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r i s?,a35 J(N 51g1 M Y �, Y RECEIVED OFT i4 DEC 19 2016 CITY OF TIGARD BUILDING DIVISION 4-00-00 28-04-00 / / / 13-08-08 13-08-08 i / / / r 4- 1 O -1 cP W O O I NO EXCEPTION NOTED Z MAKE CORRECTIONS NOTED ❑ REJECTED 0 REVISE AND RESUBMIT ❑ THIS REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY. ANY DEVIATION FROM PLANS OR SPECIFICATIONS NOT CLEARLY NOTED BY THE CONTRACTOR HAS NOT BEEN REVIEWED. REVIEW SHALL NOT CONSTITUTE A COMPLETE CHECK OF ALL DETAILED DIMENSIONS OR COUNT OR SERVE TO RELIEVE THE CONTRACTOR OF CONTRACTUAL RESPONSIBILITY FOR ANY ERROR OR DEVIATION FROM CONTRACT REQUIREMENTS. TM RIPPEY CONSULTING ENGINEERS PORTLAND, OREGON DATE: 12/14/16 BY: JH Client: OHI Construction Plan : Schylper Tree Damage Quote #: 16-017630 /// Sales : Oscar Trigueros x131 Order #: [???] PRECISION TRUSS fig,LUMBER 11550 SE Jenniter St Site : [???] Lot : [???] Clackamas, OR 97015 (503) 656-2983 Pitch: 6/12 Loading: 25.00-7.00-0.00-10.00 (503) 656-2647 Overhang 24" Date: 12/14/16 10:53:45 mg MiTek MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 16-017630 OHI Construction The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Precision Roof Trusses,Inc. Pages or sheets covered by this seal: K2672051 thru K2672051 My license renewal date for the state of Oregon is December 31,2017. NO EXCEPTION NOTED E4 MAKE CORRECTIONS NOTED 0 REJECTED ❑ REVISE AND RESUBMIT 0 THIS REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY. ANY DEVIATION FROM PLANS OR SPECIFICATIONS NOT CLEARLY NOTED BY THE CONTRACTOR HAS NOT BEEN REVIEWED. REVIEW SHALL NOT CONSTITUTE A COMPLETE CHECK OF ALL DETAILED DIMENSIONS OR COUNT OR SERVE TO REUEVE THE Ep DO CONTRACTOR OF CONTRACTUAL RESPONSIBILITY FOR ANY ERROR eik F'''S/ OR DEVIATION FROM CONTRACT REQUIREMENTS. �GIN &'� TM RIPPEY 444 "'p CONSULTING ENGINEERS 89200PE < PORTLAND, OREGON DATE: 1 2/1 4/1 6 BY: JH y OREGON ottf �L '9 Y 14 2-( P4 RRIL\- ' Sc December 14,2016 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. , Job Truss Truss Type Qty Ply OHI Construction CondiK2672051 16-OT7630 A01- Roof Special 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.030 s Sep 29 2016 MiTek Industries,Inc. Wed Dec 14 12:42:40 2016 Page 1 ID:kr99HsXezu knCA6iKwGJK5yAeH U-_NTnn Kxson Nb?MWOEgHNgi8yc6qN48f61_m0UNy92LT -2-0-0I I I I 1 1 8-5-7 16-1-0 23-0-0 27-8-8 32-2-0 34 2-0 1 2-0-0 8-5-7 7-7-9 6-11-0 4-8-8 4-5-8 2-0-0 Scale=1:58.9 4x6 II 6.00 12 s it 3x6 3x6 3x4 i 4 6 3x5 3 Y 2x3 I I 13 ,\ g 5x5= ,i, N (410/111.11...- 12 cc 2 3x4 2x3 //if clo-ii _ 9 n 01 y 1010 OM!3x6 3.00 12 11 3x4 = 5x5 =- 7-4-151 7-4-15I 14-0-0 1 19-2-0 I 27-8-6 27--1 p-4 32-2-0 7-4-15 6-7-1 5-2-0 8-6-8 0-1-12 4-3-12 Plate Offsets(X,Y)-- [2:0-2-3,0-0-101,[7:0-2-0,0-1-81,19:0-2-0,Edcel,[11:0-2-4,0-2-81,[13:0-2-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.21 13-14 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.83 Vert(TL) -0.47 13-14 >706 180 BCLL 0.0 * Rep Stress Ina YES WB 0.71 Horz(TL) 0.29 11 n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-R Weight:137 lb FT=0% LUMBER- BRACING- [MCT] TOP CHORD 2x4 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. 1-4,6-10:2x4 DF No.1&Btr HOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 DF No.2 5-2-8 oc bracing:9-11. WEBS 2x4 HF Std WEBS 1 Row at midpt 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1182/0-3-8,11=2180/0-3-8,9=-412/0-5-8 Max Horz 2=-112(LC 6) Max Uplift 2=-132(LC 8),11=-102(LC 8),9=-525(LC 17) Max Gray 2=1182(LC 1),11=2180(LC 1),9=35(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3243/275,3-5=-2045/148,5-7=-1229/109,7-8=-79/1553,8-9=-125/1543 BOT CHORD 2-14=-265/2885,13-14=-305/2791,12-13=0/1230,11-12=-30/605,9-11=-1303/136 WEBS 3-14=0/377,3-13=-1022/285,5-13=-51/1334,5-12=-397/81,7-12=0/596, 7-11=-2627/160,8-11=-321/115 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=120mph(3-second gust)V(IRC2012)=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 CCk. ©� S 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i(• d' 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �,• N R will fit between the bottom chord and any other members. (` • 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify t- 89200PE r-- . capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=132,11=102,9=525. 