Loading...
Plans (175) MI I MiTek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL15-354_UPPER Fax 916/676-1909 POLYGON 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: R45755177 thru R45755188 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. <(5's PROFFss c;� tiNGNEF9 Q 87022PE < N N y <IN'oj, OREGON tiz L 'MBER G`S' A. Hex- Jr/ ex- E , /.I I c October 27,2015 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. Job Truss Truss Type Qty Ply POLYGON R45755177 PL15-354_OPPER F01 FLOOR 1 1 Job Reference Optional) Pacific Lumber&Truss Co., Beaverton,Oregon - - 7.530 s Jul 11 2014 mrrek Industries.Inc.Tue Oct 2713:50:54 2015 Page 1 ID:s3crybS_6sJgMSM2Sm_Dy9giZ-J8ICOthJDWXCLbLLMopj1Vx_Zvm W1HeA9GkRQnxjlyPA3F O{ 12-0�11-0_-12H 1 2-6.0 I 2-4-9 II 1-2-0 II 1-9-11 1 _-1 Scale=1:40.1 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 3x6 FP= 3x6= 3x6= 1.5x3 II 1 2 3 4 5 6 7 6 9 10 11 1213 14 e I. N NIP .1 24 23 22 21 20 19 18 17 16 15 1.5x3 II 1.5x3 II 3x8= 3x6 FP= 3x8= 3x8= 3x5-=- 9-10-5 9-10-5 I 3-6-12 I 8-5-5 p-3-51 1 19-6-8 I 22-11-8 I 3-6-12 5-1-9 7-0 9-8-3 3-5-0 0-7-0 Plate Offsets(X,Y)— 12:0-1-8,Edgel,13:0-1-8,Edoel,118:0-1-8,Edgel.119:0-1-8,Edael LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.13 17-18 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.35 Vert(TL) -0.21 17-18 >893 360 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.02 16 n/a n/a BCDL 5.0 Code 1BC2012/TP12007 (Matrix) Weight:105 lb FT=0%F,0%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=377/Mechanical,21=950/0-7-0,24=-15/0-1-12,16=1450/0-5-8 Max Uplift 15=480(LC 6),24=121(LC 6) Max Gray 21=952(LC 3),24=102(LC 5),16=1455(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=0/553,4-5=0/559,5-6=1478/0,6-7=1478/0,7-8=-1478/0,8-9=1051/0, 9-10=-1051/0,10-11=-1051/0,11-12=0/1668,12-13=0/1662 BOT CHORD 20-21=0/743,19-20=0/743,18-19=0/1478,17-18=0/1531,15-16=-1235/0 WEBS 2-24=-57/332,3-21=-501/0,5-21=1356/0,5-19=0/814,11-16=1740/0,11-17=0/1178, 8-17=525/0,13-15=0/1333,13-16=-812/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)24. 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 be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. ��9,0D P R OFFS, 5NGlNEFd9 io2 � 9 cc 87022PE / N N - fiA), OREGO ti� 1U, 9O �'ySER -\1 N� Or, A. HECk EXPIRES:06/30/2017 October 27,2015 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 ma 10/03/2015 BEFORE USE Design void for use only with M7ekm connectors.This design is based only upon parameters shown,and is for an individual building component,not aAruss systema Before use,.the,bufding designer must verify the applicability of design parameters and properlyincorporate the design into the overall - •- S �� . , ebonding-design..Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,,„ -,.. '^Mf lT e ^ ` ' - >- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,051-89 and SCSI Sullding Component Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heiehts.CA 95810 Job Truss Truss Type Qty Ply POLYGON PL15-354_UPPER F02 FLOOR 6 1 R45755178 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon - .. :'*: 7.530 s Jul 11 2014 MTek Industries,Inc.Tue Oct 27 13:50:56 2015 Page 1 ID:53crybS_6sJgMSM2Sm_Dy9giZ-G W IypIGZIXBvbvUkv8XP343Xt0e5rOukG2oByPA3D f'-o-� 0-M0 12-0 IAl Scale=1:40.5 4x4= 2x4 II 4x4= 3x4= 3x4 = 3x4= 3x4= 3x4= 3x4= 3x6 FP= 4x4 = 3x4= 4x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1718 19 20 21 22 23 24 25 11 11 e 39 38 37 36 35 34 33 32 31 30 29 26 27 26 3x4= 4x6 = 3x6= 3x6 FP= 3x5= 3x5= 3x5= 3x5= 4x4 = 4x4= 3x6= 4x6 = 3x4= 1.5x4 SP= WARNING:THIS DESIGN MAY EXHIBIT OBJECTIONABLE BOUNCE AND 3x5= /OR VIBRATION DUE TO THE LENGTH TO DEPTH RATIO OF THE ROOM. PROJECT ENGINEER OR BUILDING DESIGNER TO CONSIDER PROVIDING MEANS DAMPEN THESE EFFECTS VERIFICATION OF LENGTH/DEPTH SLENDERNESS RATIO BY THE PROJECT ENGINEER OR A QUALIFIED BUILDING DESIGNER IS REQUIRED. 