Loading...
HomeMy WebLinkAboutReport (6) FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT _ "1111 Transmittal Letter i i G A R n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: TOM DATE RECEIVED: DEPT: BUILDING DIVISION R E r E I VE C) FROM: ELIOT ADAMS + I V JUL 7 2021 COMPANY: r ESSEX GENERAL CONSTRUCTION,INC. CITY OF 1 Ir 6 e PHONE: (503)951-9912 3UILDING r ` ` /M EMAIL: ELIOT.ADAMS@ESSEXGC.COM RE: 11974 SW 72ND AVE BUP2019-00346 (Site Address) (Permit Number) DARTMOUTH APARTMENTS,LOT 31 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: 1 Description: Additional set(s)of plans. Revisions: Cross section(s)and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. 2 Engineer's calculations. 2 Other(explain): Shop Drawings REMARKS: DEFERRED SUBMITTAL:North Building Trusses Shop Drawings&Calculations VALUATION:$62,170 FOR OFFICE USE ONLY Routed to Permit T ician: Date: 7-- J 9- k i Initials: Fees D s ❑ No Fee Description: Amount Du : P1c__v\ re_ ; e_N,.f $396 , 71 i rr co pk-o cf cS ; ,5 $ 1 a.S $ 6-al . 7.3 `----- Special Instructions: Reprint Permit(per PE): ❑ Yes No ❑ Done Applicant Notified..- . . Date: 7/,Lp/)--i Initials: I OFFICE COPY Submittal Response Letter ARCHITECTURE I SERA URBAN DESIGN•PLANNING INTERIOR DESIGN I Date Project Name Dartmouth Apartments I. Project Number 1903007 I IAttention Company Essex General Construction Inc Address 4284 W 7th Avenue I Eugene, Oregon, 97402 Phone (503) 747-0092 Email ISubmittal Name North Building Truss Shop Drawings Submittal No. 06 17 53 — 1.1 Revision I The following comments refer to the submittal listed above. They supplement all comments made within the submittal itself and do not necessarily represent all comments within this Isubmittal. General Comments: No Exceptions Noted in Corrected Copy ISender Charlie Baxter I CC OFFICE COPY SUBMITTAL REVIEW ❑ NO EXCEPTIONS NOTED ❑ DISAPPROVED Wr NO APPROVED COPY CI REVISE ANDIONS NOTED RESUBMIT IN CORRECTEDNOT REVIEWED Reviewed only for general conformance with the design concept I of the project and general compliance with the information given REVISION in th Contract Dnsumentt. This reviewapdoes not affectim the Contractor's responsibility to perform all contract requirements with no change in contract price or time. Any actions shown are I 13 Li Pao )9 , 003 (-1q subject to the requirements of the Contract Documents. Contractor is responsible to confirm and correlate dimensions at the site for information that pertains solely to the fabrication i ---1S-c---r 7 — I 9 — l processes for the means, methods, techniques, procedures, sequences, and quantities necessary to complete the contract and for coordination of the work of all trades and the satisfactory performance of his work. Any review is undertaken solely to satisfy Architect's obligations, if any, to the Owner and shall not I give rise to claim by Contractor or other parties against Architect or Owner. Charlie Baxter I REVIEWED BY SERA 7/1/2021 DATE I I I338 NW 5TH AVENUE PORTLAND OR 97209 T 503.445.7372 F 503.445.7395 SERADESIGN.COM I 171/111"ft,..s.„ Submittal Review Essex 72nd & Dartmouth GENERAL CONSTRUCTION,INC. Section: 061753-1.1 IDate: 06/24/21 Subcontractor/Supplier: Timber Tech Framing LLC IDescription: North Building Truss Shop Drawings (REV 1) Contractor: Sta m p I North Building Truss Shop Drawings & Calcs Essex General Construction Inc This drawing or submittal has been reviewed *Per conversation between Essex and SERA, south building shop drawings & for general conformance with plans and specifications.Review does not relieve I calcs will be submitted separately. Product data, certificates, and reports will fabricator/vendor or subcontractor of be submitted as a separate package as well. responsibiliryforerrors,omissicns,or non-compliance with contract documents. I x O6/34/2021 Reviewed ' Eliot Adams IArchitect: Stamp