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Plans (381) ►�5T2,01.6- 0 0 K.)-7 mum RECEIVED , MAR 1 6 Z016 ko3o 6-‘,0 7 CITY OF TIGARD MiTek® BUILDING DIVISION N MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL15-364_MAIN_H Fax 916/676-1909 LENNAR 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: R46689155 thru R46689163 My license renewal date for the state of Oregon is June 30,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. (AO PR OFF oAGINEF,9ss/c2 87022PE r y �Aj, OREGON ti� 1ti O 443ER .\\ �O Os A. H # EX` :06/30/ 9' March 1,2016 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. I 4 __ lei, MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL15-364_MAIN_H Fax 916/676-1909 LENNAR 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: R46689155 thru R46689163 My license renewal date for the state of Washington is January 2,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 010NIO 1.14, '1 47 16.— '6 ‹) N " + 49639 w� , 4 Skit March 1,2016 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. t 4 Job Truss Truss Type Qty Ply LENNAR R46689155 PL15-364_MAIN_H F01 FLOOR 12 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:57:37 2016 Page 1 ID:1 u0?00zRU P6TrUS?gFKExPzjxfe-E481 zGcPTJyHb5hs7PVCj SyAYbrJvrIsBMAyrOzfK8C 0-6-8 H 1 1-9-0 1 10-10-8 1 1 1-6-12 1 Scale=1:31.0 4x5= 2x4 II 3x5= 2x4 II 4x6= 4x8= 2x4 II 3x5 = 2x4 II 3x5= 2x4 II 1 19 20 21 2 22 23 3 24 25 4 26 27 5 28 6 29 30 31 7 32 33 8 34 35 9 36 37 10 38 39 40 11 :. " ' ► iii- i a 18 17 16 5 14 13 2x4 II 4x8= 4x8= 4x5= 4x8= 4x6= 4x4= p-6-81 8-11-0 I 17-11-12 1 0-6-8 8-4-8 9-0-12 Plate Offsets(X,Y)- f1:0-1-8,Edgel,f5:0-2-8,Edgel,f6:0-2-0,Edael,It 1:0-1-8,Edgel,f12:Edae,0-1-8L f14:0-3-8,Edael,f15:0-1-8,Edgel,f16:0-2-12,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) -0.04 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0,06 16-17 >999 360 BOLL 0.0 Rep Stress Incr NO WB 0.59 Horz(TL) -0.00 12 n/a n/a BCDL 5.0 Code IBC20121TPI2007 (Matrix) Weight:76 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=293/0-6-0,15=1102/0-5-8,12=305/0-2-8 Max Gray 1=357(LC 17),15=1102(LC 1),12=363(LC 27) `�Q,�D OFFss �� ANG I N EE.., wO FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. /jj TOP CHORD 1-19=833/0,19-20=-833/0,20-21=-833/0,2-21=-833/0,2-22=-833/0,22-23=-833/0, '9 3-23=-833/0,3-24=-728/198,24-25=-728/198,4-25=-728/198,4-26=-727/198, 87022P 26-27=-727/198,5-27=-727/198,5-28=0/1239,6-28=0/1239,6-29=-324/402, 29-30=-324/402,30-31=324/402,7-31=-324/402,7-32=-324/402,32-33=-324/402, 8-33=-324/402,8-34=-1039/0,34-35=-1039/0,9-35=1039/0,9-36=-1039/0, N CV 36-37=1039/0,10-37=-1039/0 'g• 7, ' 'O OREGON o BOT CHORD 16-17=-22/961,15-16=-560/50,14-15=1197/0,13-14=-131/855,12-13=0/748 "y j cl. O WEBS 6-15=-581/0,1-17=0/866,2-17=-315/0,3-17=-373/259,3-16=-536/115,4-16=-266/0, `C /y$ER Ni 5-16=0/978,5-15=-878/0,10-12=-794/0,10-13=-124/514,9-13=-255/12,8-13=-164/492, Vr 8-14=-784/0,6-14=0/1157 OS A_ HE 'il`\ NOTES- 1)Unbalanced floor live loads have been considered for this design. EXPIRES:06/30/2017 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 3)This truss has been designed to carry a concentrated load of 300.OIb over a space 1-0-0 square,anywhere on the top chord. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 01ONIO p� 6)CAUTION,Do not erect truss backwards. G& `C�p, 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). o WASitt W LOAD CASE(S) Standardrr'W0• 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 1 h % N Uniform Loads(plf) Vert:12-18=-8,1-4=-80,4-30=-120(F=-40),11-30=-80 . r11 49639 4,, . °A, 4rs39 ssIONALS March 1,2016 MUM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.50/03/2015 BEFORE USE. mit 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 propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPII Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 j } Job Truss Truss Type Qty Ply LENNAR R46689156 PL15-364_MAIN_H F02 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:57:38 2016 Page 1 ID:1 u0?00zRUP6TrUS?gFKExPzjxfe-iGiPAcd1 Ed48DFG3h7ORGfUMM_BoeHM000wVNgzfK8B 0-6-8 IH I 1-9-0 1 1 1-8-8 11 1-11-12 I Scale=1:30.2 4x5 = 2x4 II 3x5= 2x4 II 4x12= 2x4 II 3x5= 2x4 II 3x5= 2x4 II 1 18 19 20 2 21 22 3 23 24 4 25 26 5 27 28 6 29 30 7 31 32 8 33 34 9 35 36 37 10 11111111111111/40111 . 242 w w •........I- -111ftiftillifti ' i; �� ✓• N 17 16 15 • 13 12 2x4 II 4x8= 4x8= 3x4 I I 4x10= 4x6= 4x4= 6-8 8-0-0 17-5-12 I 0-6- 8 7-5-8 I 9-5-12 Plate Offsets(X,Y)- 11:0-1-8,Edgel,15:0-5-12,Edgel,f9:0-2-6,Edgel,f10:0-1-8,Edge1,f11:Edge,0-1-81,f15:0-2-12,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) -0.04 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.19 Vert(TL) -0.07 12-13 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.66 Horz(TL) -0.00 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:74 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14=923/0-5-8,1=240/0-6-0,11=337/0-2-8 Max Gray 14=923(LC 1),1=340(LC 16),11=372(LC 25) ��W) PROFESS FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,-.,Ne <C' NFF9 /02 TOP CHORD 1-18=-761/0,18-19=-761/0,19-20=-761/0,2-20=-761/0,2-21=-760/0,21-22=-760/0, -7 3-22=-760/0,3-23=-384/406,23-24=-384/406,4-24=-384/406,4-25=-384/406, Q� 87022PE 25-26=384/406,5-26=-384/406,5-27=-547/164,27-28=547/164,6-28=-547/164, 6-29=-546/164,29-30=-546/164,7-30=-546/164,7-31=-1139/0,31-32=-1139/0, 8-32=-1139/0,8-33=-1139/0,33-34=-1139/0,9-34=-1139/0 BOT CHORD 15-16=-152/717,14-15=-1015/0,13-14=-1022/0,12-13=0/1002,11-12=0/797 2S N' ,N ^/ WEBS 5-14=-888/0,2-16=-315/0,1-16=0/791,3-16=-282/317,3-15=-620/17,4-15=260/21, -y 4i, OREGON o, 5-15=5-15=0399, 5-13=0/1306=- / ,9-12=-95/556,8-12=-254/12,7-12=-213/456,7-13=-744/0, P l''',I.- 6-13=-300/6, 4 weER 1N` `/ NOTES- On A. HE�‘4,P` 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. EXPIRES:06/30/2017 3)This truss has been designed to carry a concentrated load of 300.01b over a space 1-0-0 square,anywhere on the top chord. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. .ortONIO p . GocP jai UASN,`v ` viN � 49639 w %rd 4k" 4, 49639,0 March 1,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. gilt109 Heights,CA 95610 V Job Truss Truss Type Qty Ply LENNAR R46689157 PL15-364_MAIN_H F03 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:57:39 2016 Page 1 ID:1u0?00zRUP6TrUS?gFKExPzjxfe-ATGnOyef?wC?gPrFEgXgptlXzOV Njm9egf2vHzfK8A 0-6-8 I I1 1-3-0 1 i 1-4-0 I I 1-11-12 II 1-9-0 i 1-9-0 Ii 1-9-0 I 1-9-0 1 Scale=1:33.6 2x4 II 4x5= 3x5= 2x4 I I 3x6 = 2x4 I I 4x8 = 4x10= 2x4 II 3x5= 2x4 II 3x5= 2x4 II 1 22 2 23 24 3 25 26 4 27 28 5 29 30 6 31 32 7 33 34 8 35 36 9 37 38 10 39 40 11 41 42 12 43 44 45 13 '� wiw �i�im��w�� ai ,:i' = _..... §111010....-- --11.14111441r1ro.d. 4414W11 "1"..11111 -0000. 