Loading...
Plans (56) AL /���- = �- �GSOU�, CQP �U3 GJ 6 7� SEC 22 2015 MiTek® CITY � MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL15-36 MAIN H Fax 916/676-1909 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: R46143021 thru R46143025 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. Vi PRO G N F9 2 87022PE 9< N y �Aj OREGON AMBER �1 OS A. HER�P E December 16,2015 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. MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: PL15-36 MAIN H Fax 9161676-1909 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: R46143021 thru R46143025 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. OTONIO GQy w�f WQ N 49639 s December 16,2015 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 e Truss Truss Type Qty Ply 846143021 IPL15-36_MAIN_H F01 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:49:15 2015 Page 1 ID:IB2ZCH KzBND t u2 Em 9a919Gzns2P-4LYwhy4nZllpVtEU4zBB Eslg?tU RzjlOK8VNnuy8OxY 0-68 F I 11i-0 12- 1-7-8 1-5-4 1 20-0 2-0-0 2-0-0 Scale=1:39.3 1.5x3 I I 1.5x3 11 3x6 = 1.5x3 3x6 FP= 1.5x3 1.5x3 I1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Id 23 22 21 20 19 18 17 16 15 1.5x3 11 3x6 = 3x6 FP= 3x5= 3x5= 3x8 = 3x5= 3x6= 8 780 14-9-0 221'x12 8 fi-11-8 7-3-0 7-9-12 Plate Offsets(X Y)— [1:0-1-8,Edge] [5:0-2-4 Edge] [19:0-1-12 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.03 16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.06 15-16 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) -0.01 17 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:96 Ib FT=O%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 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing:22-23,15-16. REACTIONS. All bearings 0-3-8 except Qt=length)1=0-6-0,15=0-1-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)except 1=343(LC 5),17=950(LC 4),19=916(LC 3),15=373(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. tl10NIO j� TOP CHORD 1-2=-813/0,2-3=813/0,3-4=-290/237,4-5=289/238,5-6=0/852,6-7=-611/265, F�' 7-8=-610/265,8-9=0/890,9-10=0/891,10-11=984/0,11-12=984/0'12-13=984/0 BOT CHORD 21-22=10/792,20-21=10(792,19-20=823/0,18-19=-351/294,17-18=-385/342, 16-17-206/348,15-16=0/857 WEBS 5-19=-556/0,1-22=0/846,3-20=640/0,5-20=0/893,8-17=-976/0,8-18=0/420, y N 6-18=0/450,6-19=931/0,13-15=-899/0,10-16=0/765,10-17=-1046/0 NOTES- 1.e0115 4963939 44a 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 1b 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. SSIONALG 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. 0 P R E F �5 GIN N si N EF O 2 87 2PE 9 yN ,CV SAT OREGO OFtijBER S, A. HE��P EXPIRES:06/30/2017 December 16,2015 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based on upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicabi ity of design parameters and property incorporate this design into the overall be" 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 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 Job Truss 7"o-SIS ype Qty Ply_ R46143022PL15-36_MA1NH F02 3 1 _ FJobeference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09.49:16 2015 Page 1 ID:IB2ZCHKzBND1 u2Em9a919Gzns2P-YX6lul5QJ3tg71 pgegjQn4lrjHghiB_9ZoFwKKy8OxX 0-6-8 1-010 , 1-7-0 , 1-7-8 1-5-4 2-0-0 2-0-0 2-0-0 �� Scale=1:36.7 1.5x3 1.50 3x8 FP= 1.50 1.5x3 �I 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 1.5x3 I 3x5 = 3x8=3x6 FP= 3x5= 3x8= 3x5 = 6-8 6-0-0 13-3-0 21-0-12 6-8 rr.8 7-3-0 7-9-12 Plate Offsets(X Y)— [1:0-1-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.03 15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.06 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code 18C2012/7PI2007 (Matrix) Weight:89 Ib 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. All