I I I IEngineer/Consultant: Stamp PROVIDE SIMPSON LGT-3 TIE DOWNS AT ENDS OF TRUSSES I SUPPORTING FALL PROTECTION. WHERE SUPPORTING TRUSSES ARE ®p REJECTEED LI REVISE AND RESUBMIT D ❑FURNISH AS CORRECTED 2-PLY, ADD 2x6 x 4' 0" SCAB W/ (2) ROWS 0.148" DIA x 3" NAILS AT 6" OC or comments elievemade contractor from drawings eompl during ill TO TRUSS BOT CHORD. re uirements of the drawings and specifications. This chock is ' of for review of general conformance with the design uncap of he project and general compliance with the information giver in the contract documents. This contractor is responsib a fo confirming and correlating all quantities and dimen ions seeding fabrication processes and techniques of construction co xtlinatirg his work with that of all other trades;and perfo mint hi;work in a safe and satisfactory manner. I FROELICH ENGINEERS,INC. Df TE: 06/30/2021 By: BJH I 4284 W 7''Avenue.Eugene,OR 97402 1541-342-4509 www.essexgc.com 17400 SW 65''Avenue.Lake Oswego,OR 97035 1503-747-0092 CCB#OR 54531 I WA ESSEXGC852JC =Timber Teen!MINN Ile= WOOD STRUCTURES Commercial - 503 708 4310 - Residential TRANSMITTAL TO: Essex General Construction Inc. DATE: 06.23.2021 ' ATTN: Scott Howell/ Eliot Adams RE: 72" Dartmouth 17400 SW 65' Ave .Suite 100 72°' Ave Dartmouth Lake Oswego , OR 97035 Tigard , Or.97223 We transmit via ❑ US MAIL ❑ FAX ® E-MAIL ❑ HAND DELIVERED the following: ❑ BID PROPOSAL, ® SUBMITTAL ❑ RFI ❑ CHANGE ORDER REQUEST ❑ SUBSTUTION REQUEST El BILLING QTY DESCRIPTION 1 Transmittal 2 20-DD2646 Layout -North 06-23-21 I 3 20-DD2646 Seals - North 06-23-21 4 ESR-1988 Mitek I I I I Timber Technologies LLC 38686 SE Rude Road ' Sandy,OR 97055 Phone:503-708-4310 WWW.Timbertechnologiesllc.com Fax:503-637-3300 I MiTek? I MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 I951-245-9525 Re: 20-DD2646 ITimbertech-Dartmouth North I I 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: K9838300 thru K9838524 IMy license renewal date for the state of Oregon is December 31,2021. I I I 89200PE I OREGON ��4� i 2°G 4 '14, \ P�- MERRtI-\- I a , ., June 23,2021 I Baxter,David IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the I designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the I applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838300 III 20-DD2646 A-DT ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:38 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKX14HzFGli-Fke[8SZNuxXIQRY8Sih W W RIOR50Y2kS09081toz3PeF 7-1-1 I 13-5-3 i 19-9-4 26-1-5 29-6-14 7-1-1 6-4-1 6-4-1 6-4-1 3-5-9 Scale=1:53.1 I 4x6= 0.50 112 117 2 6x12= 1 i9 =2 3x4= 4x7= 4_ 3 4 35 3x12= 4x5= 20 6 21 76 1m .12 el' • 16 15 14 . 22 13 12 11 10 9 3x4 3x8= 3x6= 3x4= 6xl0 M18SHS= 3x8= 5x8 MIBSHS= I 3-11-1 10-3-2 16-7-3 22-11-5 29-3-6 2916/14 3-11-1 6-4-1 6-4-1 6-4-1 6-4-1 0-3-8 Plate Offsets(X,Y)-- [1:0.3-8,0-3-9],[2:0-3-4,0-1-8],[5:0-1-12,0-1-8],[7:0-0-8,0-1.12],[10:0-4-0,0-2-12],[11:0-3-8,0-1-8],[14:0-2-8,0-1-8],[15:0-2-12,0-1-B] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lox) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.32 13 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.72 Vert(TL) -0.99 13 >349 240 M18SHS 185/148 ITCDL 8.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.08 10 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:173 lb FT=O% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x6 DF No.2'Except' TOP CHORD Structural wood sheathing directly applied or 1-11-5 oc purlins, 1-4:2x6 DF 1800E 1.6E except end verticals. BOT CHORD 2x6 DF 2500F 2.2E BOT CHORD Rigid ceiling directly applied or 5-10-10 oc bracing. WEBS 2x4 HF Std*Except` WEBS 1 Row at midpt 6-10 7-10,1-15,2-15,2-14,6-11:2x4 OF No.2 OTHERS 2x6 DF No.2 REACTIONS. (size) 10=0-4-0,18=0-5-8 Max Horz 18=-280(LC 38) Max Uplift 10=-638(LC 41),18—490(LC 48) Max Gray 10=2056(LC 21),18=1824(LC 21) I FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-1751/489,1-2=-2310/947,2-3=-6238/1853,3.5—6526/2241,5-6=6874/1812, 6-7=-450/319 BOT CHORD 15-16=-917/917,14-15=-2787/4482,13-14=-3473/7963,11-13=-2909/8883, 10-11—I360/4360 WEBS 1.15=-684/2626,2-15=-2647/856,2-14=-500/2107,3-14=-2033/694,3-13=-288/698, 5-13=-439/499,5-11=2282/925,6-11=-793/2723,6-10=-4300/1414 NOTES- Ed PROre, 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL�.Opst;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) ,`�� �-, gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �Gj �N('j,I N 4-- �o2 2)C-C wind load user defined. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 -9 I4)Unbalanced snow loads have been considered for this design. Q 89200PE 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) OREGON �(/� I • 10=638,18=490. 9 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27 has/have been modified. G/O�q}...14 .f 4 201 P Building designer must review loads to verify that they are correct for the intended use of this truss. A'rD 10)This truss has been designed for a total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist '"/�R RILL drag loads along bottom chord from 0-0-0 to 12-9-2,28-6-14 to 29-6-14 for 218.0 plf. II 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. RENEWAL DATE:12-31-2021 LOAD CASE(S) Standard Except: June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MRekr&connectors.This design is based only upon parameters shown,and is loran indMdual 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' I l:� ek- Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the labrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSV1711 duality Criteria,CSB-ae and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838300 20-DD2846 A-DT ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:46:38 2021 Page 2 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-Fkej8SZNuxXIQRY86ihWwRIQR50Y2kS09o81toz3PeF LOAD CASE(S) Standard Except: 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-66,3-20=-166,7-20=-66,7-8=-66,9-16=-20 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-53,3-20=-153,7-20=-53,7.8=53,9-16=-20 3)Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=27,3-20-127,7-20=-27,7-8=-27,9-16=-20 4) Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-65,3-20=165,6-20=-65,6-7=-53,7-8=-53,9-16=-20 I 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-16,3-20=116,7-20=-16,7-8-16,9-16=-40 6)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ' Vert:1-17=-89,1-19=40,3-19=32,3-20=-68,7-20=32,7-8=26,9-16=-12 Horz:1-16=21,1.17=89,1-19=48,7-19=41,7-8=34,7-10=38 7)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=53,1-3=32,3-20=-68,20-21=32,7-21=40,7-8=-8,9-16=-12 Horz:1-16=-38,1-17-53,1-21=41,7-21=48,7-10=-21 8)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.17=-35,1-3=-30,3-20=130,7-20=-30,7-8=24,9-16=-20 Horz:1-16=-25,1-17=35,1-7=-14,7-8=-8,7-10=-35 I 9)Dead+0.8 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=53,1-3=-30,3-20=130,7-20a30,7-8=-16,9-16=-20 Horz:1-16=35,1-17=53,1-7=-14,7-10=25 10) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=57,1-3=18,3-20=-82,7-20=18,7-8=12,9-16=-12 Horz:1-16=19,1-17=57,1-7=27,7-8=20,7-10=25 11) Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) II Vert:1-17=57,1-3=39,3-20=-61,7-20=39,7-8=32,9-16=-12 Horz:1-16}25,1.17-57,1-7=47,7-8=40,7-10-19 12) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-57,1-3=-3,3-20}103,7-20=-3,7-8=4,9-16=-20 III Horz:1-16=33,1-17=57,1.7=13,7-8=20,7-10=11 13) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.17=57,1-3=18,3-20=-82,7-20=18,7-8=24,9-16=-20 Horz:1-16=-11,1-17=57,1-7=34,7-8=40,7-10=-33 14) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=38,1-3=18,3-20=82,7-20=18,7-8=12,9-16=12 Horz:1-16=16,1-17=-38,1-7=27,7-8=20,7-10=23 15) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-17=38,13=39,3-20=-61,7-20=39,7-8=32,9-16=-12 