1111, JO 2 20 19 18 1 16 15 14 4x6= 4x4= 456= 4x8= 4x6= 4x10= 4x6= 4x4= I 19-5-12 0-0-0 0.6-81 19-5-8 9-5-12 1 Plate Offsets(X,Y)- [1:0-1-8,0-0-0],[2:0-2-4,Edge],[5:0-2-12,Edge],[8:0-3-4,Edge],[13:0-1-8,Edge],[14:Edge,0-1-8],[16:0-4-12,Edge],[17:0-2-0,Edge],[18:0-2-12,Edge], f21:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.05 19 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.33 Vert(TL) -0.08 19 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0.72 Horz(TL) -0.02 21 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:83 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracin . REACTIONS. All bearings 0-6-0 except(jt=length)21=0-3-8,14=0-2-8,17=0-5-8. ��,ED PROFF�, (Ib)- Max Gray All reactions 250 lb or less at joint(s)1 except 21=602(LC 3),14=363(LC 31),17=1132(LC 1) ��'� ANG]NEFR ,y, FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. GV TOP CHORD 2-23=-1257/0,23-24=-1257/0,3-24=-1257/0,3-25=-1663/0,25-26=-1663/0, 4t. 87022PE r- 4-26=-1663/0,4-27=-1663/0,27-28=-1663/0,5-28=-1663/0,5-29=-871/221, 29-30=-871/221,6-30=-871/221,6-31=-871/221,31-32=-871/221,7-32=-871/221, 7-33=0/1520,33-34=0/1520,8-34=0/1520,8-35=-456/561,35-36=-456/561, 9-36=-456/561,9-37=-455/561,37-38=-455/561,10-38=-455/561,10-39=-1102/20, 27 N� ^/ 39-40=-1102/20,11-40=-1102/20,11-41=-1101/20,41-42=-1101/20,12-42=-1101/20 y Aj, OREGON R3 BOT CHORD 20-21=0/1243,19-20=0/1723,18-19=0/1336,17-18=-538/261,16-17=-1495/0, -A ' 1 15-16=244/946,14-15=0/778 Or M8ER 1 P� WEBS 8-17=-595/0,2-21=-1377/0,2-20=-3/312,3-20=-663/33,3-19=-320/387,4-19=-285/9, S A HEp`c � 5-19=-168/555,5-18=-741/9,12-14=-826/0,12-15=-120/534,11-15=-254/12, 10-15=-190/480,10-16=-767/0,9-16=-297/7,8-16=0/1413,6-18=-287/17,7-18=0/954, 7-17=-1222/0 EXPIRES:06/30/2017 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 3)This truss has been designed to carry a concentrated load of 300.OIb over a space 1-0-0 square,anywhere on the top chord. oo Io .44 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to I be attached to walls at their outer ends or restrained by other means. ocV sv. IA$tr, 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. G W 6)CAUTION,Do not erect truss backwards. f '. ' J 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). N LOAD CASE(S) Standard - r 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 i °; Uniform Loads(plf) a • 0 -09639 ty 0Vert:14-21=-8,1-25=-230(F=-150),13-25=-80 t, w�s14 GfO, Es March 1,2016 4 4 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,notl. 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/IPll Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 4, x Job Truss Truss Type Qty Ply LENNAR R46689158 PL15-364_MAIN_H F04 FLOOR 18 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:57:40 2016 Page 1 ID:1 u0?00zRUP6TrUS?gFKExPzjxfe-efg9blfHmEKsSZQRoY2vL4aiiote6D8JtKPcSjzfK89 I 0-11-4 1 1-9-0 I 1 0-6-8 1 Scale=1:17.5 1.5x3 II 3x6= 1.5x3 II 3x4 = 1.5x3 II 1 11 2 12 13 3 14 15 4 16 17 5 18 19 20 4x6=6 o m 45 d o t � 9 d '1'C�( e 8 4x8= 7 ll�/ 3x8= 1.5x3 II 3x4= I 8-11-12 I 8-5-4 -� 0-6-8 Plate Offsets(X,Y)— 12:0-1-4,Edael,f6:0-1-8,Edael,18:0-2-8,Edgel,19:0-3-12,Edael LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.04 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.23 Vert(TL) -0.07 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:37 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=375/0-6-0,10=377/0-2-8 Max Gray 6=383(LC 13),10=382(LC 3) �S��NG�NEFe`.0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. R 2 TOP CHORD 2-12=-1135/0,12-13=-1135/0,3-13=-1135/0,3-14=-1135/0,14-15=-1135/0, 444 "Y- 4-15=-1135/0, 94-15=-1135/0,4-16=-980/0,16-17=-980/0,5-17=-980/0,5-18=-980/0,18-19=-980/0, 87022PE c" 19-20=-980/0,6-20=-980/0 BOT CHORD 9-10=0/566,8-9=0/1247 WEBS 6-8=0/1019,5-8=-314/0,4-8=-522/164,4-9=-407/245,3-9=-256/6,2-9=0/763, N 2-10=-676/0 y �A2, OREGON tis ,t/../ NOTES- '2On��8ER 1N 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. S \Q' 2)This truss has been designed to carry a concentrated load of 300.0Ib over a space 1-0-0 square,anywhere on the top chord. A He 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. EXPI RES:06/30/2017 5)CAUTION,Do not erect truss backwards. �y 1IO G0' 01;WAS4:, ° � % ! , d 49639 �,� • ott�' rsTE.g�° sSi. NAL,, March 1,2016 I MIN AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/I-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/TPIT Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 t- t Job Truss Truss Type Qty Ply LENNAR R46689159 PL15-364_MAIN_H F05 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:57:41 2016 Page 1 ID:1 u0?00zRUP6TrUS?gFKExPzjxfe-GrOXoegvXYSj4j_eMFZ8u16vDCEtrgFS6_89_9zfK88 1 1-9-0 1 1-9-4 1 1 1-0-4 I 1 1-6-12 1 Scale=1:33.4 2x4 II 3x5 = 3x4 II 3x5= 2x4 II 3x5= 4x8 = 2x4 II 3x5= 2x4 II 3x5= 2x4 II 1 20 21 22 2 23 24 3 25 4 26 27 5 28 29 6 30 31 7 32 33 8 34 35 9 36 37 10 38 39 11 40 41 42 12 0 __ _ _ 8 hileg -Wial WV N_Vr_ 10.1.11 is 01. ..-11* R. li L 1• 17 15 14 4x4 = 4x8 = 4x6= 4x5= 4x8= 4x6= 4x4=- I I 3-9-4 I 10-5-0 I 19-5-12 3-9-4 6-7-12 9-0-12 Plate Offsets(X,Y)- 17:0-2-8,Edgel,112:0-1-8,Edgel,f13:Edde,0-1-81,r16:0-1-8,Edgel,r19:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.03 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.06 14-15 >999 360 BOLL 0.0 Rep Stress Ina YES WB 0.53 Horz(TL) 0.01 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:84 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-2-12 except(jt=length)18=0-3-8,16=0-5-8,13=0-2-8. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)19 <<Q` D P R OFFS Max Gray 3All reactions 250 lb or less at joint(s)except 19=286(LC 22),18=517(LC 3),16=821(LC 4),13=369(LC ��\Cj �NGI NEF9 cs�O2 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 87022 P E 9t' TOP CHORD 2-23=0/325,23-24=0/325,3-24=0/325,3-25=0/325,4-25=0/325,4-26=-472/151, 26-27=-472/151,5-27=-472/151,5-28=-471/151,28-29=-471/151,6-29=-471/151, 6-30=0/854,30-31=0/854,7-31=0/854,7-32=-360/98,32-33=-360/98,8-33=-360/98, N N 8-34=-360/98,34-35=-360/98,9-35=-360/98,9-36=-1049/0,36-37=-1049/0, C-o� OREGON ti�OWN 10-37=-1049/0,10-38=-1049/0,38-39=-1049/0,11-39=-1049/0 'y 7, 4-15=0/870, 0 WEBSBOT 3-18=-290/22, 18-13-18=-290/22,7-16=-530/0,/333, 4 2-19=-354/111,1 8 2 18 1-476/0,6-16=-779/0,6717=-88/402, •P 4,,, BER 1\ Qr 5-17=-258/3,4-17=-97/509,4-18=-610/54,11-13=-806/0,11-14=-107/524, S A . HE�� 10-14=-255/12,9-14=-174/480,9-15=-777/0,7-15=0/1036 NOTES- EXPIRES:06/30/2017 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)19,13. 3)This truss has been designed to carry a concentrated load of 300.OIb over a space 1-0-0 square,anywhere on the top chord. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 01ONIO 4 5)CAUTION,Do not erect truss backwards. G05 d;WASI1{--" . ` ' v, �leN iv,r rd • 0 49639 4,7 4, 94VISTES `�SIUNALti�& March 1,2016 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. 1. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 a t Job Truss Truss Type Qty Ply LENNAR R46689160 PL15-364_MAIN_H F06 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:57:41 2016 Page 1 ID:1 uO?OOzRUP6TrUS?gFKExPzjxfe-6rOXoegvXYSj4j_eMFZ8u16u6CD1 rdnS6_89_9zfK88 1 2-0-0 I 1 1-11-0 I I 1-6-12 I I 1-9-0 1 1-9-0 II 1-9-0 1 1-9-0 I Scale=1:33.4 2x4 II 3x6= 2x4 II 3x5= 2x4 II 5x16= 2x4 II 3x5 = 2x4 I I 3x5= 2x4 II 1 19 20 21 2 22 23 3 24 25 4 26 27 5 28 29 6 30 31 7 32 33 8 34 35 9 36 37 10 38 39 40 11 %I �� ,w 'mow w v di � ill IIIIII±111 I`Y' "-INOG ! d 1: 17 16 14 13 4x5= 4x8 = 4x10= 3x4 II 4x8= 4x6= 4x4= 10-5-0 I 19-5-12 I 10-5-0 9-0-12 Plate Offsets(X,Y)- f4:0-2-6,Edciel,111:0-1-8,Edael.I12:Edge,0-1-81,114:0-3-12,Edge1,116:0-3-O,Edciel,I18:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.06 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.22 Vert(TL) -0,10 16-17 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.01 15 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:84 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 15=1047/0-5-8,18=364/0-2-12,12=291/0-2-8 c Max Gray 15=1047(LC 1),18=390(LC 3),12=359(LC 27) �(5P ED ROF`SrS FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NG'N .19 /O2 TOP CHORD 2-22=-1374/0,22-23=-1374/0,3-23=-1374/0,3-24=-1374/0,24-25=-1374/0, '44 4-25=-1374/0,4-26=-527/320,26-27=-527/320,5-27=-527/320,5-28=-526/320, Ct 87022PE 9r 28-29=-526/320,6-29=-526/320,6-30=-293/594,30-31=-293/594,7-31=293/594, 7-32=-294/594,32-33=-294/594,8-33=-294/594,8-34=-1025/35,34-35=1025/35, 9-35=-1025/35,9-36=-1025/35,36-37=-1025/35,10-37=-1025/35 N CV BOT CHORD 17-18=0/984,16-17=-14/1147,15-16=-1358/0,14-15=-1349/0,13-14=-264/835, 12-13=0/740 �'-y �A)j, OREGON q ,ZZ./ WEBS 6-15=-1010/0,2-18=-1031/0,2-17=-117/627,3-17=-326/10,4-17=-187/579, F 1 Q 4-16=-927/0,5-16=-325/7,6-16=0/1474,10-12=-786/0,10-13=-134/507,9-13=-254/13, �O MgER 1 Q' 8-13=-158/499,8-14=-793/0,6-14=0/1130 S A HS NOTES- 1)Unbalanced floor live loads have been considered for this design. EXPIRES:06/30/2017 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18,12. 3)This truss has been designed to carry a concentrated load of 300.0Ib over a space 1-0-0 square,anywhere on the top chord. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 01ONIO G& 0•,WASIr,, R ' i,,,, 1 - N ,...„......„_______) wONAL0 March 1,2016 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mu a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Suite 109 Heights,CA 95610 I. 4 Job Truss Truss Type Qty Ply LENNAR R46689161 PL15-364_MAIN_H F07 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:57:42 2016 Page 1 ID:1 u0?OOzRUP6TrUS?gFKExPzjxfe-a2ywO_gYlraahsZgwz4NQVf4zcZ9a7BcKeuj WczfK87 1-9-0 I I 1-0-4 1 1 1-6-12 1 Scale=1:27.4 1.5x3 II 3x4= 1.5x3 II 3x6= 4x8 = 1.5x3 H 3x5= 1.5x3 II 3x5= 1.5x3 II 1 17 18 19 2 20 21 3 22 23 4 24 5 25 26 6 27 28 7 29 30 8 31 32 9 33 34 35 10 w o - ��`�a _� `w :. mow - '� o 11111111 11111111 1 A 15 13 12 A.k 3x4= 3x8= 3x5= 4x8= 3x8= 3x4= 1 6-7-12 I 15-8-8 1 6-7-12 9-0-12 Plate Offsets(X,Y)- 14:0-2-15,Edgel,f5:0-2-4,Edgel,f14:0-1-8,Edgel,f15:0-3-0,Edael LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.03 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.06 12-13 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.55 Horz(TL) 0.01 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:68 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 16=190/0-1-12,14=855/0-5-8,11=325/0-2-8 Max Gray 16=325(LC 16),14=855(LC 1),11=368(LC 25) ��Q,�D P13OFFss FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ��5 �NGINFF9 /02 TOP CHORD 2-20=-567/213,20-21=-567/213,3-21=-567/213,3-22=-567/213,22-23=-567/213, 444 -9 4-23=-567/213,4-24=0/935,5-24=0/935,5-25=-355/138,25-26=-355/138, 87022PE r- 6-26=-355/138,6-27=-355/138,27-28=-355/138,7-28=-355/138,7-29=-1044/0, 29-30=-1044/0,8-30=-1044/0,8-31=-1044/0,31-32=-1044/0,9-32=-1044/0 BOT CHORD 15-16=-61/563,14-15=-528/139,13-14=-902/0,12-13=0/864,11-12=0/757 CV WEBS 5-14=-507/0,2-16=-597/65,2-15=-254/262,3-15=-255/12,4-15=0/681,4-14=-708/0, S, N� N 9-11=-804/0,9-12=-110/522,8-12=-255/12,7-12=-173/482,7-13=-777/0,5-13=0/1074 y 'oj, OREGON 0; `NJW NOTES- �On BER 1'11,11`Q\ 1)Unbalanced floor live loads have been considered for this design. S A. HERS 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)16,11. 3)This truss has been designed to carry a concentrated load of 300.01b over a space 1-0-0 square,anywhere on the top chord. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to EXPIRES:06/30/2017 be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. oONIO G05 divAst 'e+ j .. A ,49639.do k,`r March 1,2016 i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. . Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent 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 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 7 Job Truss Truss Type Qty Ply LENNAR R46699162 PL15-364 MAIN H F08 Floor Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:57:42 2016 Page 1 ID:1 u0?OOzRUP6TrUS?gFKExPzjxfe-a2ywO_gYlraahsZgwz4NOVf7FcbdaFicKeujWczfK87 1 1-3-0 2 I 3x4= 1.5x3 II Scale=1:6.7 K v AA VA { d J 4 3 1.5x3 II 3x4= I 1-6r0 I 1-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:7 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=76/Mechanical,3=76/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ��Q‘0 P R Op, NOTES- r F.NGI NE /(2 1)Refer to girder(s)for truss to truss connections. 4/ '9 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 87022 P E 1-- be attached to walls at their outer ends or restrained by other means. yN N, N �Aj, OREGON qCii OAU 9O FiLjBER \1 �S A. HEY` EXPIRES:06/30/2017 rONIO ,0`'P• -W "r' ` • N "a ,� 49639 k,� t'42‘4‘ 7.1.1-6 5 IST ' sSIONALE�� March 1,2016 4 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. fill' Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 c Job Truss Truss Type Qty Ply LENNAR R46689163 PL15-364_MAIN_H F09 Floor Girder 2 1 Job Reference joptionall Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:57:43 2016 Page 1 ID:1 u0?00zRUP6TrUS?gFKExPzjxfe-2EVMDJhA29iRJ080TgbczjBHP?vzJhjlZIdG32zfK86 I 1-9-0 I 1 1.5x3 11 6 2 3x4= 7 3 1.5x3 11 Scale=1:7.3 riiii - o 5 ♦ 4 • 3x4= 3x4= 1 3-9-0 1 3-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) 0.00 5 **** 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.03 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:16 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=207/0-1-12,5=206/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �Q,ED P R OFR. BOT CHORD 4-5=0/321 \c c NGI NEF ,32 WEBS 2-4=-340/0,2-5=-340/0 ,t R 29 NOTES- Ct 87022PE r- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)7 lb down at 0-10-0,and 7 lb down � (f)(1\ O N at 3-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7c�'0j, OREGON lt, „/ 4)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). IP sii,f 1'" P' LOAD CASE(S) Standard S A HERS 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:4-5=-10,1-3=-10o EXPIRES:06/30/2017 Concentrated Loads(Ib) Vert:6=-7(B)7=-7(B) 01ONIo os . wast ' •c, few OttN vt. 49639I+0L � k f� iSIEg sslDN.