetrock be applied directly to the bottom chord. vL/O 2'-/Y 14,20 P+ MFRRIL\- EXPIRES: 12/31/?017 August 10,201 t 0-. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES(REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 I Job i Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263398 18907_JT_SMITH-PARC_-D RHR CORNER RAFTER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:13 2016 Page 1 ID:dfDuTMFVKzfcjRniYRF 11HypHOE-en6T9wNk2xEGOXJO7 W?j_dvMQvdU N9VvUp545VypGHe I -2-6-0 7-4-15 7 11-5-7 11-81.0 2-6-0 7-4-15 0-3-4 3-9-4 0-2-9 Scale=1:27.5 4 5 - lO 3x4% 1 4.24 12 3x4 3 _ % rte,7 �,1 3x4 r 4 3x4% 1/00 3x4 6 2 3 to 1 I 7-4-15 7-4-15 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.02 2-3 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.03 2-3 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCLL 0.0 ' Code IBC2015ITPI2014 (Matrix-S) Weight 31 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 2=225/0-9-0,3=157/0-2-13,4=71/0-2-13 Max Horz 2=119(LC 10) Max Uplift2=-135(LC 10),3=-105(LC 14),4=-46(LC 10) Max Gray 2=226(LC 20),3=192(LC 20),4=99(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-2-6-0 to 1-8-15,Exterior(2)1-8-15 to 11-8-0 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=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)*This truss has been designed for a 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. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=135 ,3=105. P R 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. ,`�QED OFFss N 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum ,.Co G I N E� /O sheetrock be applied directly to the bottom chord. �C. R444 89200PE CC. 9r � L ,�OREGON eco 'O �Y 14,2°'\ P't- MFR R I t-\- F5 EXPIRES: 12/31/2017 August 10,201 1 f A WARNING-Verily 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 Weida)connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 JT SMITH COMP-PARCEL 3 EDGEWOOD K2263399 18907_JT_SMITH-PARC_-D SE01 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 10 10:30:13 2016 Page 1 I D:dfDuTMFVKzfcjRniYRF 1 I HypHOE-en6T9wNk2xEG0XJO7 W?j_dvPwdwN9VvUp545VypGHe I -1-7-3 I 2-0-0 3-2-4 1 1-7-3 2-0-0 1-2-4 Scale=1:12.3 3 ifi iiii. 5.00 12 10 9 • W .. '- u, n7 2 8 - II1 t MIEli 1 ,/ ►/ 3x4= 4 1 2-0-0 1 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-M) Weight 10 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=68/Mechanical,2=245/0-5-8,4=30/Mechanical Max Horz 2=84(LC 14) Max Uplift3=-47(LC 14),2=-90(LC 10),4=-5(LC 14) Max Gray 3=75(LC 21),2=247(LC 21),4=35(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-7-3 to 1-4-13,Interior(1)1-4-13 to 3-1-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf 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. 9E9 P R QFe 7)A plate rating reduction of 20%has been applied for the green lumber members. c5' 8)Refer to girder(s)for truss to truss connections. �Co ANG I N EF9 Lio 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3,2,and 4.This connection is for �� 1 -57 uplift only and does not consider lateral forces. :9200 P 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. / 4111.10 gill cr yL "7-41).- OREGON tx ", 76 -1) 14,2°\ P+ MFR R 11.-\- R) EXPIRES: 12/31/2017 August 10,201 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wel(' 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/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job ' Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263400 18907_JT_SMITH-PARC_-D SR01 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 10 10:30:14 2016 Page 1 ID:dfDuTMFV Kzfcj RniYRF 1 IHypHOE-6zgrMGOMpE M7ehuagEWyXrSafJy96c13jTgdeyypGHd -1-7-3 I 2-0-0 I 3-2-4 I 1-7-3 2-0-0 1-2-4 Scale=1:12.3 3 �1� 5.0012 10 9 W L 2 If 1 ikiMill W 3x4= 4 I 2-0-0 I 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-M) Weight:10 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=68/Mechanical,2=245/0-5-8,4=30/Mechanical Max Horz 2=84(LC 14) Max Uplift3=-47(LC 14),2=-90(LC 10),4=-5(LC 14) Max Gray 3=75(LC 21),2=247(LC 21),4=35(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-7-3 to 1-4-13,Interior(1)1-4-13 to 3-1-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf 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. Q,c D P R OFFrS 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. . .D JG N E�c9 (51/0 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3,2,and 4.This connection is for 2 uplift only and does not consider lateral forces. Ct 89200P E '9r• 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 111,,:g..........Z.----. IMP OREGON �lv� ‘.7O �Y 14,2 ' 4 MFRRIL\- EXPIRES: 12/31/2017 August 10,201 I I tat. 