Horz:1-16=-23,1-17=-38,1-7=47,7-8=40,7-10=-16 16) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 • Uniform Loads(plf) II Vert:1-17=38,1-3=12,3-20=-8B,7-20=12,7-8=6,9-16=-12 Horz:1-16=8,1-17=-38,1-7=21,7-8=14,7-10=18 17) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=38,1-3=24,3-20=-76,7-20=24,7-8=18,9-16=-12 ' Horz:1-16=-18,1-17=-38,1-7=33,7-8=26,7-10=-8 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=38,1-3=-3,3-20}103,7.20-3,7-8=4,9-16=-20 Horz:1-16=30,1-17=38,1-7=13,7-8=20,7-10=9 I 19) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.17=38,1-3=18,3-20=-82,7-20=18,7-8=24,9-16=-20 Horz:1-16=-9,1-17=-38,1-7=34,7.8=40,7-10=-30 20) Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=31,3-20=-131,7-20=-31,7-8=-31,9-16=-20 21) Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 A WARNING-Verity design parameters and HEAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use ony wills MiTel SI connectors.This design is based only upon parameters shown,end is for an individual budding component,not a truss system.Before use,the building designer must verily the applicability of design parameters end properly incorporate this design into the overall • i building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iTek 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 ANSBTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type City Ply Timbertech-Dartmouth North K9838300 20-DD2646 A-DT ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:38 2021 Page 3 IID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-Fkej8SZNuxXIORY8SihWwRIOR50Y2kS09o81 toz3PeF LOAD CASE(S) Standard Except: Uniform Loads(plf) Vert:1-3=-81,3-20=-181,6-20=-81,6-7=66,7-8=-66,9-16=-20 I22) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-16,3-20=-116,7-20=-16,7-8=16,9-16=-20 23) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) IVert:1-17=-43,1-3=-44,3-20=-144,7-20=-44,7-8=-39,9-16=-20 Horz:1-16=25,1-17=43,1-7=10,7-8=15,7-10=8 24) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=43,1-3=-28,3-20=-128,7-20=-28,7-8=-23,9-16=-20 Horz:1.16=8,1-17=-43,1-7=25,7-8=30,7-10=-25 I 25) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,1-3=-44,3.20=144,7-20=44,7-8=-39,9-16=-20 Horz:1-16=22,1.17-29,1-7=10,7-8=15,7-10=7 I26) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,1-3=-28,3-20=-128,7-20=-28,7-8=-23,9-16=-20 Horz:1-16=-7,1-17=29,1-7=25,7-8=30,7-10=-22 27) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 IUniform Loads(plf) Vert:1-3=56,3-20=-156,7-20=-56,7-8=-56,9-16=-20 I I I I I I I I t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. 1Design valid for use only with MlTek8t 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 verily 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 INi sk- is 250 Klug Circle always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSWTP/1 Qualify Criteria,OSBdn and SCSI Building Component Safety Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MO 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North • K9838301 20-DD2646 A-DT2 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:04 2021 Page 1 ' ID:Uz?6p9Pw3CCW5Kp1XKXkgHzFGli-UkDYcLuhmwocXQXB_98c_wNxfZuo7U2rfirRPmHz3Pdr 27-0-0 7-1-1I 13-5-3 19-9-4 26-0-0 26S"�-5 29-8-74 7-1-i 6-4-1 6-4-1 6-2-12 0--5 1 2-6-14 0-10-11 Scale=1:53.2 I 4x8= 0.50112 ' 6x10= B 1 P1 3x4= 3x4= 4x6= 5x8 M18SHS II 2 3 4 354 3x8 11 4x4 II 6 227 89 Ico 18 17 76 15 14 13 12 11 10 ' 2x3 11 3x4= 3x4= 3x4= 3xB MIBSHS= 3x4= 4x4= 5x8 M18SHS= I l 3-11-1 10-3-2 16-7-3 22-11-5 27-0-0 I 29-3-6 29161.14 3-11-1 6-4-1 6.4-1 6-41 4-0-11 2-3-6 0-3-8 Plate Offsets(X,Y)-- [1:0-1-8,0-3-9],[6:0-4-4,0-1-8],[7:0-4-12,0.2.8],[8:0-2-0,0-1-12],[11:0-4-0,0-3-0],[12:0.1.12,0-2-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.21 15 >999 240 MT20 185/148 II (Roof Snow=25.0) Lumber DOL 1.15 BC 0.71 Vert(TL) -0.39 