bearings 0-3-8 except(jt=length)1=0-6-0,14=0-1-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)except 1=273(LC 5),19=811(LC 3),16=956(LC 4),14=370(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 010N10 A61TOP CHORD 1-2=-581/0,2-3=-581/0,3-4=0/633,4-5=0/633,5-6=628/162,6-7=-627/162, OC, 7-8=0/896,8-9=0/897,9-10=-968/0,10-11=968/0,11-12=967/0 BOT CHORD 19-20=209/370,18-19=183/326,17-18=183/326,16-17=-348/347,15-16=211/324, 14-15=0/849 vj x N WEBS 1-20=0/603,3-20=0/364,3-19=771/0,7-16=-990/0,7-17=0/433,5-17=0/387, 5.19=-859/0,12-14=890/0,9-15=0/767,9-16=1047/0 NOTES- 39 .e� 49639 Q,a 1)Unbalanced floor live loads have been considered for this design. Q� +� 2)All plates are 3x4 MT20 unless otherwise indicated. �S 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. SIONAL 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. Strong backs 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. ED P R OFe., �NG1 NEF9 sio2-9 87022P r N OR G AMBER OS A. HE ��P EXPIRES:06/30/2017 December 16,2015 AWARNiNG-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only v ith MRek15 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 applicabilify 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 misses and truss systems,see ANSI/71`11 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 ~ JobTruss Truss Type Qty Ply 846143023 PL15-36_MAIN_H FW Floor 5 1 Jab Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:49:16 2015 Page 1 ID:IB2ZCHKzBND1 u2Em9a9l9Gzns2P-YX6lul5QJ3tg71 pgegjQn4lsSHsdiE19ZoFwKKy80xX Ofi-8 1-6-0 1-4-12 2-0-0 Scale=1:14.6 1.5x3 I 3x5= 1.50 1 3x4= 2 3 43x4 = 5 n' d d 3x5= 9 8 6 1.5x3 3x5= 3x4= 0-8-8 3-11-0 7-6.12 3-7-12 Plate Offsets(X,Y}— [1:0-1-8,Edge] [3:0-1-12,Edge],(7:0-1-12 Edge] LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) -0.00 8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.08 Vert(TL) -0.02 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:32 Ib 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. (Ib/size) 1=156/0-6-0,6=156/0-1-8,7=474/0-3-8 Max Gray 1=171(LC 3),6=169(LC 4),7=474(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. �yVONI0 jV WEBS 3-7=-282/0,1-8=0/255,3-8=0/383,4-7=383/0 GO W NOTES- 1)Unbalanced floor live loads have been considered for this design. C�1 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. x 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 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. �.fl 49639 4V� 5)CAUTION,Do not erect truss backwards. �sSIoxAL��� ,o PR OFFss ANG'NEER 8 2PE v� N ,CV �Aj OREGO ER '\1 OS A. HE ��P EXPIRES:06/30/2017 December 16,2015 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10103/2015 BEFORE USE. Design valid for use only Wth 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 verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Qty Ply - PI-15-36MAINF04 Floor 5 1 _ - -H Job Reference(optional) R4614�v Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:49:17 2015 Page 1 ID:IB2ZCH KzBN D 1 u2Em9a919Gzns2P-Ojgh6e524N?XkBOtCOEfJHr14hBM RhAJoS_Usny8Ox W 0-6-8 i 1-4-12 1-9-0 _ Scale=1:14.6 1.5x3 1.5x3 1.5x3 1 2 3x4= 3 43x4 = 5 v a d 3x4= 3x5= 8 7 6 3x4= 0 G-8 7812 0-6-8 7-0-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.02 7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.04 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WE 0.20 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:31 Ib FT=0%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF Nc.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF ND.