17-7-2 I 16-5-2 1,I7-0-21 I 23-9-0 16-5-2 6-7-0 6-1-14 0-7-0 Plate Offsets(X,Y'I- 118:0-1-8,Edgel,f29:0-1-8,Edae1,130:0-1-8,Edoel LOADING(psi) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.50 32-33 >567 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.78 32-33 >362 360 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.10 26 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:120 lb FT=0%F,0%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) 26=866/0-4-4,39=866/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1608/0,3-4=-1608/0,4-5=-2891/0,5-6=-2891/0,6-7=3859/0,7-8=3859/0, 8-9=-4510/0,9-10=-4510/0,10-11=4847/0,11-12=4847/0,12-13=4859/0, 13-14=4859/0,14-15=-4583/0,15-16=-4583/0,16-17=4583/0,17-18=3948/0, 18-19=3948/0,19-20=3948/0,20-21=2879/0,21-22=2879/0,22-23=1613/0, 23-24=1613/0 BOT CHORD 38-39=0/845,37-38=0/2287,36-37=0/3413,35-36=0/3413,34-35=0/4222,33-34=0/4716, 32-33=0/4891,31-32=0/4760,30-31=0/4239,29-30=0/3948,28-29=0/3427,27-28=0/2278, 26-27=0/847 WEBS 18-30=0/696,19-29=578/0,2-39=1183/0,2-38=0/1068,4-38=-952/0,4-37=0/846, 6-37=730/0,6-35=0/625,8-35=508/0,8-34=0/403,10-34=288/0,1431=305/21, 17-31=0/551,17-30=-991/0,24-26=1187/0,24-27=0/1072,22-27=931/0,22-28=0/841, 20-28=768/0,20-29=0/989 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. ��_0 P R OFF. 3)Refer to girder(s)for truss to truss connections. e5' :1 4)Required 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 �Gj �Nt'7 I NE - /O attached to walls at their outer ends or restrained by other means. �� 2 870 2PE v 7�fiAj, OREGO ti OWN Ota A. HE� P EXPIRES:06/30/2017 October 27,2015 t ®WARNING-Verify design / a g parameters and READ NOTES ON THIS AND INCLUDED MITER REFEItANCE.PAGE MI1-7473 rev.10/03/2015 BEFORE USE Design valid for use only with M7ek®connectors.This design is based only upon parametee shown,and is for an individual building component,not R a trusssystem,Before use,the buIding designer must verify the applicability of design parameters and property incorporate this design into the overall - - building design.Bracing indicated a to prevent buckling of individual tans web and/or chardmm & bers only.Additional temporary and permanent tracing.-'- 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/TPM QuaMy Criteria,DSB-89 and ICSI Building Component 77-77 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R45755179 PL15-354_UPPER F03 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon - - 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 27 13:50:57 2015 Page 1 ID:s3c ybs6sJgMSM2Sm_Dy9giZ-kjQLOgjCVVrJmD23xTs2ecBXGtwBFNZIA700c1<dyPA3C 1 1-0-0 1 10-10.2 1 r-2-0 �7-� Scale=1:32.4 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 4x4= 3x4= 4x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 • a a 411e N la'° ei- 29 28 27 26 25 24 23 22 21 3x4= 4x5= 3x5= 3x5= 3x5= 3x5= 4x4= 3x5= 4x5= 3x4= 12-10-10 2-3-1011 I 19-0-0 114-10 0-7-0 6-1-14 1 I 11510 0-7-0 Plate Offsets(X,Y)- 112:0-1-8,Edgel.123:0-1-8,Edoel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) -0.28 25 >806 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.44 25-26 >515 360 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.07 20 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:96 lb FT=0%F,0%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) 30=832/0-3-12,20=832/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1508/0,34=1508/0,4-5=2627/0,5-6=-2627/0,6-7=3368/0,7-8=3368/0, 8-9=-3726/0,9-10=3726/0,10-11=3737/0,11-12=3737/0,12-13=3422/0, 13-14=-3422/0,14-15=2618/0,15-16=2618/0,16-17=1511/0,17-18=1511/0 BOT CHORD 29-30=0/803,28-29=0/2112,27-28=0/3042,26-27=0/3591,25-26=0/3763,24-25=0/3422, 23-24=0/3422,22-23=0/3052,21-22=0/2106,20-21=0/805 WEBS 13-23=429/0,2-30=1125/0,2-29=0/987,4-29=847/0,4-28=0/720,6-28=582/0, 