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 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 JT SMITH COMP-PARCEL 3 EDGEWOOD K2263401 18907_JT_SMITH-PARC_-D ZO1 Monopitch 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:14 2016 Page 1 I D:dfDuTMFVKzfcjRniYRF 1 IHypHOE-6zgrMGOMpEM7ehuagEWyXrSYHJxu6c13jTgdeyypGHd 1 -1-0-0 i 5-5-8 I 1-0-0 5-5-8 Scale=1:16.2 3 4 1.5x4 II 1.5x4 II ' 5.00 12 1.5x4 II 16 pi II n 15 N 14 , III 2 II 1 iiiiii �4 '/ 1.5x4 II 1.5x4 II 6 3x4 = 5 1.5x4 II I 5-5-8 I 5-5-8 LO TCLL ADING(psf) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.20 Vert(LL) 0.02 6-13 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.12 Vert(CT) -0.05 6-13 >999 180 BCLL 0.0 * Rep Stress Ina' YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:23 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 OTHERS 2X4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=322/0-5-8,6=201/Mechanical Max Horz 2=117(LC 13) Max Uplift2=-96(LC 14),6=-65(LC 14) Max Gray 2=328(LC 21),6=223(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-5-8 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. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)Gable studs spaced at 1-4-0 oc. �EI] PR OFF 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s .- 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 �CJ� ANG(N GINE-,.. sp fit between the bottom chord and any other members. �� 9 9)A plate rating reduction of 20%has been applied for the green lumber members. 4 89200 P E c- 10)Refer to girder(s)for truss to truss connections. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. / 12)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. 'a 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y."gypsum � 15, L OREGON �GC7 sheetrock be applied directly to the bottom chord. ilriFR R 1L\- EXPIRES: 12/31/2017 August 10,201 f f mil. WARNING-Verifydesign �� g parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIb7473 rev.f 0/03/2015 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 JT SMITH COMP-PARCEL 3 EDGEWOOD 18907_JT_SMITH-PARC_-D ZO1A GABLE 1 1 K2263402 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:15 2016 Page 1 ID:dfDuTMFVKzfcjRniYRF 1 IHypHOE-aAEDZcO_aYU_GrTnEx2B32J 1jH7r3?Cx7aBAOypGHc 1-0-0I 5-5-8 5-5-8 Scale=1:16.2 3 4 1.5x4 II 1.5x4 II , 5.00 12 1.5x4 II 16 1 15 N 14 p 2 digil II II II la II II ! CI 1A Itleg 1.5x4 II 1.5x4 II 6 3x4 = 5 1.5x4 II I 5-5-8 I 5-5-8 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.20 Vert(LL) 0.02 6-13 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.12 Vert(CT) -0.05 6-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight 23 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 OTHERS 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) 2=322/0-5-8,6=201/Mechanical Max Horz 2=117(LC 13) Max Uplift2=-96(LC 14),6=-65(LC 14) Max Gray 2=328(LC 21),6=223(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 5-5-8 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 ANSUTPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)Gable studs spaced at 1-4-0 oc. D PROF 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. F .- 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 C?�`J��NG I N EF.0/ fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 89200 P E �1--- 10)Refer to girder(s)for truss to truss connections. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. 12)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only j' and does not consider lateral forces. i� I AMMEME 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''/z"gypsum �� sheetrock be applied directly to the bottom chord. -yL OREGON D, 76 ,94' 14 20\ -1- 4/ FRRI0- e. EXPIRES: 12/31/2017 August 10,201 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 K Job Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263403 18907_JT_SMITH-PARC_-D Z02 MONO TRUSS 16 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:15 2016 Page 1 ID:dfDuTMFVKzfcjRniYRF 11HypHOE-aAEDZcO_aYU_GrTn Ex2B32J 1 iH7r3?Cx7aBAOypGHc 1 -1-0-0 1 5-5-8 I 1-0-0 5-5-8 Scale=1:16.2 3 4 1.5x4 II 5.00 12 12 n 11 r; N 10 2 1 I c 1 ■ =; 6 3x4= 5 1.5x4 II I 55-8 5-5-8 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.20 Vert(LL) 0.02 6-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.12 Vert(CT) -0.05 6-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:20 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) 2=322/0-5-8,6=201/Mechanical Max Horz 2=117(LC 13) Max Uplift2=-96(LC 14),6=-65(LC 14) Max Gray 2=328(LC 21),6=223(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-5-8 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=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ��_0 P R OF�css 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 %‘A,G'N E�9 /9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. �C? j910)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only g200 Pand 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''/z"gypsum sheetrock be applied directly to the bottom chord. p �� OREGON D AWS 70 J' 14,22� P',- ' RRL- EXPIRES; 12/31/2017 August 10,201 t 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 1111. Desi - 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 budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.