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) 1=379/0-6-0,6=379/0-1-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=0/323,2-3=1050/0,3-4=-1049/0 BOT CHORD 7-8=0/696,6-7=0/809 ONT+ONIO WEBS 4-6=-859/0,4-7=0/255,2-7=0/376,2-8=761/0 0 51 NOTES- G �tt4 �'0d 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 02 �� 1N 2)Recommend 2x6 strong backs,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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. �lp49639 tt7� SSI�NAL��G GNI: `s�o 2 Cl 87022P yr N OR GON ti�Off~ FMBER "N OS A. HE ��P EXPIRES:06/30/2017 December 16,2015 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability,of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard 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/TPI I Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Inf---flon available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandna,VA 22314. Suite 109 Citrus Heiahts,CA 95610 Job I TssTruss Type Qty 846143025F05 PL15-36MAIN_H Floor 9 TJobeference (optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:49:17 2015 Page 1 ID:IB2ZCHKzBND1 u2Em9a919Gzns2P-0jgh6e524N?XkBOtCOEfJHr_Vh9yRbVJol1S—Upsny8OxW � o-n 1-1-121-a-8 1-9-0 it 1-9 M ' � P-I Scale=1:34.2 1.5x3 3x4= 1.5x3 3x4= 1.5x3 13x8= 3x5= 1.5x3 3x4= 1.5x3 II 3x5 = 1 2 3 4 5 6 7 8 9 10 11 Id 1 17 16 14 13 12 3x4= 3x5 = 3x8= 3x5= 3x6= 3x8 = 1.5x3 r 9-7-12 18-10.4 14-12 r of9.2-8 0-&8 Plate Offsets(X Y)— [6:0-1-12,Edge],[11:0-1-flVdge],[14:0-2-8,Edge],[15:0-1-8,Edge],[16:0-1-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.06 17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.26 Vert(TL) -0.09 13-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.01 15 n/a n/a BCDL 5.0 Code IBC2012/71PI2007 (Matrix) Weight:82 Ib FT=O%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-G-0 oc bracing. REACTIONS. (Ib/size) 18=408/0-1-8,11=392/0-6-0,15=1287/0-3-8 Max Grav 18=450(LC 3),11=438(LC 4),15=1287(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. t�_y't'IONIO TOP CHORD 2-3=-1474/0,3-4=1474/0,4-5=5/677,5-6=2/678,6-7=0/1684,7-8=-1140/197, 8-9=-1140/197,9-10=-1124/0,10-11=-1124/0 G�5 BOT CHORD 17-18=0/1108,16-17=226/1076,1516=1644/0,14-15=607/307,13-14=0/1369 ��t O WEBS 6-15=-732/0,2-18=1161/0,2-17=-37/383,4-17=0/555,4-16=-1269/0,6-16=0/1238, Uj 11-13=0/1169,9-13=-260/117,9-14=-379/0,7-14=0/1020,7-15=-1545/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 49639 wa 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18. O11, � +IST 9 3)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to G be attached to walls at their outer ends or restrained by other means. sl()NAZ,E� 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. G N O 87022PE r N OREG N rye Off~ ccM,BER 'N1 OSA HEp'�P EXPIRES:06/30/2017 December 16,2015 AWARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE U11.7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based on upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicabi ity of design parameters and property incorporate this design into the overall 0' 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 7777 Greenback Lane fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 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 General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x,y 6-4-8 1 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. 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. 