�LS�� March 1,2016 I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. MIT Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Ulf Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 • Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 4 I (Drawings not to scale) offsets are indicated. I Damage or Personal Injury MAEDimensions are in ft-in-sixteenths. iro„. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See SCSI. TOP CHORDS 7 2. Truss bracing must be designed by an engineer.For O'/16„ wide truss spacing,individual lateral braces themselves W EBS may require bracing,or alternative Tor I 1iii bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. - 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 C6-7 C5-6 I- designer,erection supervisor,property owner and plates 0-1Af' 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 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 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 an=iM number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. Mill MIN 111.=.1 43) 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metalral 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, IJ1 '�� 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 lot MiTeke MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL15-364 UPPER Fax 916/676-1909 LENNAR 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: R46689164 thru R46689175 My license renewal date for the state of Oregon is June 30,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. �S�� NG N 4;9 w% 87022PE 7 1<% N ' j, OREGON rte Off' 9�, AMBER ' �. Os A. He?, EX' _- : .. March 1,2016 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL15-364_UPPER Fax 916/676-1909 LENNAR 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: R46689164 thru R46689175 My license renewal date for the state of Washington is January 2,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 01ONIO �CyS��CW \� ' N 44. 49639 % 4, 49639 d'/1 r v ^i March 1,2016 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. e Job Truss Truss Type Qty Ply LENNAR R46689164 PL15-364_UPPER F01 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:57:56 2016 Page 1 ID:sIuHjXxOQzIdsUSYhfo ISBy09GK-AkoCymrK29LbN0eVVkvKf?SEOuFFysUNfYgH S?ozfK7v 1 2-6-0 I 10-5-6 1 1 1-2-0 I I 2-3-6 I Scale=1:20,9 1.5x3 II 3x8= 1.5x3 II 4x6=3x4 II 1.5x3 II 1 13 14 2 15 16 3 17 18 4 5 19 6 3x5 = 20 21 7 e a ., a , a e- m \ m --)° o o e 1‘2' 11 10 9 8 3x5= 3x10= 4x4= 1.5x3 II 3x5= 1 12-0-4 I 12-0-4 Plate Offsets(X,Y1— [6:0-1-8,Edge1.f10:0-1-8,Eddel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.60 Vert(LL) -0.12 10-11 >999 600 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.52 Vert(TL) -0.18 10-11 >815 480 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:54 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=523/0-4-0,8=523/Mechanical <�� D� PR Open FORCES. (Ib)-Max.Camp./Max.Ten.-All forces 250(Ib)or less except when shown. Co GtI NE / TOP CHORD 2-15=-1771/0,15-16=-1771/0,3-16=1771/0,3-17=-1771/0,17-18=-1771/0,4-18=-1771/0,4-5=-1157/0, �� .. F9 O29 5-19=-1157/0,6-19=-1157/0 BOT CHORD 11-12=0/1189,10-11=0/1421,9-10=0/1157,8-9=0/1157 87022PE r-- WEBS WEBS 5-10=-30/588,2-12=-1277/0,2-11=-63/857,3-11=-463/9,4-11=-222/595,4-10=-777/38,6-8=-1253/0 NOTES- , N� `N 1)Unbalanced floor live loads have been considered for this design. > 2)Refer to girder(s)for truss to truss connections. 9 -yt�'3j, OREGON (1,3 „slid This truss has been designed to carry a concentrated load of 300.OIb over a space 1-0-0 square,anywhere on the top chord. JC ,,ii �'� tJ 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to `Q� be attached to walls at their outer ends or restrained by other means. S A. HSv' EXPIRES:06/30/2017 0/ONIO , C5 %r ;WAS W • 4 N rt 4k- N'S• SFONALti� March 1,2016 4 1 -- a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IMF 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 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/tP11 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 iii Job Truss Truss Type Qty Ply LENNAR R46689165 PL15-3e4_UPPER F02 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:57:57 2016 Page 1 ID:sluHjXxOQzldsU5YhfolSByO9GK-ewMb96syISTS?ADilcsuXgnbGfaoaoHpnTO?XEzfK7u 1 1-4-11 1 1-2-0 1I 2-6-0 I p-11-131 if1-11-13I 1 1-2-0 1 X15 2-3-0 2-3-0 Scale=1:41.9 4x4= 4x4= 4x5= 4x6= 5x16 = 3x8= 3x6 FP= 4x4= 3x10= 1 28 2 29 3 30 31 32 83 34 5 35 6 36 37 7 38 39 8 40 41 9 42 4310 44 11 45 12 13 46 47 14 48 4950 15 e e ....m._a �� / II , S% � �F M � 27 26 25 24 23 22 21 20 19 18 17 16 4x4= 4x8= 4x6=3x6 FP= 5x16 = 4x10 = 4x10= 4x6= 19-3-13 1 6-8-0 I 18-1-13 1 8-13 I 24-7-4 6-8-0 11-5-13 0-7-0 5-3-7 0-7-0 Plate Offsets(X,Y)- [2:0-1-8,Edge],[3:0-1-8,Edge],[11:0-1-8,Edge],[12:0-1-8,Edge],[15:0-1-8,Edge],[16:Edge,0-1-8],[18:0-1-8,0-0-0],[19:0-1-8,Edge],[25:0-1-8,Edge],[26:0-1-8 ,Edge),[27:Edge,0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0,22 19-20 >992 600 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.63 Vert(TL) -0,33 19-20 >652 480 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.03 16 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:112 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracin REACTIONS. (lb/size) 16=671/0-4-0,27=-21/0-2-0,23=1503/0-3-8 G� 0 PROpe s Max Uplift27=-202(LC 4) ]N s Max Gray 16=682(LC 4),27=283(LC 15),23=1503(LC 1) \� IGNG EFi9 /O2 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 1444 87022 P E TOP CHORD 2-29=-337/506,3-29=-337/506,3-30=0/1478,30-31=0/1478,31-32=0/1478, 32-33=0/1478,4-33=0/1478,4-34=0/1478,5-34=0/1478,5-35=0/2053,6-35=0/2053, 6-36=-1030/84,36-37=-1030/84,7-37=-1030/84,7-38=-1030/84,38-39=-1030/84, 8-39=-1030/84,8-40=-2634/0,40-41=-2634/0,9-41=-2634/0,9-42=-2634/0, 2! (..12.‘ R�>.�/ V 42-43=-2634/0,10-43=-2634/0,10-44=-2634/0,11-44=-2634/0,11-45=-2498/0, A), OREGON <(/ 12-45=-2498/0,12-13=-2229/0,13-46=-2229/0,46-47=-2229/0,14-47=-2229/0 ` BOT CHORD 26-27=-506/337,25-26=-506/337,24-25=-506/337,23-24=-2053/0,22-23=-1094/0, MBER 16-17=0/0369 20-21=0/1999,19-20=0/2498,18-19=0/2498,17-18=0/2498, Os, BER WEBS 12-18=-100/283,5-23=-589/0,2-27=-403/605,3-24=-1220/0,4.-24=-310/29,5-24=0/823, 11-20=-418/541,9-20=-432/0,8-20=-55/809,8-21=-1252/0,7-21=-472/0,6-21=0/1908, EXPIRES:06/30/2017 6-23=-1292/0,14-16=-1491/0,14-17=0/937,13-17=-397/184,12-17=-720/255 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 MT20 unless otherwise indicated. �y1ONIO 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)27. 