6-27=0/456,8-27=313/0,12-25=-60/615,18-20=1127/0,18-21=0/989,16-21=832/0, 16-22=0/717,14-22=-609/0,14-23=0/764 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 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. Q� 8 • 2PE /9c--- 7 N it cv N �A),, OREGO ti,Q<V 11. ‘./1/BER 4\ On A- HO; EXPIRES:06/30/2017 October 27,2015 4 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parametersshown,and is for an individual butding component,no} , IIIII ,. .a truss system.Before use,.thebuiding designer mus}verify The individual of design parameters and properly incorporate this designusto the overdoll-- ,.Mtiel .; bufiding�Yltsign.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and--.pennanentbracirlg is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/M11 Qualtly Criteria,DS6-89 and SCSI Building Component Suite 109 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 POLYGON R45755180 PL15-354_UPPER F04 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 27 13:50:58 2015 Page 1 D:s3crybS_6sJgMSM2Sm_D_y9giZ-CvjE0kgH8RdgCe717Zt8P3 VC K(G62 BJM219s3yPA3B 1 0-10-0 I I 1-2-0 1 0-0_1-0 0-3-131 2-6-0 I 1 1-2-0 1 1 1-3-7 1 Scale=1:19.8 1.5x3 I I 3x4= 3x4 II 4x4= 1.5x3 I I 3x4= 1.5x3 I I 1 2 3 3x4= 4 5 6 7 8 3x4= 9 e • • • /- •• • e e ......N o , :NNNNN.. c 7 N e o e o a e 17 16 1. • 13 12 11 10 1.5x3 II 1.5x3 II /\ 3x6 = 1.5x3 II 1.5x3 II 3x4= 4x6= 3x4 = 1 3-0-0 1 8-8-5 1 9-3-5 1 9-10-5 1 11-4-12 I 3-0-0 5-8-5 0-7-0 0-7-0 1-6-7 Plate Offsets(X,Y)— 12:0-1-8,Eddel,f3:0-1-8,Edael,f7:0-1-8,Edael,18:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.05 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.08 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:56 lb FT=0%F,0%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=634/0-3-8,17=27/Mechanical,10=331/Mechanical Max Uplift 17=72(LC 4) Max Gray 14=634(LC 8),17=106(LC 3),10=332(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=0/311,4-5=0/312,5-6=570/0,6-7=-570/0,7-8=-491/0 BOT CHORD 12-13=0/491,11-12=0/491,10-11=0/491 WEBS 3-14=-409/0,5-13=0/713,5-14=508/0,8-10=-610/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-100/(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. � _,0 PRQFeer ccs �NGINFFR /O 8 9 2PE /9r cv y co_ Aj, OREGO �o AN 11 FM&Ea 41 �� On HE. EXPIRES:06/30/2017 October 27,2015 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M/1-7473 rev.10/032015 BEFORE USE 14111 Design valid for use only with Mireld&connectors.This design is based onlu upon parameters shown,and 6 for an individual building coponent,not » a truss system.Before use,the building designer must verify the applicability of design parametersand properly incorporate}Firs design into the overall .. r-s -, building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.,Additional temporary and permanent bracing Mitek' is always required for stability and to prevent colkspse 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 QuaMy Criteria,DSI-89 and ICSI Building Component -< 7777 Greenback Lane Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Suite 109 Cures Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R45755181 PL15-354_UPPER F06 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon "'.c. - 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 27 13:50:59 2015 Page 1 ID:s3cryb3 6sJgMSM2Sm_Dy9giZ-g5Y5RMkS2SaUSMDJbG46hccdFkymrQETaiViPVyPA3A aI 1D-D i 1 1-2-0 ii 1-0-12 1 1 2-3-1 I I 2-6-0 I I 1-2-0 I I 2-33 I Scale=1:29.7 3x4= 3x4= 3x4= 3x4= 3x4= 1 2 3 43 = 5 6 7 8 9 10 e N V a e • o e II 9 - \ \ e• N . o e e e -e y1 111 18 17 15 14 13 12 11 3x4= 3x6= 3x8= 3x6= 3x4= I 3-6-12 I 8-8-5 19-3-5 10-51 17-6-0 I 3-6-12 5-1-9 0-7-0 0-7-0 7-7-11 Plate Offsets(X,Y)— 12:0-1-8,Edciel.f3:0-1-8,Edoel,14:0-3-0,Edoel,16:0-1-8,Edael,f7:0-1-8,Edoel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.11 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.48 