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 Informaiton available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 c. Job ' Truss Truss Type Qty Ply JT SMITH COMP-PARCEL 3 EDGEWOOD K2263404 18907_JT_SMITH-PARC_--D Z03 MONO TRUSS 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:15 2016 Page 1 ID:dfDuTMFVKzfcjRniYRF 1 IHypHOE-aAEDZcO_aYU_GrTnEx2B32_IPji_r3?Cx7aBAOypGHc I -1-7-3 I 1-11-8 1-7-3 1-11-8 Scale=1:9.6 3 4 1.5x4 II 11 5.00 112 ' 2 ,...iiiiiiia . E 10 ragMMIILF1 A 1 „ 6 5 3x4 = 1.5x4 II I 1-11-8 I 1-11-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) 0.00 9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.00 9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (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 1-11-8 oc purlins, except BOT CHORD 2X4 DF Std 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. (lb/size) 2=220/0-5-8,5=47/Mechanical Max Horz 2=54(LC 13) Max Uplift2=-92(LC 10),5=-10(LC 14) Max Gray 2=221(LC 21),5=49(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �EO P R OFF fit between the bottom chord and any other members. S' 7)A plate rating reduction of 20%has been applied for the green lumber members. Cj� ANG I N INE-L, s/O2 8)Refer to girder(s)for truss to truss connections. �C? 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5. 89200 P E r" 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. 4ip/ 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. yL ORtk ocku , 'O 9y 14,2°NP+ MFR R 11-\- 6 EXPIRES: 12/31/2017 August 10,201 I I ith, A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1I-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTekS 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 budding 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 ANS1/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 JT SMITH COMP-PARCEL 3 EDGEWOOD K2263405 18907_JT_SMITH-PARC_--D ZHR RAFTER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 10 10:30:16 2016 Page 1 I D:dfDuTMFVKzfcjRniYRF 1 IHypHOE-2MocnxPcLscrt?2zotZQcGXvA7eBa WFMAnJkigypGHb I -2-6-0 I 2-2-12 I 2-6-0 2-2-12 3x4 % Scale=1:10.5 3 3x4 Il 4 4.24 12 5 1 Y 2 o ll.1A1 Lo o o 1 I 2-2-12 2-2-12 LOADING(pso TCLL 25.0 SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.17 Vert(LL) 0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT) 0.00 2-3 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight 10 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-39/0-1-8,2=190/0-8-5 Max Horz 2=41(LC 10) Max Uplift3=-39(LC 1),2=-152(LC 10) Max Gray 3=44(LC 10),2=192(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-4-2,Interior(1)0-4-2 to 2-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=152. D P R 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. <(''C - 10) ('fi'C - �FFss 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��CO NG 1 N EFR /O w cc 89200PE 9r 41filiV<OP � L , OREGON .z, iQ -41}' 14 P+ MFR R 10- EXPIRES: 12/31/2017 August 10,201 t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 11111 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 Rug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3/" Center plate on joint unless x,y ID y 4 (Drawings not to scale) offsets are indicated. Damage or Personal Injury MEDimensions are in ft-in-sixteenths. I4 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. -1/1," 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves p may require bracing,or alternative Tor I _ O •. p bracing should be considered. lili_� -16111111h A� 3. Never exceed the design loading shown and never a U stack materials on inadequately braced trusses. For 4 x 2 orientation,locate ~ C7-8 a 5-6 O 4. Provide copies of this truss design to the building designer,erection supervisor,property owner and plates 0-'Ii ' 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,ESR 1988 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 �! Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. •/+- 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint ® ( number where bearings occur. 17.Install and load vertically unless indicated otherwise. l Min size shown is for crushing only. IIIIII II= fr 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with mhill 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. BCSI: Building Component Safety Information, II W II ile R 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