4)This truss has been designed to carry a concentrated load of 300.0Ib over a space 1-0-0 square,anywhere on the top chord. �S Q1:WAS.?0 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to Gw. 6, ' be attached to walls at their outer ends or restrained by other means. *. d 6)CAUTION,Do not erect truss backwards. d lTt N i4 7 rcifi 49639 ,` °.k�� ISTER� .e' March 1,2016 4 8 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 MRek®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 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply LENNAR R46689166 PL15-364_UPPER F03 FLOOR 3 1 Job Reference factional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:57:58 2016 Page 1 I D:sluHjXxOQzldsU5YhfolSByO9GK-e7wzNStaWmbJcKovsKN74tJmv2?pJMYy07mZ3gzfK7t I 1-10-4 1 I 0-10-2 1 2-6-0 1 1-2-0 I I 2-3-6 Scale=1:20.9 1.5x3 II 4x8= 3x12= 1.5x3 II 3x4= 1.5x3 II 1 14 15 16 2 17 3 18 19 4 20 21 22 23 5 24 6 3x4— 25 26 7 e m '''' ..------------------------------- ir'...1 e e a 4 13 11 10 9 866 4x6 = 3x6 = 4x10= 1.5x3 II 1.5x3 I I 3x4= I 2-1-4 I 12-0-4 I 2-1-4 9-11-0 Plate Offsets(X,Y— 12:0-3-0,Edgel,f5:0-1-8,Edgel,16:0-1-8,Edgel,f13:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.50 Vert(LL) -0.06 10-11 >999 600 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.09 10-11 >999 480 BCLL 0.0 Rep Stress lncr YES WB 0.52 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:56 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 13=-282/Mechanical,12=972/0-5-8,8=356/Mechanical �� EO PROF SS Max Uplift 13=-395(LC 14) R F Max Gray 13=143(LC 17),12=985(LC 7),8=428(LC 22) ��5 �NGI NEF,q /p2 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 44., y TOP CHORD 2-17=0/829,3-17=0/829,3-18=-643/0,18-19=-643/0,4-19=-643/0,4-20=-643/0, 87022PE r" 20-21=-643/0,21-22=-643/0,22-23=-643/0,5-23=-643/0,5-24=899/0,6-24=-899/0 BOT CHORD 12-13=-829/0,11-12=-534/93,10-11=0/899,9-10=0/899,8-9=0/899 WEBS 2-12=520/0,2-13=0/923,5-11=-460/240,4-11=-421/0,3-11=0/1025,3-12=-675/0, (!> CV 6-8=-973/0 y � H A�, OREGON ti�OC � NOTES- O s/y13ER 1N 1)Unbalanced floor live loads have been considered for this design. O Q` 2)Refer to girder(s)for truss to truss connections. s A HERS 3)This truss has been designed to carry a concentrated load of 300.OIb over a space 1-0-0 square,anywhere on the top chord. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. EXPIRES:06/30/2017 5)CAUTION,Do not erect truss backwards. 1,,,IyIONIO GOS•a • ,;WASA� W `W 9'N o • �� 6 �c / sSIONALOC" March 1,2016 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. rill" Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 , Job Truss Truss Type Qty Ply LENNAR R46689167 PL15-364_UPPER F04 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:57:58 2016 Page 1 I D:sluHjXxOQzldsU5YhfolS By09GK-67wzNStaWmbJcKovsKN74tJmZ2?IJSiy07mZ3gzfK7t 1-3-3 I I 1-2-0 I I 0-11-9 2-6-0 I Scale=1:12.3 3x4= 11.5x3 II 10 2 11 31.503 11 12 4 304 = 13 14 51.5x3 II - _ an. H m m n e e 14 1.5x3 I I 3x4 = 9 8 7 6 3x4= 3x4=- i I 6-4-12 6-4-12 Plate Offsets(X,Y1— 12:0-1-8,Edgel.17:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.46 Vert(LL) -0.05 6-7 >999 600 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.08 6-7 >945 480 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:30 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=276/Mechanical,6=276/Mechanical Max Gray 9=351(LC 7),6=315(LC 14) ��.0 P R OFFss ( ) c?\5 � GI NEF/9 /02 FORCES. Ib -Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-550/0,3-11=-550/0,3-12=-550/0,4-12=550/0 414 BOT CHORD 8-9=0/550,7-8=0/550,6-7=0/674 87022PE 9r WEBS 2-9=-677/0,4-6=-724/0,4-7=-361/153 NOTES- 1)Unbalanced floor live loads have been considered for this design. . . N� n_ N 2)Refer to girder(s)for truss to truss connections. 7 '0>, OREGON clQtzi 3)This truss has been designed to carry a concentrated load of 300.OIb over a space 1-0-0 square,anywhere on the top chord. T� �j(,�BER 11 \`O 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. os A HS EXPIRES:06/30/2017 oloNIO 44, N I i 4 / � : �'''A9639� �k, cA�,44 .49639 �1 ,s1r • SIQNAL'06 March 1,2016 I, , WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Is Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 ` Job Truss Truss Type Qty Ply LENNAR R46689168 PL15-364_UPPER F05 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,Oregon 7.530 s Jul 14 2014 MiTek Industries,Inc.Tue Mar 01 07:59:49 2016 Page 1 I D:sluHjXxOQzl dsU5Yhfol SBy094G1K--fy8Av6USMHOhabhGanNCtl Pj2omfgYPtXv9xUIzfK68 2-6-0 I 10-10-5 II 1-2-0 �Jt_I I 2-3-0 I 2-3-0 I Scale=1:30.0 2x4 I I 2x4 II 4x12 = 2x4 II 3x5 = 2x4 II 4x4 = 4x4 = 4x10 = 2x4 II 1 18 19 2 20 21 3 22 23 4 24 25 5 26 6 27 7 8 28 29 9 30 31 32 10 i o- j \.°I'l ° 17 16 15 14 13 12 4x8 = 4x12 = 4x6= 2x4 II 5x12= 4x8 = I 17-9-12 17-9-12 Plate Offsets(X,Y)— [6:0-1-8.Edge],[7:0-1-8.Edgel.[10:0-1-8.Edge],[11:Edge,0-1-8],113:0-5-14.Edge1,[14:0-1-8.Edgel.117:Edge.0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.26 15 >832 600 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.41 15-16 >514 480 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:80 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (lb/size) 17=778/Mechanical,11=778/0-4-0 ��O) PROFFS FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,Na �tJGI NEFR s<O29 TOP CHORD 2-20=-2874/0,20-21=-2874/0,3-21=2874/0,3-22=-2874/0,22-23=-2874/0, 4-23=-2874/0,4-24=-3395/0,24-25=-3395/0,5-25=-3395/0,5-26=-3395/0, 6-26=-3395/0,6-27=-3017/0,7-27=-3017/0,7-8=-2666/0,8-28=-2666/0,28-29=2666/0, c- 87022PE 9-29=2666/0 BOT CHORD 16-17=0/1733,15-16=0/3399,14-15=0/3017,13-14=0/3017,12-13=0/3017,11-12=0/1589 WEBS 6-14=256/12,7-13=-46/327,2-17=-1860/0,2-16=0/1230,3-16=-475/5,4-16=-810/195, 4-15=-477/421,5-15=-513/0,6-15=-87/682,9-11=-1731/0,9-12=0/1173,8-12=-356/223, NN.N >� /V 7-12=-887/148 -9 Aj, OREGON ti'`3 04/ NOTES- '2Or) BER 1V t, 1)Unbalanced floor live loads have been considered for this design. S A He 2)Refer to girder(s)for truss to truss connections. 3)This truss has been designed to carry a concentrated load of 300.0Ib over a space 1-0-0 square,anywhere on the top chord. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. EXPIRES:06/30/2017 0 0NI0 44, ,p,' o..YJASJa., W 9639 4y� 9k .6\\\.rs Rv° 4' March 1,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111 Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1Pl1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 r Job Truss Truss Type Qty Ply LENNAR PL15-364_UPPER F06 FLOOR 2 1 R46689169 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:57:59 2016 Page 1 ID:sluHjXxOQzIdsU5YhfoISBy09GK-aJULaouCH4jAEUN5P1 uMcSsxlSOL2wS6FnV6c7zfK7s I 0-9-4 I 2-6-0 1 1.5x3 116 2 3x4= 7 8 3 1.5x3 II Scale=1:8.5 e T X x 4 I •, � 5 4 3x4= 3x4 = I 3-6-4 3-6-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.46 Vert(LL) 0.00 5 **** 600 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.09 Vert(TL) -0.02 4-5 >999 480 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:17 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=149/Mechanical,5=149/Mechanical Max Grav4=248(LC 7),5=315(LC 6) QED PROFF FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. c..Co NGI NEF�n BOT CHORD 4-5=0/269Wo WEBS 2-4=-289/0,2-5=-420/0 2 NOTES- 87022PE r 1)Refer to girder(s)for truss to truss connections. 