15-16 >886 240 M18SHS 185/148 TCDL 8.0 Rep Stress her NO WB 0.64 Horz(TL) 0.10 11 n/a n/a BCLL 0.0 Code IBC20121TP12007 Matrix-R Weight:301 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 7-11:2x4 DF No.2 4-8-6 oc bracing:12-13 OTHERS 2x6 DF No.2 5-1-5 0C bracing:11-12. IREACTIONS. (size) 11=0-4-0,20=0-5-8 Max Horz 20=-227(LC 39) Max Uplift 11=-4527(LC 73),20=-593(LC 48) Max Gray 11=5580(LC 72),20=1442(LC 21) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.20=-1401/589,1-2=-2050/1289,2-3=-4458/2303,3-5=6603/2717,5-6=9049/5880, 6-7=-8316/6828,7-8=-510/419,8.11=-490/384 BOT CHORD 17-1B=-632/631,16-17—1911/3447,15-16=-2672/5294,13-15—4133/7873, 12-13=-7984/10028,11-12=-6825/8315 WEBS 1-17=-838/1965,2-17=1907/1017,2-16=-687/1619,3-16=-1512/892,3-15=-1229/1537, 5-15=-1454/1645,5-13=-1985/1331,6-13=-1143/2337,7-11=-9202/7555, 7-12=-3498/4393,6-12=5280/4296 f c NOTES- '` R`D PROM` rS 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: s • Top chords connected as follows:2x4-1 row at 0-2-0 oc,2x6-2 rows staggered at 0-3-0 oc. �Gj !NG I N�`Cn �O Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. ��? .8‘. '7 -v9 Webs connected as follows:2x4-1 row at 0-9-0 oc. I2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to $9200PE ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 29-6-14 zone;cantilever left and right exposed;end vertical •_ - 4,IfjI left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.6010 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;CI=1.00 OREGI 5)Unbalanced snow loads have been considered for this design. G6)All plates are MT20 plates unless otherwise indicated. � 14 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity • capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=4527,20=593. RENEWAL DATE:12-31-2021 10) Load case(s)70,71,72,73 has/have been modified.Building designer must review loads to verify that they are correct for the June 23,2021 intended use of this truss. : o A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.5/19/2020 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 chord members only. Additional temporary and permanent bracing MiTek' ek• 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 ANSUTPN Quality Criteria,DSB49 and SCSI Building Component 250 Mug Orcle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838301 20-DD2646 A-DT2 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR•97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:05 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-ywmwphuJXEWT9a6LXtgrW8w6PzE1 sxl?MVAyJkz3Pdq I NOTES- 11)This truss has been designed for a total drag load of 5000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 29-6-14 for 169.1 plf. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 27-0-0,and 5200 lb down and 5200 lb up at 26-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 70) User defined:Lumber Increase=2.00,Plate Increase=2.00 I Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:6=-5200(F)7=5200(F) 71)User defined:Lumber Increase=2.00,Plate Increase=2.00 I Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Veil:6=5200(F)7=-5200(F) 72) User defined:Lumber Increase=2.00,Plate Increase=2.00 I Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10.18—20(F) Concentrated Loads(Ib) Vert:6—2800(F)7=-2800(F) 73) User defined:Lumber Increase=2.00,Plate Increase=2.00 I Uniform Loads(plf) Vert:1-8=-16(F),8-9}16(F),10.18—20(F) Concentrated Loads(Ib) Vert:6=2800(F)7=2800(F) I I I I • I I I I I I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. I Design valid for use only with MiTek®connectors. design is based only upon parameters shown,and is for an individualis buildinge component,not la 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 I 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 Miss systems,see ANSUlPII Qualify Criteria,058-89 and SCSI