0-f/, ci-2 c2-3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves o WEBS c3,q 4 may require bracing,or alternative Tor I O1� p bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. CL U 01 Q 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate 7� C6-2 designer,erection supervisor,property owner and plates 0-'A6' 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 width measured perpendicular ESR-131 1,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing 10 spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but C 2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. __ 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ® 18.Use of green or treated lumber may pose unacceptable Efflenvironmental,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 DSB-89: Design Standard for Bracing. is not sufficient. BCSI: BuildingComponent Safety Information, 20.Design assumes manufacture in accordance with P Y MiTek g Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015 MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL15-36 UPPER Fax 916/676-1909 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: R46143026 thru 846 1 43 03 1 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. D P R OFFS, �NGI NEF� d/0, 870 2P r yN �N �Aj OREGON F,ygER A. HE��P EX :06/30/ December 16,2015 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. w MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: PL15-36 UPPER Fax 9161676-1909 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: 846143026 thru R46143031 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. 0VONIO E7S �g WASb„ W CID - N "d 49639 <ya ss �� December 16,2015 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 846143026 IPL1 5-36_UPPER F01 Floor — 5 1 Job Reference o tional _ Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:49:30 2015 Page 1 ID:b7svlcGfy7KZBFHAyi5?_PyJxQ t-8Dybg4FCOMehoBtNTdzjL 1 tBywZi_ZPDn_egpwyBOxJ 1 2-6-0 2-3-3 [ 1-2-0 1 0-11-13 Scale=1:14.1 1.5x3 11 1.5x3 11 1.5x3 11 1 2 3x4= 3 4 3x4= 5 m m 9 8 7 6 3x4= 1.5x3 11 3x4= 3x4= 4-10-1157-3 1 62-3 7-5-0 4-10-11 0-1- 17-0 0. 1-2-13 Plate Offsets(X,Y)— [4:0-1-8,Edge),[8:0-1-8,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.08 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.41 Vert(TL) -0.18 8-9 >485 360 BCLL 0.0 Rep Stress Ina YES WB 0.20 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:33 Ib 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) 9=401/0-3-12,6=401/0-1-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-573/0,3-4=-573/0 �yONIO BOT CHORD 8-9=0/708,7-8=0/573,6-7=0/573 p Ct WEBS 2-9=-760/0,46=-771/0 CC) NOTES- y y Ct1 1)Unbalanced floor live loads have been considered for this design. N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 3)Recommend 2x6 strong backs,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. 49639 s{,� SSIO1VALti�G � G N� u19, 2 8 2PE 9r yN ,N �Aj OREGO ER '\1 Os A. HE��P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based onN upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall HS, 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 QuoUty 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 1 Job Truss Truss Type Qty Ply 846143027 PL15-36 UPPER F02 Floor 1 i Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:49:31 2015 Page 1 ID:b7svlcGfy7KZBFHAyi5?_PyJxQ1 cQWz2QGgngmYQLSZOKUytEQKdKg8jv6NOdNDMzy8Oxl 1-0-0� 0" 1-2-0 tP:Z:f� 1-2-0 i 1-2-0 1 1-2-0 i 1-2-0 W Scale=1:32.9 4x5= 3x5= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 4x5 = 111 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 31�m 'F%29 28 27 26 25 24 23 22 21 3x4= 4x6= 3x6= 3x5= 3x5 = 3x5= 3x4= 3x6- 4x8- 3x6= 135-4 1354 Plate Offsets(X Y)- [14:0-1-8 Edge] [24:0-1-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.53 Vert(LL) -0.37 25 >627 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.72 Vert(TL) -0.58 25 >401 360 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.09 20 n/a n/a BCDL 5.0 Code IBC2012frPI2007 (Matrix) Weight:97 Ib FT=0%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF 240OF 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 240OF 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 20=1053/0-5-8,30=1059/0-2-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. pNIQ TOP CHORD 2-3=-2002/0,3-4=2002/0,4-5=-3498/0,5-6=-3498/0,6-7=4503/0,7-8=-4503/0, ,11V j 8-9=-5005/0,9-10=5005/0,10-11=5039/0,11-12=5039/0,12-13=-4483/0, r' 13-14=-4483/0,14-15=3862/0,15-16=3862/0,16-17=2325/0,17-18=-2325/0 G0�7 �04'w ��q, BOT CHORD 29-30=0/1065,28-29=0/2809,27-28=0/4059,26-27=0/4813,25-26=0/5084,24-25=0/4809, �� O 23-24=0/4483,22-23=0/4483,21-22=0/3192,20-21=0/1281vs WEBS 13-24=21/477,14-23=0/385,2-30=-1463/0,2-29=0/1286,4-29=1108/0,4-28=0/946, y - x N 6-28=770/0,6-27=0/609,8-27=-425/0,8-26=0/264,12-25=66/427,12-24=-829/8, 18-20=1615/0,18-21=0/1346,16-21=111810,16-22=0/865,15-22=55/264, 14-22--1186/0 v649639 NOTES- 0A� 1)Unbalanced floor live loads have been considered for this design. ssI�NALCs 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 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to PRO F be attached to walls at their outer ends or restrained by other means. ,D F 5)CAUTION,Do not erect truss backwards. �`G NGI NEF19/ O2 8702 PE 9r CV �'y SAT )REGO ER 1" �O OS A. HEp'�P EXPIRES:06/30/2017 December 16,2015 AWARNING-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 MJekO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse With possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/71`111Quality 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 IPL15-36_UPPER F03 Floor or 1 846143028 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:49:32 2015 Page 1 ID:b7svIeGfy7KZBFHAyi5?_PyJxQI-4c4LFmHSYzuP1 V1la1?BQSyW3kAbSMbWFH7muPy8OxH 1-a-0 i_1--1_14 �120I¢7$.]1 1-2-0 1 1-2-0 i 1-2-0 i 1-a-0 0- 8 Scale=1:32.4 4x5= 3x5= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4 = 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 mi 30 fill l 29 28 27 26 25 24 23 22 21 20 3x4 - 4x6 - 3x6= 3x5= 3x5 = 3x5 = 3x6= 4x8= 3x6= 19-1-4 141-4 Plate Offsets(X,Y)- 112:0-1-8,Edge],[13:0-1-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) -0.35 24 >656 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.70 Vert(TL) -0.54 24-25 >419 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.08 19 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:95 Ib FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 OF 240OF 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF 240OF 2.0E(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 19=1034/0-5-8,29=1040/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1963/0,3-4=1963/0,4-5=3421/0,5-6=-3421/0,6-7=-438710,7-8=4387/0, TON10 Ak 8-9=-4852/0,9-10=4852/0,10-11=-4878/0,11-12=4878/0,12-13=-4378/0, 13-14=3772/0,14-15=3772/0,1516=2279/0,16-17=2279/0 BOT CHORD 28-29=0/1046,27-28=0/2751,26-27=0/3962,2526=0/4677,24-25=014901,2324=0/4378, G �4' G- 7 22-23=0/4378,21-22=0/4378,20-21=0/3123,19-20=0/1257 �� 0� �t!d WEBS 12-23=-302/0,13-22=0/418,2-29=1436/0,2-28=0/1260,4-28=1081/0,4-27=0/920, N 6-27=744/0,6-26=0/583,B-26=398/0,11-24=-275/0,12-24=-52/810,17-19=1586/0, 17-20=0/1317,1520=108810,1521=0/837,14-21=60/251,1321=1168/0 v0 NOTES- 49639 �0 � TEg� IVa 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. SSIOMALG 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. 5)CAUTION,Do not erect truss backwards. P R OFFss � 2 870 2PE -9r N y �`0 OREGO 4N �C" FMBER OS A. HEp`�P EXPIRES:06/30/2017 December 16,2015 AWARNING-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 Wth Mile1<5 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 verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse With possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Hai hts CA 95610 Job Fl-!U`S_�T ype Qty PlyR4614302^4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:49:33 2015 Page 1 ID:b7svlcGfy7 KZBFHAyi5?