4111"‹.9. ;.1.. .E lel rt. y , OREGON �4 . 'O Ifr 14,`- • `- EXPIRES: 12131/2017 December 14,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 mv.10/03/2015 BEFORE USE. BMWSEt Design valid for use only with MiTch®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 Wok' 11 A�Tok' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T,11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply OHI Construction Cond2 K2672051 16-0-17630 A01- Roof Special 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.030 s Sep 29 2016 MiTek Industries,Inc. Wed Dec 14 12:42:40 2016 Page 1 ID:kr99 HsXezuknCA6iKwGJK5yAeHU-_NTnnKx5OnNb?MWOEgHNgi8wQ6ph48161_mOU Noy92LT -2-0-0 I 8-5-7 I 16-1-0 I 23-0-0 I 27-8-8 I 32-2-0 I 34 2-0 2-0-0 8-5-7 7-7-9 6-11-0 4-8-8 4-5-8 2-0-0 Scale=1:58.9 4x6 II 6.00 12 5 ii 3x6 3x6 3x4 i 4 6 3x5 �9 7 3 2x3 II 13 �\ 5x5= - iiiiiiiiilllr/ 17' r,..„ 14 12 3x4 2x3 // w 9 41 1 4.L. loly 3 3.00 12 11 3x4= o 5x5 =- 7-4-15I 7-4-15I 14-0-0 I 19-2-0 I 27-8-8 27-1p 4 32-2-0 7-4-15 6-7-1 5-2-0 8-6-8 0-1-12 4-3-12 Plate Offsets(X,Y)-- f2:0-2-3,0-0-101,[7:0-2-0,0-1-81,[9:0-2-0,Edael,f11:0-2-4,0-2-81,f13:0-2-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.23 13-14 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.87 Vert(TL) -0.51 13-14 >653 180 BCLL 0.0 * Rep Stress Incr YES WB 0.74 Horz(TL) 0.32 11 n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-R Weight:137 lb FT=0% LUMBER- BRACING- [MCT] TOP CHORD 2x4 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied. 1-4,6-10:2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 DF No.2 6-0-0 oc bracing:9-11. WEBS 2x4 HF Std WEBS 1 Row at midpt 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1245/0-3-8,11=1710/0-3-8 Max Horz 2=-112(LC 6) Max Uplift 2=-138(LC 8),11=-168(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3502/298,3-5=-2312/172,5-7=-1532/128,7-8=-148/728,8-9=-172/693 BOT CHORD 2-14=-287/3122,13-14=-326/3029,12-13=-9/1428,11-12=-23/1015,9-11=-562/190 WEBS 3-14=0/376,3-13=-1010/284,5-13=-61/1448,7-12=0/384,7-11=-2154/166, 8-11=-284/123 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=120mph(3-second gust)V(IRC2012)=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=138,11=168. am., ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 5411-7473 rev.10103/2015 BEFORE USE. 1 Design valid for use only with MiTekS 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 11fYi4'Tek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3j" Center plate on joint unless x,y ( 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property a offsets are indicated. (Drawings not to scale) Damage or Personal Injury MEEDimensions are in ft-in-sixteenths. 11� 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. Deis 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 4 may require bracing,or alternative Tor I - stack bracing should be considered. 3. Never exceed the design loading shown and never materials on inadequately braced trusses. 0_ O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c's c°"� cs a designer,erection supervisor,property owner and plates 0- 'hs 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 ANSUTPI 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,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 �ij� Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved 16.Do not cut or alter truss member or plate without prior ■�■ reaction section indicates joint approval of an engineer. -ml. number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MI 18.Use of green or treated lumber may pose unacceptable 111.- 1 environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI1: National Design Specification for Metal project engineer before use. 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. NI is not sufficient. BCSI: Building Component Safety Information, M wise k4 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 I