Building Component 250 Slug Circle Safely Information available from Trims Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 II Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838302 20-DD2646 A-DT3 ROOF SPECIAL 2 1 Job Reference(optional) I Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:17 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-cEVTKo2riwRmbQ0eEOtfOgQ47pJbgLRm7N4bk1 z3Pde l $-1-1 l 11-5-3 l 17-9-0 24-1-5 27-6-14 5-1-1 6-4-1 6-4-1 6-4-1 3-5-9 Scale:1/4"=1' I 4x6= 0.50 112 6x10= ' 7 1 19 3x5=2 3x4= 3X4= 3x6= 3 3xe= 2x4 II 4 5 6 20 78 [[ .El , i lOWN1111411111211%141111111411411:111101111.1111111111.111.1.11111"11111111111111111111111111114111 "? 16 15 14 13 12 11 1s 9 2x3 4x4 3x4= 3x4= 3x8 M18SH5= 3x5= 5x5- I 1-11-1 8-3-2 14-7-3 I 20-11-5 ) 27-3-6 2716/14 1-11-1 6-4-1 6-4-1 6-4-1 6-4-1 0-3-8 I Plate Offsets(X,Y)-- [1:0-3-4,0-3-01,[2:0-2-4,0-1-8],[10:0-2-8,0-2-121,[11:0-1-12,0.1.81,[14:0-1-8,0-1-8] 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 0.85 Vert(LL) -0.35 13 >904 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.66 11-13 >483 240 M18SHS 220/195 TCDL 8.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.08 10 Na Na BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:120 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins, • BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 4-2-8 oc bracing. OTHERS 2x6 DF No.2 IREACTIONS. (size) 10=0-4-0,18=0-5-8 Max Horz 18=-230(LC 39) Max Uplift 10=826(LC 41),18=-597(LC 48) Max Gray 10=1462(LC 32),18=1335(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.18=-1326/541,1-2=1105/926,2-3=-3555/1970,3-4=-4758/2477,4-6=-4020/2113, 6-7=614/549 BOT CHORD 15-16=-291/310,14-154-1534/2481,13-14=-2379/4412,11-13=-2529/4679, 10-11=-1523/2741 1 WEBS 2-15=-1893/1015,2-14—750/1486,3-14=-1374/955,3-13=-596/844,4-13=-681/811, 4-11=-1410/1182,6-11=1132/1852,6-10=-2959/1834,1-15_557/1354 NOTES- 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 27-6-14 zone;cantilever lett and right exposed;end vertical �t cD PRQp ss left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 Gj NG,I NSF /p 3)Unbalanced snow loads have been considered for this design. v 17 y 4)All plates are MT20 plates unless otherwise indicated. 9 I5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 92Q4P 6)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=826,18=597. I 8)This truss has been designed for a total drag load of 5000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist 9 AOREGON �� drag loads along bottom chord from 0-0-0 to 27-6-14 for 181.3 plf. - �r 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. G/O'7,9 Y i 4 20N I 4E'RRILL le RENEWAL DATE:12-31-2021 June 23,2021 / A WARNING-Venty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.6t1w2020 BEFORE USE. Mt Design valid for uee re use, MTeB®g designer This design a based only upon sign parameters :town,apr p for incorporate n pia t isidesg nompohe o ern fi tiuss seesggn BEraci i,Min edi to devieneb it g ofli div applitrussiw bf and%or cord m ers end sly. dAdditionalm this design into the overall brall MiTek' is building requird Bracing indicated is preventprevent buckingwithhf possible trsoswebrry andm chordmembmae. Fr elguidance regarding permanent bracing MIlek' is always ,storage,ra for stability and to collapse possible personal injury properly damage. For general guidance regarding the fabrication, delivery,erection and bracing of trusses and truss systems,see ANSV/P/1 Q Safety MM merlon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601uality Criteria,DSB-89 and SCSI Building Component 250 Klug CircleCorona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838303 20-DD2646 A-DT4 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 Welt Industries,Inc. Wed Jun 2311:47:21 2021 Page 1 I D:Uz?6p9Pw3CC W 5Kp1XKXkgHzFGli-U?k_A95UByC42KPTEIMAW asbOgOc7NL2_2otoz3Pda 