Vert(TL) -0.17 12-13 >960 360 BCLL 0.0 Rep Stress Ina YES WB 0.69 Horz(TL) 0.02 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:81 lb FT=0%F,0%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=958/0-7-0,19=1/0-1-12,11=571/Mechanical Max Uplift 19=105(LC 4) Max Gray 16=958(LC 1),19=103(LC 3),11=574(LC 7) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=0/499,4-5=-805/0,5-6=-805/0,6-7=1681/0,7-8=-1777/0,8-9=-1777/0 BOT CHORD 15-16=499/0,14-15=0/1681,13-14=0/1681,12-13=0/1681,11-12=0/1165 WEBS 4-16=-668/0,2-19=61/296,3-16=-465/0,6-15=-959/0,4-15=0/1367,9-11=1257/0, 9-12=0/661,7-12=-177/271 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)19. 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. Strongbacics to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. �� ) PROFFS ��' �NGINEF'9 % 87022PE -r 7 N ,N N SAT OREG N rim O<U 9�'0 aEsA\ P� A. HERS EXPIRES:06/30/2017 October 27,2015 e I ®WARNING-Verify design parameter;and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE ^ Design valid for use only with MTekm connectors.This design is based only upon parameters shown,and is for an individual building component,not .a truss.system.Before use,the bulding designer must verify the applicability of design parameters and.properly incorporate this design into the overall....-. e bu9ding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.-Additional temporary and:pemianenlbraoing - - 'MITek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 QuaMy Criteria,05149 and 1CS1 Building Component Suite 109 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 POLYGON PL15-354_UPPER F07 Floor 9 1 R45755182 Job Reference(optional) _ Pacific Lumber&Truss Co., Beaverton,Oregon - _ 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 27 13:51:00 2015 Page 1 ID:s3crybS63Jg MS M2Sm_Dy9giZ-8H6Tfi14pmiL4Wo W8_cLEg9oj8DGawecpM EGxyyPA39 11.0-0 1 P-6-6H 1-2-0 1 Pi Scale:3/8"=1' 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 4x4= 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 18 19 N e , a a / \ l !a aa � e/_ /'N a \ a / \ I.:?, e a a e a • a a e 30 29 28 27 26 25 24 23 22 21 lc 3x4 = 4x5= 3x5= 3x5 = 3x5= 3x5= 3x4 = 3x5= 455= 3x4= 12-6-14 I 11-4-14 11-11-1, 1 18$12 11-4-14 0-7-0 0-7-0 6-1-14 1 Plate Offsets(X,Y)- 112:0-1-8,Edciel,123:0-1-8,Edoel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.44 Vert(LL) -0.26 25-26 >848 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.79 Vert(TL) -0.41 25-26 >542 360 BCLL 0.0 Rep Stress Ina YES WB 0.49 Horz(TL) 0.07 20 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:95 lb FT=0%F,0%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) 30=818/Mechanical,20=818/0-4-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1480/0,3-4=-1480/0,45=2571/0,5-6=2571/0,6-7=3284/0,7-8=3284/0, 8-9=3615/0,9-10=3615/0,10-11=3587/0,11-12=3587/0,12-13=3327/0, 13-14=3327/0,14-15=2563/0,15-16=2563/0,16-17=1483/0,17-18=1483/0 BOT CHORD 29-30=0/789,28-29=0/2070,27-28=0/2972,26-27=0/3494,25-26=0/3638,24-25=0/3327, 23-24=0/3327,22-23=0/2981,21-22=0/2064,20-21=0/791 WEBS 12-24=282/0,13-23=-406/0,2-30=1105/0,2-29=0/967,4-29=-827/0,4-28=0/701, 6-28=562/0,6-27=0/437,8-27=294/0,11-25=265/0,12-25=58/649,18-20=-1107/0, 18-21=0/970,16-21=-814/0,16-22=0/698,14-22=-586/0,14-23=0/723 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 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. 