2)This truss has been designed to carry a concentrated load of 300.OIb over a space 1-0-0 square,anywhere on the top chord. 9 N 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 7 \ 7, N be attached to walls at their outer ends or restrained by other means. A� OREGON ey0 (1/ A. HECk EXPIRES:06/30/2017 010NI0 GAS • ;WASIr,, W 49639 w� SSIQNALtiNA' i March 1,2016 I 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 Mfrek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent 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 7777 Greenback Lane Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply LENNAR PL15-364 UPPER F07 FLOOR 5 1 846689170 Pacific Lumber&Truss Co., Beaverton,Oregon Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:58:00 2016 Page 1 ID:sluHjXxOQzldsU5YhfolSBy09GK-3V 1jo7ug2Nr1 sdxHzIPb91P8AsIgnOAFTRFg8ZzfK7r 1(4= I 1-5-12 1 5 6 7 8 2 1.5x3 II Scale=1:8.6 m 4 3 1.5x3 II 3x4 = I 1-8-12 1-8-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) 0.00 4 **** 600 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 3-4 >999 480 BCLL 0.0 Rep Stress!nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:9 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-8-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=71/Mechanical,3=71/Mechanical Max Gray 4=226(LC 4),3=226(LC 5) co ,N ANNF, , % FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. GI ss 5' NOTES- 2 1)Refer to girder(s)for truss to truss connections. 87022 P E 2)This truss has been designed to carry a concentrated load of 300.01b over a space 1-0-0 square,anywhere on the top chord. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. N y � N A, OREGON cl � 'pcO O� yBER A s` Al. HEP` P EXPIRES:06/30/2017 0°NIOItt c,0-' pV.WAS/4v If? N re..fi9639� �� °.4,,��'carsTER ' SfNE�6 • March 1,2016 I WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/It'll Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply LENNAR R46689171 PL15-364_UPPER F08 FLOOR 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:58:00 2016 Page 1 lD:sluHjXxOQzldsU5YhfolSBy09GK-3V1jo7ug2Nrl sdxHzlPb91P4zsf6nDVFTRFg8ZzfK7r I 2-6-0 10-7-7 i 1 1-2-0 11 0-10-15 2-0-0 I 2-0.0 Scale=1:30.7 2x4 II 2x4 II 8x20 = 2x4 H 3x5 = 5x5= 4x4= 2x4 II 4x12= 2x4 I I 1 18 19 2 20 21 22 3 23 24 4 25 26 5 6 27 ® 28 8 29 30 9 31 32 33 10 o ®' e I ® e D I� ® cC1x�r d 16 15 14 13 12 176x8= 6x12= 8x8=3x6 II 3x6 I I 6x16 = 6x6= 17-6-14 I I 17-6-14 Plate Offsets(X,Y)- f6:0-1-8,Edoel,f7:0-1-8,Edclel,f10:0-1-8,Edoel,f13:0-3-0,0-0-01,f16:0-4-0,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.26 15-16 >820 600 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.44 Vert(TL) -0.40 15-16 >519 480 BCLL 0.0 Rep Stress[nor NO WB 0.75 Horz(TL) 0.04 11 n/a n/a Weight:101 lb FT=0%F,50%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 OF Stud/Std(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-17,2-16,4-16,4-15:2x4 DF No.1&Btr(flat) ,N 0AGNEFR s-o REACTIONS. (lb/size) 17=1077/Mechanical,11=907/0-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ,c 29 TOP CHORD 2-20=-4588/0,20-21=-4588/0,21-22=-4588/0,3-22=-4588/0,3-23=-4588/0, 87022PE � 23-24=-4588/0,4-24=-4588/0,4-25=-4521/0,25-26=-4521/0,5-26=-4521/0, c-- 5-6=-4521/0,6-27=-3973/0,7-27=-3973/0,7-28=-3129/0,8-28=-3129/0,8-29=-3129/0, 29-30=-3129/0,9-30=-3129/0 BOT CHORD 16-17=0/2645,15-16=0/4992,14-15=0/3973,13-14=0/3973,12-13=0/3973,11-12=0/1789 (n ,C,‘1WEBS 6-14=-695/0,7-13=0/595,2-17=-2817/0,2-16=0/2069,3-16=-564/0,4-16=-803/238, �A OREGON �l/ iv 415=-652/354,5-15=-469/11,6-15=0/1010,9-11=-1966/0,9-12=0/1471,8-12=-298/59, ti Q 7-12=-1212/0 �O 'MBER %'` ' NOTES- OS A. HEC\ 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)This truss has been designed to carry a concentrated load of 300.01b over a space 1-0-0 square,anywhere on the top chord. EXPIRES:06/30/2017 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)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) StandardvoNIO `�'. 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Oct a , (A$t,- Uniform Loads(plt) G w W G' Vert:11-17=-8,1-21=-80,21-24=-230(F=-150),10-24=-80 p. N, itoi T s k 49639 ''� gars R� March 1,2016 ..i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. . 1/11111 Design valid for use only with Mire&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 Mitek" 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 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 777777 re Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply LENNAR R46689172 PL15-364_UPPER F09 FLOOR 10 1 Job Reference(ootional) ' Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:58:02 2016 Page 1 ID:sluHjXxOQzldsU5Yhfo IS ByO9GK-?u9TDpw4a?5k5x5g59R3EjUNwgGyF8yyxlkm DRzfK7p 1 2-6-0 11-1-10 I I 1-2-0 11 1-1-6 1 1 1-6-7 11 1-9-0 I I 1-2-0 I51-8-111 Scale=1:42.5 5x8= 4x8 = 4x4 = 3x6= 4x12= 3x6 FP= 4x4= 4x5= 1 27 28 2 29 3 30 4 31 5 32 33 6 34 35 7 36 37 8 38 39 9 1040 41 11 42 43 12 44 13 14 45 46 15 3 )111 .:".41'51-0 --.. lk �"'\ /°JM _ irk_ 17 26 25 24 23 22 21 20 19 18 17 16 4x6= 4x4= 4x8= 3x6 FP= 5x16= 4x10 = 5x12= 4x4= 4x4= 21-5-15 I 16-8-0 1 20-3-15 20T10-lp 1 24-11-10 1 16-8-0 3-7-15 7-0 3-5-11 0-7-0 Plate Offsets(X,Y)- [3:0-1-8,Edge],[4:0-1-8,Edge],[10:0-3-0,Edge],[12:0-1-8,Edge],[13:0-1-8,0-0-0],[15:0-1-8,Edge],[16:Edge,0-1-8],[17:0-1-8,Edge],[18:0-1-8,Edge],[20:0-3-0 ,Edge],[24:0-1-8,0-0-0],[25:0-1-8,Edge],[26:Edge,0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (toc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.76 Vert(LL) -0.17 23 >999 600 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.27 21-23 >726 480 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.03 20 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:113 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracin . REACTIONS. (lb/size) 16=130/Mechanical,20=1885/0-5-8,26=620/Mechanical ,i1,0 PROFS Max Uplift 16=-120(LC 3) <G sS Max Gray 16=365(LC 40),20=1885(LC 1),26=632(LC 3) � �• CNGINEF'9 /02 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 't 87022 PE TOP CHORD 2-29=-1893/0,3-29=-1893/0,3-30=-1893/0,4-30=-1893/0,4-31=-2292/0,5-31=-2292/0, 5-32=-2292/0,32-33=-2292/0,6-33=-2292/0,6-34=-1523/0,34-35=-1523/0, 7-35=-1523/0,7-36=-1523/0,36-37=-1523/0,8-37=-1523/0,8-38=0/1888,38-39=0/1888, 9-39=0/1888,9-10=0/1888,10-40=-35/1331,40-41=-35/1331,11-41=-35/1331, 2� NC" N 11-42=35/1331,42-43=-35/1331,12-43=-35/1331,12-44=-741/666,13-44=-741/666, 7 'cj, OREGON R5' 41../ O 13-14=-741/666 BOT CHORD 25-26=0/1376,24-25=0/1893,23-24=0/1893,22-23=0/2173,21-22=0/2173, O `c48ER Al 20-21=-216/518,19-20=-1888/0,18-19=-666/741,17-18=-666/741,16-17=-394/798 �S A HE ��P WEBS 3-25=-347/61,13-17=-143/320,10-20=-1060/0,2-26=-1477/0,2-25=-11/721, 8-20=-2155/0,8-21=0/1349,7-21=-473/0,6-21=-953/53,6-23=-333/628,5-23=-553/0, 4-23=-104/714,12-19=-983/0,11-19=-263/106,10-19=0/991,14-16=-857/423, 14-17=-514/169 EXPIRES:06/30/2017 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 MT20 unless otherwise indicated. ONIO p, 3)Refer to girder(s)for truss to truss connections. ,. 