7-1-5 13-5-10 19-9-14 26-2-3 32-6-B 34-11-14 7-1-5 6-4-5 6-4-5 6-4-5 I 6-4-5 2-5-6 Scale:3/16'=1' I 0.50 112 4x6= ' 7 1 5x14= 3x4= 3x4= 4x6= 19 2 3 3x4= 3x4= 5x8= 3x4 II 4 5 20 621 22 7 6 jy 18 15 23 14 13 24 12 11 10 9 25 1 3x4 I I 4x4= 3x4= 3x4= 4x8 M18SHS= 3x4= 5x9= 4x4= I I 3-11-2 I 10-3-7 I 16-7-12 23-0-1 29-4-6 34-11-14 I 3-11-2 6-4-5 6-4-5 6-4-5 6-4-5 5-7-8 I Plate Offsets(X,Y)-- (1:0-7-0,0-3-4],17:0-2-4,03-01,[9:0-1-12,0-2-01,[to:0-2-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IOC) Udefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.41 11-13 >999 240 MT20 185/148 I (Root Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(TL) -0.92 11-13 >448 240 M18SHS 220/195 TCDL 8.0 Rep Stress!nor NO WB 0.89 Horz(TL) 0.08 9 rile n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-AS Weight:399 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. SOT CHORD 2x6 DF No.2 BOT CHORD #iI' WEBS 2x4HFStd • OTHERS 2x6 DF No.2 IREACTIONS. (size) 9=Mechanical,18=0-5-8 Max Horz 18=-224(LC 42) Q 892001E Max Uplift 9=19 0((L 41),1 8=1866(L404(LC 48)2 Max Gray 9=1930(LC 21),t 8=1666(LC 21) / • FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-1802/403,1-2=-2357/843,2-3=6335/1617,3.5—9173/1748,5-6=-10038/1420, Q �- 6-7=-6991/991,7-8=-298/163 -IA_�ORE:GONpr +4, BOT CHORD 14-15=-1662/4604,13-14—2834/8045,11-13=-2693/10200,10-11=-1650/9516, L- 9-10=-742/3679 Q Y 14 2O� !]�Q I WEBS 7-9=-3864/871,1-15=-534/2731,2-15=-2740/695,2-14=320/2081,3-14=-2016/505, ,y p v 3-13=-14/1351,5-13=-1240/184,5-11=-373/625,6-11=-532/721,6-10=-2769/561, ` R,��' 7-10=-419/3499 NOTES- RENEWAL DATE: 12-31-2021 111 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-2-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0.9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 4-1-4,Interior(1)4-1-4 to 34-10-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 1 5)Unbalanced snow loads have been considered for this design. 6)400.0Ib AC unit load placed on the top chord,24-1-1 from left end,supported at two points,3-4-0 apart. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Refer to girder(s)for truss to truss connections. 11)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) June 23,2021 9=380,18=404. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 7{ building design. Bracing indicated Is to prevent buckling of individual truss web andlor chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUfP11 Oue/(fly Criteria,l)Sa-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838303 20-DD2646 A-DT4 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:21 2021 Page 2 ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-U?k_A951J8yC42KPTEybAWasbQgOc7NL2_2otoz3Pda I NOTES- 13)This truss has been designed for a total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 4-0-10 to 19-4-14,33-11-14 to 34-11-14 for 183.4 plf. 14)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2°gypsum sheetrock be applied directly to the Ibottom chord. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I 1 I I I I I I 1 I I I A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 BEFORE USE. ll Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and pmpedy 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 Ml i�{ ek' 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 ANSUTP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 • IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838304 20-DD2646 A-DT5 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 2311:47:23 2021 Page 1 ' ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-ROskbr6cHmCwJLUobe_3Fxg6vEM642meVlXvxhz3PdY 7-1-5 13-5-10 19-9-14 26-2-3 32-6-8 134-11-14 7-1-5 6-4-5 6-4-5 6-4-5 6-4-5 2-5-6 Scale:3/16"=1' I 4x6= 0.50112 ' 7 511 x14= 19 32' 3x5= 4x6=3x4= 3x4 II 3 4 5 3x6= 5x8 MIBSHS= 621 22 7 e 1 ia 1 � 16 15 14 13 12 11 10 923 11 3x4 II3x9= 3x6= 3x4= 6x10 