44 L ' 870 2P �I" yN > �'oj, OREG N tic1'. <li 9O F�j.8ER '\ �O OS A. HER�P EXPIRES:06/30/2017 October 27,2015 4 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ek®connectors.Thisdesign is based only upon parameters shown.and is for an individual building coponent,not a truss system.Before use,the building designer must verify the applcab of design parameters and property,incorporate this design into the overall - building design.Bracing indicated is to prevent buckling of individual truss:webond/oncho/c(mestlberc 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/IPtt Qually Criteria.051-89 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 POLYGON R45755183 PL15-354_UPPER F08 FLOOR 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon - '' _ 7.530 s Jul 11 2014 MiTek Industries,Inc Tue Oct 27 13:51:00 2015 Page 1 - - - -ID:s3crybS6sJgMSM2Sm_Dy9giZ-8H6TTi14pmiLI,448.Wo0W8_cLEg9ok8JOas4cpMEGxyyPA39 I 2-3-0 I 2-3-0 1 r 5.A 1 1-2-0 I I 1-9-11 1 2-6-0 I I Scale=1:34.2 1.5x3 II 1.5x3 II 3x4= 3x4= 1.5x3 II 3x4= 1.5x3 II 3x6= 3x4 II 3x8= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 11 I ° ° __ � p /I N N e tg - 17 16 15 14 13 12 3x4= 1.5x3 II 3x4= 3x8= 3x8= 3x5= 3x5= I 16-2-4 I 19-7-4 I 16-2-4 3-5-0 Plate Offsets(X,V)- 14:0-1-8,Edoe1.115:0-1-8,Edoel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.44 Vert(LL) -0.13 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.40 Vert(TL) -0.21 14-15 >922 360 BCLL 0.0 Rep Stress Ina YES WB 0.72 Horz(TL) 0.02 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:90 lb FT=0%F,0%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) 18=588/0-6-0,1212/Mechanical,13=1537/0-5-8 Max Uplift 12=-512(LC 3) Max Gray 18=589(LC 3),13=1537(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1736/0,3-4=-1736/0,4-5=1867/0,5-6=1867/0,6-7=-1190/0,7-8=1190/0, 8-9=0/1771,9-10=0/1764 BOT CHORD 17-18=0/1110,16-17=0/1867,15-16=0/1867,14-15=0/1795,12-13=1313/0 WEBS 2-18=1218/0,2-17=0/687,8-13=-1867/0,8-14=0/1308,6-14=657/0,6-15=-84/294, 10-12=0/1418,10-13=851/0,4-17=462/88 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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)CAUTION,Do not erect truss backwards. ,c1,VD PR CatGNO'4s/0 �� � 2- (1., 9 'cc87022PE 1— cv �"OOREGO 4iyT Q OS A- HECk EXPIRES:06/30/2017 October 27,2015 1 N ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. leill- 7777 Greenback Lane Suite 109 - 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 buiding designer must verify the.applicability of desgnparameters.and properly incorporate the design into the overall _���� _ "_- ,i. building design.Bracing indicated is to prevent buckling of individual-frvss web and/<xbchordalwmbersomly-.Additional tempbrary and permanent bracing 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 Quo<Iy Criteria,051-89 and BCSI Bending Component' Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights CA 95610 . Job Truss Truss Type City Ply POLYGON R45755184 PL15-354_UPPER F09 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon - - 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 27 13:51:012015-Page 1 ID:s3crybS_6sJgMSM2Sm_Dy9giZ-cUgrs2mia3gChgNiih7aml hy1 YZHJNnm20_pTOyPA38 1-1_0_1-0 /i 1-2-0 I7-14 Scale:3/8"=1' 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 4x4= 3x4= 4x4= 1 2 3 4 5 6 7 8 9 10 11 12 132A> 4 e���� �e �a� a/e j 3t 29 28 27 26 25 24 23 22 21 3x4 = 4x5 = 3x5= 3x5= 3x5= 3x5= 3x4= 3x5= 4x5= 3x4= 12-9-10 I 11-7-10 112-2-101 I 18-11-8 I 11-7-10 0-7-0 0-7-0 6-1-14 Plate Offsets(X,Y)- 112:0-1-8,Edaei f23:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) I/defl lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.47 Vert(LL) -0.28 25-26 >817 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.43 25-26 >522 360 BCLL 0.0 Rep Stress Ina YES WB 0.50 Horz(TL) 0.07 20 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:96 lb FT=0%F,0%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) 30=828/0-2-12,20=828/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1500/0,3-4=-1500/0,4-5=2612/0,5-6=-2612/0,6-7=-3346/0,7-8=3346/0, 8-9=3697/0,9-10=3697/0,10-11=3697/0,11-12=3697/0,12-13=3396/0, 13-14=3396/0,14-15=2603/0,15-16=2603/0,16-17=1504/0,17-18=-1504/0 BOT CHORD 29-30=0/800,28-29=0/2101,27-28=0/3024,26-27=0/3565,25-26=0/3730,24-25=0/3396, 23-24=0/3396,22-23=0/3033,21-22=0/2095,20-21=0/801 WEBS 13-23=-423/0,2-30=-1120/0,2-29=0/981,4-29=841/0,4-28=0/715,6-28=577/0, 6-27=0/451,8-27=308/0,12-25=-59/618,18-20=1122/0,18-21=0/984,16-21=-827/0, 16-22=0/712,14-22=-602/0,14-23=0/753 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)30. 