4)This truss has been designed to carry a concentrated load of 300.0Ib over a space 1-0-0 square,anywhere on the top chord. OS �':4AS/1 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strong backs to G 4 t be attached to walls at their outer ends or restrained by other means. '. ' 6)CAUTION,Do not erect truss backwards. / .- N 7)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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase-1.00 • , p,p 49639 w Uniform Loads(plf) Off, 'OISTER� Vert:16-26=-8,1-39=-80,39-41=-230(F=-150),15-41=-80 "4%, ��t3(y March 1,2016 t I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mffek®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 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply LENNAR R46689173 PL15-364_UPPER F10 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:58:05 2016 Page 1 ID:sIuHjXxOQzldsU5YhfolSByO9GK-PTrcrryztwTJyPgFml?mSM6wItIzSUn_djyQpmzfK7m 11-0.0 1 9-6-21 1-2-0 1?-8-141 10-11-71 1-2-0 II 1-2-0 1 1&D -5- Scale=1:43.3 6x10= 4x5= 5x5= 4x4= 3x5= 3x5= 3x5 = 4x5= 3x6 FP= 3x4 II 4x6= 4x4= 4x4= 3x5= 1 43 2 44 3 45 4 5 46 6 47 7 48 8 49 9 50 10 51 11 52 12 53 13 54 14 55 15 16 17 56 18 57 19 58 20 59 21 60 22 23 61 24 62 25 63 26 m isi? �!.. �. \ � \ � \ �\ / \ T ✓ s r X / i I� 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 4x4= 4x8= 5x5 = 4x5= 3x6 FP= 4x5= 4x8= 6x10 - 4x10 - 4x8= 4x4 = 4x5= 4x4 -4x5= 21-5-15 16-8-0 I20-3-15 20i-10-11.5 1 25-4-0 I 16-8-0 3-7-15 0.7-0 3-10-1 0-7-0 Plate Offsets(X,Y)- [5:0-1-8,Edge],[6:0-1-8,Edge],[21:0-1-8,Edge],[22:0-1-8,0-0-0],[26:0-1-8,Edge],[27:Edge,0-1-8],[29:0-1-8,Edge],[30:0-1-8,Edge],[39:0-1-8,0-0-0],[40:0-1-8 ,Edge),[42:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.15 36 >999 600 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.23 36 >870 480 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.03 32 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:126 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 27=121/0-4-0,42=629/Mechanical,32=2229/0-5-8 0 PROpe Max Upliff27=-149(LC 3) jcGIN %Max Gray 27=332(LC 38),42643(LC 3),32=2229(LC 1) R g FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 87022 P E r- TOP CHORD 2-44=-1161/0,3-44=-1161/0,3-45=-1161/0,4-45=-1161/0,4-5=1956/0,5-46=-1956/0, 6-46=-1956/0,6-47=-2287/0,7-47=-2287/0,7-48=-2287/0,8-48=-2287/0,8-49=-2320/0, 9-49=-2320/0,9-50=-2320/0,10-50=-2320/0,10-51=-1988/0,11-51=-1988/0, N CVN 11-52=-1988/0,12-52=-1988/0,12-53=-1258/0,13-53=1258/0,13-54=-1258/0, ��O OREGON <C/ 14-54=-1258/0,14-55=-269/325,15-55=-269/325,15-16=-269/325,16-17=-269/325, j `L O 17-56=0/2403,18-56=0/2403,18-57=0/2402,19-57=0/2402,19-58=-170/1437, -A F11,1 1h 20-58=170/1437,20-59=-170/1437,21-59=-170/1437,21-60=-602/885,22-60=-602/885, 22-23=-602/885,23-61=-509/355,24-61=-509/355,24-62=-509/355,25-62=-509/355 On q HEP' BOT CHORD 41-42=0/628,40-41=0/1619,39-40=0/1956,38-39=0/1956,37-38=0/2337,36-37=0/2337, 35-36=0/2200,34-35=0/1671,33-34=-115/749,32-33=-1110/0,31-32=-1802/0, 30-31=-885/602,29-30=-885/602,28-29=-620/639,27-28=-164/314 EXPIRES:06/30/2017 WEBS 5-40=-439/22,22-29=-139/372,18-32=-357/0,2-42=-863/0,2-41=0/732,3-41=-279/10, 4-41=-629/0,4-40=-9/709,17-32=-1731/0,17-33=0/1341,15-33=-329/0,14-33=-964/0, 14-34=0/719,13-34=-275/12,12-34=-587/0,12-35=0/476,11-35=-278/9,10-35=-401/59, 10-36=-115/341,9-36=-282/5,8-36=-265/188,7-38=-351/0,6-38=-76/557, 21-31=-918/0,20-31=-283/96,19-31=0/766,19-32=-1105/0,25-27=-432/226, otONIQp,, 25-28=-262/344,24-28=-263/23,23-28=-221/364,23-29=-630/130 GOGj ov 11ASJt-.0 NOTES- �` 1)Unbalanced floor live loads have been considered for this design. �4� ' 2)All plates are 2x4 MT20 unless otherwise indicated. N 3)Refer to girder(s)for truss to truss connections. / - 4)This truss has been designed to carry a concentrated load of 300.01b over a space 1-0-0 square,anywhere on the top chord. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to .p 4 be attached to walls at their outer ends or restrained by other means. , 639 'W 6)CAUTION,Do not erect truss backwards. O�� 4C/STE3- 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,k �.L�� • LOAD CASE(S) Standard I March 1,2016 Continued on page 2 1 I NM= A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. g Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 • Job Truss Truss Type Qty Ply LENNAR R46689173 PL15-364_UPPER F10 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:58:05 2016 Page 2 I D:sluHjXxOQzIdsUSYhfolSBy09GK-PTrcrryztwTJyPgFm I?msM6wltlzS Un_djyQpmzfK7m LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:27-42=-8,1-14=-80,14-58=-230(F=-150),26-58=-80 1 � �� WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7477 rev.10/03/2015 BEFORE USE. Design valid for use only with Mttek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �w a truss system.Before use,the building designer must verify the applicability of design parameters and 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/r811 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 4 • Job Truss Truss Type Qty Ply LENNAR R46689174 PL15-364_UPPER F11 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:58:06 2016 Page 1 ID:sluHjXxOQzIdsU5YhfolSBy09GK-tfP_28zbeDbAaYPRK?W?PZe88HjP Btn85N i_MDzfK71 2-0-0 10-11-13 I I 1-2-0 110-10-15 1 Scale=1:31.3 2x4 I I 5x12= 2x4 H 3x8 = 2x4 II 305= 2x4 I I 4x4= 2x4 II 8x20= 2x4 I I 1 19 20 21 2 22 23 3 24 25 4 26 27 5 28 29 6 30 7 31 32 8 33 9 34 35 10 36 37 38 11 ..allillIllk Mb... J. 1 ��I : ----- a IO 0 1 17 16 15 14 13 6x6= 6016= 6x8 = 4x6 II 3x6 I1 6x16= 6010= I 17-11-4 I 17-11-4 Plate Offsets(X,Y)- 17:0-1-8,Edgel,18:0-1-8,Edgel,[11:0-1-8,Edgel.114:0-3-0,0-0-01,115:0-3-0,Edgel LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.28 15-16 >758 600 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0,44 15-16 >484 480 BCLL 0.0 Rep Stress Ina- NO WB 0.95 Horz(TL) 0.04 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:104 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=936/0-4-0,12=1381/0-4-0 ��ED PRQ Q . FORCES. (Ib)-Max.Camp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-22=-3301/0,22-23=-3301/0,3-23=-3301/0,3-24=3301/0,24-25=3301/0, �a �C.NG) EFY /"v 4-25=-3301/0,4-26=-5009/0,26-27=-5009/0,5-27=-5009/0,5-28=-5009/0, -9 28-29=-5009/0,6-29=-5009/0,6-30=-5146/0,7-30=-5146/0,7-31=-5146/0, Ct" 87022PE r- 31-32=-5146/0,8-32=-5146/0,8-33=-4504/0,9-33=-4504/0,9-34=-4504/0, 34-35=-4504/0,10-35=-4504/0 BOT CHORD 17-18=0/1862,16-17=0/4355,15-16=0/5230,14-15=0/5146,13-14=0/5146,12-13=0/2796 N N WEBS 8-14=-62/410,2-18=-2046/0,2-17=0/1581,3-17=-325/15,4-17=-1158/0,4-16=-63/718, N 'OREGON (f)i 5-16=-318/12,6-16=-539/324,10-12=-3072/0,10-13=0/1876,9-13=-375/0, 8-13=-1088/0,6-15=-428/322 -PC� AMBER 11 NOTES- v.0 A HE 1)Unbalanced floor live loads have been considered for this design. 