_PyJxQ 1-YoekT614J HOGfecy8lWQzfVkh8d4BwggTxsKQryBOxG i 2-6-0t>. Cs1� I 1--14 1-2-0 _i 1-11-2 Scale=1:19.1 1.50 11 3x4= 3x4 I1 3x4= 1.50 11 3x4= 1.5x3 I1 1 2 3 4 5 6 7 m 12 10 9 3x4= 8 1.5x3 3x4 = 3x6= 3x4 = 3-2-0 10-11.12 n 7-412 Plate Offsets(X Yr [4 0-1-8 Edge] [9 0-1-8 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.06 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.13 8-9 >689 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Harz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC2012ITP12007 (Matrix) Weight:51 Ib 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. (Ib/size) 11=564/0-3-8,12=203/Mechanical,8=427/Mechanical Max Grav 11=564(LC 1),12=232(LC 8),8=432(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. -TONIO I TOP CHORD 4-5=-769/0,5-6=-769/0 O51 Off,g1pS�J BOT CHORD 11-12=0/292,10-11=0/769,9-10=0/769,8-9=0/784 `W WEBS 2-12=313/0,2-11=283/0,4-11=775/0,6-8=-842/0 _ 0 NOTES- — N 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 3-1 Od(0.131 X 3")nails. Strongbacks to "gyp 4963939 s{,a be attached to walls at their outer ends or restrained by other means. Q� 4)CAUTION,Do not erect truss backwards. �3,SI�NALG NEFR '5O 2 CC 870 2PE 9r N � OREGO �o OWN c°,yBER '\" A. HEP'�P EXPIRES:06/30/2017 December 16,2015 ,&WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. s Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 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 846143030 IPL15-36_UPPER F05 Floor fi 1 Joh Referenre/antianalt Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:49:34 2015 Page 1 ID:b7svlcGfy7KZBFHAyi5?_PyJxQ t-O?C6gSli4b86HoB8iS 1 fVt2ogXvPwHapibctyHy8OxF ill--A i 1-7-4 2$0 le i 1-2-0 1 2�� 1 Scale=1:41.2 3x6= 3x6= 1.5x3 1.5x3 11 3x6 = 3x6 FP= 1.5x3 11 1.5x3 1 2 3 4 5 6 7 8 9 10 11 12 13 Im 22 21 20 19 18 17 16 15 14 3x6= 3x8= 3x6 FP— 3x8— 3x8= 1.5x3 11 1 1�J_ 2 16-2-12 23-11-0 f�a aY� a_an 26,4 Plate Offsets(X Y)— [10:0-1-8 Edge] [15:0-1-8 Edgel,[22:Edge 0 1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.73 Vert(LL) -0.12 18-20 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.21 14-15 >436 360 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.03 14 n/a n/a BCDL 5.0 Code IBC2012f rPI2007 (Matrix) Weight:109 Ib 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. (Ib/size) 14=299/0-1-12,21=1282/0-5-8,17=1389/0-3-8 Max Uplift 14=-30(LC 6) Max Grav 14=413(LC 5),21=1282(LC 1),17=1435(LC 4) �;JONIO FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=0/561,2-3=0/563,3-4=2064/0,4-5=-2064/0,5-6=2015/0,6-7=2015/0, OS O� 7-8=0/1170,B-9=0/1170,9-10=0/1164,10-11=651/567,11-12=651/567 BOT CHORD 2(3-21=209/982,19-20=0/2369,18-19=0/2369,17-18=0/885,16-17=567/651, y 0 15-16=567/651,14-15=181/738 N WEBS 1-21=695/0,7-17=2016/0,7-18=0/1254,6-18=-251/0,5-18=-419/57,5-20=408/0, 4-20=260/0,3-20=0/1244,3-21=-1333/0,10-17=-1194/0,12-14=792/194, 12-15=-488/0 vO� 49639 cry NOTES- O+{�i� ISTER� 1)Unbalanced floor live loads have been considered for this design. `rSjON� G 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 4)Recommend 2x6 strong backs,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. ��D PROF F 5)CAUTION,Do not erect truss backwards. rs 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)360 Ib down at 0-1-8 on top chord. ���� ANG)N,F 1S/O2 The design/selection of such connection device(s)is the responsibility of others. 9 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 41Z 87 2 P E LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 (J1 N Uniform Loads(plf) ,C Vert:14-22=10,1-13=-100 OREGO Concentrated Loads(lb) 7.p T� 1 Q Vert:1=360(F) ER OS .4. HEP`�P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design p.ramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. - Design valid for use only with MTekO 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/TPI I Quality Criteria,DSB-89 and BC51 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 Q1Y PIY 846143031 PL15-36_UPPER FO6 Floor 11 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:49:35 2015 Page 1 ID:b7svlcGfy7KZBFHAyi5?