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. �, �cO PROPen ,5 ANG I N E�cR /O 2 Q 87022PE iv-- / 5. N 1N 7 �-0?, OREGO ti�O11// "PO �MEIER1\ �S A. HER�P EXPIRES:06/30/2017 October 27,2015 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-747.3rev.1010312015 BEFORE USE. __ Design valid for use only withMtrek®connectors.This design is based only upon parameters shown,and is for an individual buildingcomponent,not . a truss system.Before use,the building designer must verify the:applicabifily of design parameters and properly incorporate this design into the overall building design.Bracing indicated a to prevent buckling of-individual truss web and/or chord'Members only.Additional temporary and permanent bracing MiTer , 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/Till Criteria,QuaCriteria,DSI-89 and SCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights.CA 95610 Job Truss I Truss Type Qty Ply POLYGON I R45755185 PL15-354_UPPER F10 FLOOR 2 1 Job Reference(notional) Pacific Lumber 8 Tnrss Co., Beaverton,Oregon - - 7.530 s Jul 11 2014 MTek Industries,.Inc.Tue Oct 27 13:51:02-2015 Page 1 D:s3crybS_6sJgM SM2Sm_Dy9giZ-4gEE3OnKLNy3JgyuGPepJF EEKx4 H2x6vGgj NOgy PA37 3x4= I 0-11-11 I I 1-2-0 I I 0-10-1 I 1 1.5x3 II 2 3 3x4 = 4 1.5x3 II Scale=1:8.7 j • • \ [:_,_ 0 N / e 1.5x3 II 1.5x3 II *' 8 7 6 3x4= 3x4 = I 3-5-12 I 3-5-12 Plate Offsets(X,V)— 12:0-1-8,Edoel.13:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) -0.00 7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.05 Vert(TL) -0.00 7 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:18 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-5-12 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. (lb/size) 8=184/0-2-12,5=184/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)8,5. 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. ���Ea PRoFFss �c� ONG�NEFR Xet. 87022PE r / N , N y SATqER5 / OREGO ti9 4N P EXPIRES:06/30/2017 October 27,2015 i S ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE - Design valid for use only with MTek®connectors-This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the butding designer must verity theapplicabiTity,of design parametefs.and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual huss'wekrand/Cr-choornfrnembers onlyv-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/TPI1 Quality Criteria.DSB-B9 and BCSI Building Component 7777Sulle 109 Safety Informallon available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R45755186 PL15-354_UPPER F11 FLOOR GIRDER 1 1 Job Reference(ootonal)_ Pacific Lumber&Truss Cu.,.. Beaverton.Oregon 7.530 s Jul 11 2014 MITA.Industries,t.+S,:Tue Oct 27-13;51:03 2015 Page 1 ID:s3crybS_65JgMSM2Sm_D_y9giZ-ZsocHkoy6h4wx_X5g692rSnG?LDtnBy2VKTwYHyPA36 0�0-0�11-2-0 11 1-0-12 1 1 1-0-0 1 0i 7 i 1 1-2-0 1 0-11-3 Seale=1:33.3 3x4= 3x4= 3x4 I I 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 5x6 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 e e • e e e e /` o • e_ a_ a_ e e N a - - a e a o e e - •i 3 31 30 29 28 27 26 25 24 23 22 21 3x4= 3x6= 4x5= 3x5= 3x6= 3x5 = 3x5= 4x8= 3x4 = 1-1-0 it-8-0 I2-3-0 I 3-6-12 I 8-8-5 3-5 -10.51 11-6-8 1-1-0 0.7-0 0.7-01-3-12 5-1-9 b-7-0 0.7-0 9-8-3 Plate Offsets(X,YI- (2:0-1-8,Edge1,f3:0-1-8,Edoe1,f9:0-1-8,Edael.f10:0-1.8,Edgel LOADING(pst) SPACING- 1-7-3 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.63 Vert(LL) -0.18 24-25 >999 480 MT20 220/195 TCDL 10,0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.29 24-25 >668 360 BCLL 0.0 Rep Stress Ina' NO WB 0.84 Holz(TL) 0.04 20 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:99 