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Plans M72019-00105 r r f412a7Su/lb?te /A -- RETEIVED mi IFEB 0 6 2019 iTekCIT‘r ,)F TIGARD BUILDING DIVISION MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-431 MAINOW Fax 916/676-1909 POLYGON The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R43961818 thru R43961820 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. c,0 PROpz. 619 N� �1G 1 E" - /O 87. 2PE r- --7 '°i, OREGON © q z Cb 8ER 't\ �' iS EXPIRES:06/30/2015 March 5,2015 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 R43961818 PL14-431_MAINOW F01 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.Thu Mar 05 14:16:12 2015 Page 1 ID:brruHgUalglzWRo1 bXLiOcy8Kd9-brglCyzTm61hDD33zepRnexi9bHeDJ2c5RRhtozdwDH 1 1-04) 1 0- 11 1-2-0 Ilaa s 10-9-0 110 o 10-9-0 110-9-0 I0 9 O I ICI-9-0 10-9-0 11 a9-010-9.0 I Scale=1:36.9 4x4= 1.5x3 I I 1.5x3 11 1.5x3 I I 1.5x3 II 1.5x3 I I 1.5x3 I I 1.5x3 I I 1.5x3 11 1.5x3 113x6 FP= 1.5x3 II 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 o ''l -'rlilk\irs" ALAIkdialiThrsit .7*ini la.lillima- 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x6= 3x5= 3x6 FP= 3x5= 3x5= 3x5= 4x4= 3x5= 3x5= 3x5= 3x5= 3x6=- 355 355= I 21-9-12 21-9-12 Plate Offsets(X.Y1— [1:Edge,0-1-8].131:0-1-8.Edge].132:0-1-8.Edgel LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) 0.00 27 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.03 Vert(TL) -0.00 38-39 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 32 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:115 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, Except: 10-0-0 oc bracing:38-39,37-38,27-28. REACTIONS. All bearings 21-9-12. (lb)- Max Uplift All uplift 100 lb or less at joint(s)30 except 39=-142(LC 6),32=176(LC 7),31=186(LC 6),26=146(LC 7) Max Gray All reactions 250 lb or less at joint(s)39,32,31,38,37,35,34,33,26,26,27,28,29,30 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 10-34=-251/234,10-33=250/236,12-33=-281/275,15-30=-268/258,15-31=265/256 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)This truss has been designed for a total drag load of 150 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 21-9-12 for 150.0 plf. 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. LOAD CASE(S) Standard �-� 0 PRQp4- r>.c. r,.1-- 9 /0 2 87022PE 9c' N cv -0iREG e N r X40 O 4$ER \ a A. HEN- EXPIRES:06/30/2015 March 5,2015 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.02/16/2015 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. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the p�t T { erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding f V!i(Ole fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1811 Qualfly Criteria,DSB-89 and SCSI Balding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights CA 95ri1n I t Job Truss Truss Type Qty Ply POLYGON R43961819 PL14-431_MAINOW F02 FLOOR 15 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Mar 05 14:16:13 2015 Page 1 ID:brruHgUalglzWRo1 bXLIOcy8Kd9-31 EgQH_5XQtXgNeFWMKgKsUmp?RQygFmJ5AEPEzdwDG 1 1-0-0 1 1 1-2-0 110-6-91 Scale=1:37.2 3x4= 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x6 FP= 3x4= 4x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 ryJyT •�'1 e/7\ a dea .� " c a-. + •a / ,\ � / 9,� " /` / \ c / ` N - e - e 111 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4= 4x5= 3x5= 3x6 FP= 3x5- 3x5= 3x4= 3x4= 3x5= 3x5 = 4x5= 3x4= 1.5x3 SP= 3x5= 13-5-11 I 12-3-11 9-10-1 I 21-9-12 1 12-3-11 0-7-0 b-7-o 8-4-1 Plate Offsets(X,Y)- [28:0-1-8,Edge],[29:0-1-8.Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP . TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.39 29-30 >671 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.61 29-30 >429 360 BCLL 0.0 Rep Stress lncr YES WB 0.49 Horz(TL) 0.09 24 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) - Weight:110 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 SOT 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) 24=795/0-6-12 (min.0-1-8),36=795/0-7-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1463/0,3-4=1463/0,4-5=-2603/0,5-6=-2603/0,6-7=-3427/0,7-8=3427/0, 8-9=-3932/0,9-10=3932/0,10-11=4130/0,11-12=-4130/0,12-13=3970/0, 13-14=3970/0,14-15=3970/0,15.16=3422/0,16-17=3422/0,17-18=2605/0, 18-19=2605/0,19-20=2605/0,20-21=1463/0,21-22=1463/0 BOT CHORD 35-36=0/773,34-35=0/2071,33-34=0/3052,32-33=0/3052,31-32=0/3717,30-31=0/4070, 29-30=0/4084,28-29=0/3970,27-28=0/3720,26-27=0/3048,25-26=0/2072,24-25=0/773 WEBS 13-29=-117/292,14-28=-335/0,2-36=1082/0,2-35=0/967,4-35=-850/0,4-34=0/745, 6-34=630/0,6-32=0/525,8-32=-406/0,8-31=0/301,12-29=-459/162,22-24=-1082/0, 22-25=0/967,20-25=-852/0,20-26=0/747,17-26=-621/0,17-27=0/523,15-27=-444/0, 15-28=0/581 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Required 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be ) PR QF-- attached to walls at their outer ends or restrained by other means. , S LOAD CASE(S) Standard <Gt- t .9 �9 870 2PE N /, A �7 Aj,OREGO cis Ott/ •9On 8 E p‘"‘ A. HE.. EXPIRES:06/30/2015 March 5,2015 f NI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02/16/2015 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. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 r`hmc Heightc r.A ewin S ' Job Truss Truss Type Qty Ply POLYGON R43961820 PL14-431_MAINOW F04 FLOOR 5 1 Job Reference(optional) Pacific Lumber Si Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Mar 05 14:16:14 2015 Page 1 ID:brruHgUalglzWRol bXLiOcy8Kd9-XDo2dd?klj?OSXCS43nR3OydPs2hA7vYlwnxhzdwDF 1 2-2-11 1 1 1-2-0 1 1 1-11-9 I 2-0-0 1 Scale=1:20.8 1.5x3 II 3x4= 1.5x3 11 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 e 0 N ,c,_ i`{fie o o ` e 12 11 10 9 40, 3x4= 1.5x3 II 3x4= 3x5= 3x4= 2-5-11 1 3-0-111 3-7-11 I 11-11-12 I 2-5-11 0-7-0 0-7-0 8-4-1 Plate Offsets(X.Y1— [2:0-1-8.Edge].[10:0-1-8.E.ge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.12 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.42 Vert(TL) -0.19 9-10 >766 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:54 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) 12=435/Mechanical,8=435/0-4-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-939/0,3-4=-939/0,4-5=1153/0,5-6=1153/0 BOT CHORD 11-12=0/939,10-11=0/939,9-10=0/1250,8-9=0/735 WEBS 2-12=-1027/0,6-8=-823/0,6-9=0/469,4-10=-393/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard �co--��� PR()Fess rr 87022PE 'r' / (n cv -7 fi , A5), OREGON rc, .4" ,¢ k ,' 4 c 0S BER 1 A, HE° EXPIRES:06/30/2015 March 5,2015 °,.s. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02/16/2015 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. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MI is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding [tq° Ok6 fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPI1 Quality Criteria,D58-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Suite 109 Citrus Heights,CA 95F1n Symbols Numbering System Al General Safety Notes PLATE LOCATION AND ORIENTATION 4-1 /q 3 Center plate on joint unless x,y ! I 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale( Failure to Follow Could Cause Property Damageor Personal Injury offsets are indicated. I NEMDimensions are in ft-in-sixteenths. ii4k. 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. 2. Truss bracing must be designed by an engineer.For 0-T/16 I 61 1 plifig 1 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I p bracing should be considered. (so m 3. Never exceed the design loading shown and never 111.11411ip I stack materials on inadequately braced trusses. O4. Provide copies of this truss design to the building For 4 x 2 orientation,locate ..7 , 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. 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. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC E$Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR 2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that / Indicated by symbol shown and/or specified. by text in the bracing section of the 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 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 MiTeke All Rights Reserved approval of an engineer. ' 1=1 reaction section indicates joint L�� number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. INN MIN 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: WI 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 is not sufficient. DSB-89: Design Standard for Bracing. ; BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTeVANSI/TPI 1 Quality Criteria. v Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.02/16/2015 /gT -t000s 1g257 SW 46974,gv4 -"' RE( :IVED FEB 0 6 2019 MiTekCITY TIGARD BUILDING DIVISION MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: PL14-431_UPPER Fax916/676-1909 POLYGON The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc. under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R43673812 thru R43673813 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 4�p P R OFFS, \ `4GIN4-6) Si02 1:t' 870 2PE of y "0r,, OREGON ci=' <tr tis A. HE EXPIRES:06/30/2015 January 23,2015 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 R43673812 PL14-431_UPPER F01 FLOOR 16 1 4 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Jan 23 08:10:54 2015 Page 1 ID:brruHgUalglzWRo1 bXLiOcy8Kd9-tmpkcTjse3nLxSWUeYMJ8_OWgGuOWIuDTUCwjizsVhl IO-10-01 10-8-01 11-2-0 110-1461 1 1-0.0 ii 1-2-0 ii 1-1-6 11 1'0-0 ii 1-2-0 11 1-2-8 1 1-2-0 1 Scale=1:37.3 3x4= 3x4 II 4x4= 3x4= 3x4= 3x6 FP= 3x4= 3x4= 3x4= 3x4= 3x4= 4x4= 4x5= 3x4 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 ` /\ /\ /\ /\ /\ IN O' e m o c o o es o o 5o / e 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x6= 3x6 FP= 3x5= 3x5= 3x5= 3x4= 3x5= 4x6= 4x4= 3x6-4x5= 3x5= 21-9-12 21-9-12 1 Plate Offsets(X.Y)- [1:Edge,0-1-81 [15:0-1-8.Edge],[17:0-1-8.Edge].[18:0-1-8.Edge] [20:0-1-8.Edge].[25:0-1-8.Edge] l32:0-1-8.Edge[ LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.41 31-32 >632 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.64 31-32 >405 360 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.08 24 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight 112 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.OE(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 39=791/0-6-0 (min.0-1-8),24=791/0-6-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1285/0,3-4=-1285/0,4-5=-2293/0,5-6=-2293/0,6-7=-3076/0,7-8=-3076/0, 8-9=3076/0,9-10=3634/0,10-11=3634/0,11-12=3970/0,12-13=3970/0, 13-14=-4053/0,14-15=4053/0,15-16=3956/0,16-17=-3956/0,17-18=-3519/0, 18-19=2939/0,19-20=2939/0,20-21=2027/0,21-22=-2027/0 BOT CHORD 38-39=0/696,37-38=0/1816,36-37=0/1816,35-36=0/2712,34-35=0/3382,33-34=0/3829, 32-33=0/4046,31-32=0/4053,30-31=0/4053,29-30=0/3519,28-29=0/3519,27-28=0/3519, 26-27=0/2027,25-26=0/2027,24-25=0/939 WEBS 17-29=-279/0,18-28=0/254,20-26=-419/0,21-25=591/0,2-39=-1027/0,2-38=0/903, 4-38=-815/0,4-36=0/731,6-36=-643/0,6-35=0/559,9-35=-469/0,9-34=0/386, 11-34=300/0,17-30=0/706,15-30=-402/124,20-27=0/1265,18-27=-857/0, 22-24=1206/0,22-25=0/1407 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All-plates are 1.5x3 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. sik, ,o PR QFe`ficS' 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 attached to walls at their outer ends or restrained by other means. NAG[NEF- /_ LOAD CASE(S) Standard 1:14.1 U 2y 870 2PE 7 �"ois OREGO 25' <u 9O BERO'` 44 On A. HeVk EXPIRES:06/30/2015 January 23,2015 t / ®WARNING-Verify design parameBr3 and READ NOTES ON THIS AND INCLUDED JITTER REFERENT PAGE IkfII-1473 set 1/29/2014 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. Applicabitty of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Mil is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the e. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding i(e14° fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N rine OPT lumber'is speclfiie4,the design wastes thaw e%rcta••.vc 06/0Sj2G13 by ALEC Job Truss Truss Type City Ply POLYGON ♦ R43673813 PL14-431_UPPER F02 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Jan 23 08:10:55 2015 Page 1 ID:brruHgUalglzWRo1 bXLiOcy8Kd9-LyN7ppkUONvCZc4hBFtYgCxjrgH?FCMMi8xTG8zsVhk 1 0-9-0 1 1 1-2-0 I I 1-11-14 I I j-2-0 I I 2-2-14 I I 1-2-0 1 1 2-6-0 I Scale=1:20.2 3x4 = 3x4= 1 2 33x4= 3x4= 4 5 6 7 8 e e e o ® e o o- e o 0 N O O 9 ® o O e o e e 16 15 14 13 12 11 10 /`9X(') 3x4= 3x4 = 3x4= 3x4= 4-11-14 1-0-0 1-7-0 2-2-0 4-3-6 4.4 1 4 5-6-14 S-18 8-0-12 8-7-12 9-2-12 11-11-12 1 1-0-0 I 0-7-0 I 0-7-0 I 2-1-6 0I-l- 0-7-0 0-7-0 0--1- 2-4-6 I 0-7-0 0-7-0 I 2-9-0 Plate Offsets WO— [2:0-1-8.Edge].[3:0-1-8,Edge].j6:0-1-8.Edge].[7:0-1-8.Edge].(12:0-1-8,Edge].[13:0-1-8.Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.13 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.53 Vert(TL) -0.21 11-12 >691 360 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:54 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) 16=435/Mechanical,9=435/0-4-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-574/0,3-4=-1240/0,4-5=-1240/0,5-6=-1240/0,6-7=-996/0 BOT CHORD 15-16=0/574,14-15=0/574,13-14=0/574,12-13=0/1240,11-12=0/996,10-11=0/996,9-10=0/996 WEBS 2-15=0/315,2-16=893/0,3-13=0/750,6-12=0/349,7-9=1071/0 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)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard .`�``V0G PRare�S 870 2PE cn ' i -57„5,1 5. �'aj, OREGON rt",jv BER '1 '' A. HES EXPIRES:06/30/2015 January 23,2015 ®WARNING-Verifydes.ign ya o.^etrs and READ ROTES ON MIS AND It liDED MITE#REFERENCE PAGE tfII 7473 rs u 1/2g/2914 2"/2914 BEFOREtr SE Design valid for use only with Mirek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown NI is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of theMiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPt1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Guile 109 Safely Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 M SoutbermPirrrc(SP)umber'is specified,the design values sine thnseaffectivre /01/2G13 by AIM r__ ' Symbols Numbering System a General 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 4- /4 offsets are indicated. i I (Drawings not to scale) Damage or Personal Injury En= Dimensions are in ft-in-sixteenths. I4 Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. dia onal orX-bracin TOP CHORDS 9g,is always required. See BCS(. 0 1 �� 2. Truss bracing must be designed by an engineer.For -/16" wide truss spacing,individual lateral braces themselves •L4 may require bracing,or alternative Tr I pbracing should be considered. k - 3. Never exceed the design loading shown and never 1111111lor stack materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate �' I- C7-8-e ce- designer,erection supervisor,property owner and plates 0 'M 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 Southern Pine lumber designations are as follows: in all respects,equal to or better than that �� Indicated bysymbol shown and/or SYP represents values as published specified. �/ bytext in the bracingsection of the by AWC in the 200prNDS SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. If indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. 1 BEARING 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. #11 IMMO reaction section indicates joint1 11.11111111111111 17.Install and load vertically where bearings occur. unless indicated otherwise. Min size shown is for crushing onlyWI . 18.Use ofreen or treated lumber may y pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI(: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 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:MII-7473 rev.01/29/2013