_PyJxQ 1-U Bm U uoJ KruGzvym KFAYu24aOcxB6fj6yxFLRVky8OxE 1-0-0 0"i 1-2-0 QzZ=G�i 1-2-0 1 1-2-0 i 1-2-0 i 1-2-0 0-0r8 Scale=1:32.9 4x5 = 3x5= 3x4= 3x4= 3x4= 3x4 = 3x4= 3x4= 4x5 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 14 31Im 1 29 28 27 26 25 24 23 22 21 3x4= 4x6 = 3x6= 3x5= 3x5- 3x5 - 3x4= 3x6= 4x8= 3x6= 19-5-0 145-0 Plate Offsets(X Y)- [140-1-8 Edge] [24 0-1-8 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.53 Vert(LL) -0.37 25 >630 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.72 Vert(TL) -0.57 25 >403 360 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.09 20 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:97 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 240OF 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 240OF 2.OE(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 20=1051/0-5-8,30=1058/0-1-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 't�pNIO p TOP CHORD 2-3=-2000/0,3-4=-2000/0,4-5=-3493/0,66=-3493/0,6-7=-4496/0,7-8=4496/0, e.1 _�C. 8-9=-4995/0,9-10=4995/0,10-11=5027/0,11-12=-5027/0,12-13=-4475/0, Oy 13-14=-4475/0,14-15=3857/0,1616=3857/0,16-17=2322/0,17-18=-2322/0 BOT CHORD 29-30=0/1064,28-29=0/2805,27-28=0/4053,26-27=0/4804,25-26=0/5073,24-25=0/4794, 23-24=0/4475,22-23=0/4475,21-22=0/3187,20-21=0/1279 y °� N WEBS 13-24=-21/489,14-23=0/383,2-30=-1461/0,2-29=0/1285,4-29=-1106/0,4-28=0/945, _ 6-28=-769/0,6-27=0/608,8-27=-424/0,8-26=0/263,12-25=-66/432,12-24=835/7, 118-20=11614/0,18-21=0/11344,11&21=1116/0,16-22=0/863,15-22=-55/263, 14-22=-1182/0 �+p 49639 sya NOTES- � 1)Unbalanced floor live loads have been considered for this design. S`sI(1j1jAj,E�� 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joints)30. 4)Recommend 2x6 strong backs,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. �v, P R OFFS 5)CAUTION,Do not erect truss backwards. \�� GIN 1S'jO QZ 870 2PE 9r N y �Aj DREGO ti�OOw� E FMBR �� OS A. HE ��P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based on upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall MR" 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/TPl1 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 Hei hts CA 95610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3/a Center plate joint unless x,y (Drawings not to scale) Damage or Personal In offsets are indicated. g Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides Of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. cr-2 c2-3 2. Truss bracing must be designed by an engineer.For U /16" wide truss spacing,individual lateral braces themselves o WEBS coo 4 may require bracing,or alternative Tor I T p O bracing should be considered. = b O 3. Never exceed the design loading shown and never P° U stack materials on inadequately braced trusses. 0 IL 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate cb-i cs e designer,erection supervisor,property owner and plates 0-'Ag' 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. connectorlates. THE LEFT. p 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. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE 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-131 1,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. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. __® 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.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone s not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, MiTek 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:Mll-7473 rev. 10/03/2015