lb FT=0%F,0%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) 29=1347/0-7-0,32=164/0-1-12,20=1315/0-2-12 Max Uplift 32=-269(LC 4) Max Gray 29=1347(LC 1),32=60(LC 3),20=1318(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=0/450,3-4=0/1096,4-5=0/1096,5-6=-610/0,6-7=-610/0,7-8=-1756/0, 8-9=-1756/0,9-10=2370/0,10-11=2900/0,11-12=2900/0,12-13=3113/0, 13-14=3113/0,14-15=2995/0,15-16=2995/0,16-17=2480/0,17-18=2480/0 BOT CHORD 31-32=-450/0,30-31=-450/0,29-30=-450/0,27-28=0/1248,26-27=0/2370,25-26=0/2370, 24-25=0/2370,23-24=0/3031,22-23=0/3098,21-22=0/2793,20-21=0/1299 WEBS 2-31=-252/0,9-26=0/410,10-25=-331/0,2-32=0/665,3-29=-917/0,5-29=1249/0, 5-28=0/1047,7-28=898/0,7-27=0/716,8-27=-11/251,9-27=1122/0,18-20=1819/0, 18-21=0/1654,17-21=839/0,16-21=-438/0,16-22=0/283,11-24=266/0,10-24=0/844 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)32,20. 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 ��.cd P R,,..1 Op,-. S' be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. ,N 'Y x,,‘GI N EF /O 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)791 lb down at 17-5-0 on top chord. ,N? �' 9 2 The design/selection of such connection device(s)is the responsibility of others. =t 87022 P E 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 N CV Uniform Loads(plf) (` '.. Vert:20-32=-8,1-19=80 �s 'OT OREG•N 95.)<1I •POr,S'ER \\ \--cgncenrtd17791�Ve : = F) A. HE EXPIRES:06/30/2017 October 27,2015 t a WARNING.•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M1I.7473 rev.10/03/2015 BEFORE USE. .++ � Desigcvalid for use only with M7eker connectors.This design is based only upon parameters shown,and B for an individual building component,not a truss system.Before use,the:bulding designer must verify theapplicability of design parameters and properly incorporate this design into the overall .- •.^ 1 T {� - ._ budding design.Bracing indicated islepreventtwekling of individual trussweb and/or chord members only.Additional temporary and permanent bracing.' - .�: fie ...<. N 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,001-89 and BCSI Building Component 7777 Greenback Lane Safety Informaiton 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 POLYGON R45755187 PL15-354_UPPER F12 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon - 7.530 s Jul t1 2014 MiTek Industries,Inc..Tue Oct 2713:51.04.2015:Page 1 ID:s3crybS_6sJgMSM2Sm_Dy9giZ-13L_U4obt CnY76HNggHOgJfJIdIWioCk_CT4jyPA35 0, 12-0 _i 1 1-0.12 1 1 2-6-0 I 2-4-9 ii 1-2-0 1 I 1-9-7 i Scale=1:34.0 I IS 1.5x3 I I 3x4= 3x4= 3x4 I I 3x6= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 11 i\\ e e v a I e _ci e 19 18 17 16 15 14 13 12 3x4=1.5x3 II 1.5x3 II 3x8= 3x5= 3x4= 3x6= 3x4= I 3-0-12 I 0-8-5 �3-5}10-51 19-6-4 1 3-6-12 5-1-9 7-0'0-7-0 9-7-15 Plate Offsets(X,Y)— 12:0-1-8,Edoe1,13:0-1-8,Edael.114:0-1-8,Edge),115:0-1-8,Edoel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.47 Vert(LL) -0.21 13-14 >913 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.33 13-14 >573 360 BCLL 0.0 Rep Stress Ina YES WB 0.61 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:88 lb FT=0%F,0%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=1117/0-7-0,19=60/0-1-12,12=649/0-2-12 Max Uplift19=166(LC 4) Max Gray 16=1117(LC 1),19=89(LC 3),12=651(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-18/294,3-4=0/714,4-5=0/720,5-6=1980/0,6-7=1980/0,7-8=1980/0, 8-9=2148/0,9-10=2148/0 BOT CHORD 18-19=294/18,17-18=-294/18,16-17=294/18,15-16=0/887,14-15=0/1980, 13-14=0/2325,12-13=0/1362 WEBS 6-15=345/0,2-19=27/435,3-16=-616/0,5-16=1682/0,5-15=0/1201,10-12=-1470/0, 10.13=0/849,8-14=512/54 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)19,12. 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)CAUTION,Do not erect truss backwards. Rn ��Rc) Ork. co �NG'NE . �c�.1 9 '229 870 2PE N N , Ni �y �q>, OREGON qo 40 O F/yBER Al \- 'P vo EXPIRES:06/30/2017 October 27,2015 I 1 tee.. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/I-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek©connectors.This design is based only upon parameters shown.and is for an individual building coponent,not - a truss system.Before use,the building designer must verify,the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of indivitludhrussweb and/or chord members only.Additional temporary and permanent bracing Wel( " _ - is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TIM Qually CrIterla,DSI-89 and BCSI IuBding Component Suite 109 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights.CA 95810 Job Truss Truss Type Qty Ply POLYGON R45755188 PL15-354_UPPER F13 FLOOR 1 1 Job Reference(optional) Padtc Lumber 3 Truss Co., Beaverton,Oregon _ 7.530 s JO 11 2014-Nh3ek indss9rtes,Inc.Tue Oct 27 13:51:05 2015 Page 1 ID:s3crybS_6sJgMSM2Sm_Dy9giZ-VFvMiPpDdlKeAHgTxXBWxtskh966F171.zey1 c9yPA34 3x4 = I 0-11-11 I I 1-2-0 I I 0-9-5 I 1 1.5x3 II 2 3 3x4= 4 1.5x3 II Scale=1:8.7 111 MAE --U 0 N EVA II II ME r r III Win 1.5x3 II 1.5x3 II 8 /' 7 6 5 3x4= 3x4= I 3-5-0 I 3-5-0 Plate Offsets(X,Y)— 12:0-1-8,Edgel,13:0-1-8,Edoel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) -0.00 7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.04 Vert(TL) -0.00 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 18 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-5-0 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) 8=145/0-2-12,5=145/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 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. <�cOPROp ,_N5 �NGINEF'Q 4� s/ 29 870 2PE -y. -0,, OREGO /r Q<U� F'1 ER1� �s A. HO; NP EXPIRES:06/30/2017 October 27,2015 _ , , I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev 10/03/2011 BEFORE USE. -. Design valid for use only with Mnek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ., a.b ss system.Before use,the building designermust verify the applicability of design parameters and properly incorporate this design into the.overall ■,� .','• - -buidings9tisign:.Bracing indicated is to prevenhbeckrag of individual truss web and/or chord members only.Additional temporary and permanent broci'rig. g„-..' -MtTek" . rt.>, -, 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 QuakyCriteria,058-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Sake 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. Damage or Personal Injury r��= Dimensions are in ft-in-sixteenths. irik Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. 1 TOP CHORDS 3 diagonal orX-bracing,is always required. See SCSI. MIMEGEMNIIINIMINIERKIIMIIM 2. Truss bracing must be designed by an engineer.For Q 1/1 6 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I �_� Ow 1611011Altil pbracing should be considered. O3. Never exceed the design loading shown and never ��� U U stack materials on inadequately braced trusses. a_ O c7: c6-7 cs-. 4 designer,erectionthis supervisordesign property ownledrland For 4 x 2 orientation,locate plates 0-1'i 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 �! PiIndicated 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. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior ic"N (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint 17.Install and load vertically unless indicated otherwise. ® I ( number where bearings occur. f ` Min size shown is for crushing only. 111111110 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: • ANSI/TPI1: National Design Specification for Metal 19.Reviewand all portions of this design(frontback,words Plate Connected Wood Truss Construction.DSpicturesbefore use.Reviewing pictures alone is not sufficient. SDesign 1 ,1 for Bracing. Ere e BCSI: Component Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015