2)This truss has been designed to carry a concentrated load of 300.OIb over a space 1-0-0 square,anywhere on the top chord. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to EXPIRES:06/30/2017 be attached to walls at their outer ends or restrained by other means. 4)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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 '� rIONIO '4' Uniform Loads(plf) Vert:12-18=-8,1-31=-80,31-37=-230(F=-150),11-37=-80 GOS, • ,WAS 110- . co N -Or ��°.c 4. 9 9 'y riONALS March 1,2016 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. NI. Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 ..- s.,v Job Truss Truss Type Qty Ply LENNAR R46689175 PL15-364_UPPER F16 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 0107:58:092016 Page 1 ID:sluHjXxOOzldsU5YhfoISBy09GK-IE47hC?Tx8_IRO,(70?73j0CGd6Ufv01maYLweyXzfK7i 11-0-0 I 9-6-211 1-2-0 I(�-8-1 q,I I0-11-7I 1-2-0 I I 1-2-0 I I 1-2-0 j f]_9-311 1-2-0 11-2-0 I Scale=1:42.7 6x10=- 4x5 4x5= 5x5= 4x4= 3x5 = 3x5= 3x5= 4x5= 3x6 FP= 3x4 II 4x6 = 4x4= 4x4= 3x5 = 1 42 2 43 3 44 4 5 45 6 467 47 8 48 9 49 10 50 11 51 12 52 13 53 14 54 15 16 17 55 18 56 19 57 20 58 21 59 22 60 23 61 24 62 25 -r_ a_ _ - _ � w- 17 NM paigi _ww ► 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 4x4= 4x8= 5x5= 3x6 FP= 4x5= 4x8= 6x10 = 4x10= 4x8= 4x6= 4x4= 4x5= 4x5= 21-5-15 I )_sap I 20-3-15 2410-115 I 24-11-10 13-7-15 6-7-0 3-5-11 0-7-0 Plate Offsets(X,Y)- [5:0-1-8,Edge],[6:0-1-8,Edge],[21:0-1-8,Edge],[22:0-1-8,Edge],[25:0-1-8,Edge],[26:Edge,0-1-8],[28:0-1-8,0-0-0],[29:0-1-8,Edge],[38:0-1-8,0-0-0],[39:0-1-8 ,Edge],(41:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.57 Vert(LL) -0.15 35 >999 600 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.23 35 >870 480 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.03 31 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:124 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracin . REACTIONS. (lb/size) 26=94/Mechanical,41=630/Mechanical,31=2223/0-5-8 D P R PEA- Max Uplift26=-165(LC 3) .*<<,?‘. tSs Max Gray 26=367(LC 37),41=643(LC 3),31=2223(LC 1) c1 . GINE-4. /102 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 't 87022 P E fl TOP CHORD 2-43=-1161/0,3-43=-1161/0,3-44=-1161/0,4-44=-1161/0,4-5=-1956/0,5-45=-1956/0, 6-45=-1956/0,6-46=-2287/0,7-46=-2287/0,7-47=-2287/0,8-47=-2287/0,8-48=-2320/0, 9-48=-2320/0,9-49=-2320/0,10-49=-2320/0,10-50=-1988/0,11-50=1988/0, 11-51=-1988/0,12-51=-1988/0,12-52=-1258/0,13-52=-1258/0,13-53=-1258/0, 2� Nv- ,N H 14-53=-1258/0,14-54=-262/322,15-54=-262/322,15-16=262/322,16-17=-262/322, -y '0� OREGON ti� 17-55=0/2400,18-55=0/2400,18-56=0/2400,19-56=0/2400,19-57=-150/1422, �` ,41./ 20-57=-150/1422,20-58=-150/1422,21-58=-150/1422,21-59=-553/858,22-59=-553/858, O 4113 ER 1 r 22-60=-551/442,23-60=-551/442,23-61=-551/442,24-61=-551/442 �S A He ��P BOT CHORD 40-41=0/628,39-40=0/1619,38-39=0/1956,37-38=0/1956,36-37=0/2337,35-36=0/2337, 34-35=0/2200,33-34=0/1671,32-33=-113/749,31-32=-1108/0,30-31=-1796/0, 29-30=-858/553,28-29=-858/553,27-28=-858/553,26-27=-220/383 WEBS 5-39=-439/22,22-28=-276/54,18-31=-357/0,2-41=-863/0,2-40=0/732,3-40=-279/10, EXPIRES:06/30/2017 4-40=-629/0,4-39=-9/710,17-31=-1730/0,17-32=0/1340,15-32=-323/0,14-32=-964/0, 14-33=0/719,13-33=-275/12,12-33=-587/0,12-34=0/476,11-34=-278/9,10-34=-400/59, 10-35=-115/341,9-35=-282/5,8-35=-265/188,7-37=-351/0,6-37=-76/558, 21-30=-907/0,20-30=-285/88,19-30=01760,19-31=-1096/0,24-26=-494/283, zO I° �A 24-27=-286/348,23-27=-327/12,22-27=-156/645 GpS • VAS-44, NOTES- 1)Unbalanced floor live loads have been considered for this design. . / f ?A-1-'. 2)All plates are 2x4 MT20 unless otherwise indicated. c, etr N 3)Refer to girder(s)for truss to truss connections. / 4)This truss has been designed to carry a concentrated load of 300.OIb over a space 1-0-0 square,anywhere on the top chord. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to e 'V.', 'k" be attached to walls at their outer ends or restrained by other means. 15 X9639 e{, 6)CAUTION,Do not erect truss backwards. 0 43ISTSg� 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). S' G SIpN ,Et1 LOAD CASE(S) Standard March 1,2016 Continued on page 2 1 ' m11-- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/07!1015 BEFORE USE. , 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Y Job Truss Truss Type Qty Ply LENNAR R46689175 PL15-364_UPPER F16 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Mar 01 07:58:09 2016 Page 2 ID:sluHjXxQQzldsU5YhfolS By09GK-IE47hC?Tx8_IR070?73j0CGd6UfvOImaYLweyXzfK7i LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:2641=-8,1-14=-80,14-57=-230(F=-150),25-57.-80 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4' Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property offsets are indicated. Damage or Personal Injury MIME Dimensions are in ft-in-sixteenths. h� Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. Q-1/1 " 2. Truss bracing must be designed by an engineer.For 6 4 wide truss spacing,individual lateral braces themselves �_� may require bracing,ors alternativeeredTor I •• p bracing should be considered. 1-� U 3. Never exceed the design loading shown and never 0 stack materials on inadequately braced trusses. 16- For Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 ce-� cs-b , designer,erection supervisor,property owner and plates 0-'4,4' 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 E$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 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved 16.Do not cut or alter truss member or plate without prior ■M■ reaction section indicates joint approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MN 6 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with 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 milar DSB-89: Design Standard for Bracing. I is not sufficient. BCSI: Building Component Safety Information, ie IC� 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 • 4