M18SHS=3x4= 4x8 M18SHS= 4x7= II 3.11-2 I - 10-3.7 16-7-12 �_ 23-0-1 I 29-4-6 I 34-11-14 3-11-2 6-4-5 6-4-5 6-4-5 6-4-5 5-7-8 I Plate Offsets(X,Y)-- [1:0-5-0,03-5],[7:0-4-0,0-2-12],[10:0-3-12,0-2-0],[13:0-1-8,0-1-8],[14:0-2-8,0-1-8],[15:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.71 11-13 >578 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(TL) -1.59 11-13 >259 240 M18SHS 185/148 TCDL 8.0 Rep Stress InvNO WB 0.77 Horz(TL) 0.10 9 n/a rVa BCLL 0.0 Code IBC2012/TPI2007 Matrix-AS Weight:202 lb FT=0% BCDL 10.0 LUMBER- BRACING- 111 TOP CHORD 2x6 DF No.2*Except TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-7:2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 DF 2500F 2.2E WEBS 2x4 HF Std'Except' 1-15,2-15,2-14,7-10:2x4 OF No.2 OTHERS 2x6 DF No.2 REACTIONS. (size) 9=Mechanical,18=0-5-8 Max Horz 18=-352(LC 38) Max Uplift 9—202(LC 41),18=-321(LC 48) Max Gray 9=1930(LC 21),18=1866(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-184-1801/329,1-2=2352/499,2-3=6340/990,3-5=9157/1025,5-6=10016/673, 6-7—6970/377 IBOT CHORD 15.16=-231/253,14.15=-938/4609,13-14=-1256/8040,11.13=941/10177, 10-11=-487/9509,9-10=-503/3654 WEBS 7-9=3835/487,1-15=-404/2742,2-15=-2753/539,2-14=-139/2081,3-14=-2004/307, 3-13=0/1282,5-13=1171/0,5-11=-215/334,6-11=-203/522,6-10=2784/173, 7-10=0/3504 — INOTES- ' (' PRpFFss 1)Wind:ASCE 7-10;Vult=l3omph Vasd=103mph;TCDL=4.2psf;BCDL�.Opsf;h=6oft Cat.II;Exp B;Enclosed;MWFRS(envelope) �5 �tJG I N E9 A) gable end zone and C-C Exterior(2)0-7-4 to 4-1-4,Interior(1)4-1-4 to 34-10-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �/ T� I2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 Q 89200PE 3) Unbalanced snow loads have been considered for this design. 4)400.0Ib AC unit load placed on the top chord,24-1-1 from left end,supported at two points,3-4-0 apart. 5) Provide adequate drainage to prevent water ponding. • 6)All plates are MT20 plates unless otherwise indicated. •. I7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O OREGON •c/¢ 8) Refer to girder(s)for truss to truss connections. 9) Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify G/O 4, ,„A Y14, i a 2oAn'� capacity of bearing surface. Q� 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) MFRR t�+' 9=202,18=321. 11)This truss has been designed for a total drag load of 300 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist • drag loads along bottom chord from 33-11-14 to 34-11-14 for 300.0 off. RENEWAL DATE:12-31-2021 12)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2"gypsum June 23,2021 sheetrock be applied directly to the bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTelr connectors.This design is based only upon parameters shown,and Is loran IndMdual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall r} building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Ml lei' 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 ANSt?PIt�ualiry Crinvia,DSB-ae and BCSI Bu df,,g Component 250 King Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldort,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838305 20-DD2646 A-DT6 ROOF SPECIAL 1 L Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 a Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:26 2021 Page 1 ' 7-1-5 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-rzYtDt9UahaVApCNGnYmtZIgWRMgHOr4BGmZY0z3PdV 13-5.10 19-9-14 I 25-10-0 2 -10 32-6-8 34-11-14 7-1-5 6-4-56-4-56-D-2 -o-d 5-8-8 2-5-6 Scale=1:65.6 I 4x6= 0.50112 5x14= 3x7= i(9) 1 21 3x5= 3x8= 4x8 M18SHS= eze= 3x4 I 2 3 4 5 4x7 II 5x10 M18SHS= 6 7 22 8 9 = fl h'- 18 10 17 16 15 14 13 12 11 6x8 M18SHS= ' 3x4 II 3x5= 3x6= 4x6= 5x8 M18SHS=3x7= 4x5= 5x8 M18SHS= I 3-11-2 10-3-7 1 16-7-12 23-0-1 26-10-0 29-4-6 34-11-14 3-11-2 6-4-5 6-4-5 6-4-5 3-9-15 2-6-6 5-7-8 Plate Offsets(X,Y)-- [1:0-7-0,0-3-4],[6:0-4-4,0-1-12],[7:0-3-6,0-4-12],[8:0-5-0,0-3.4],[10:Edge,0.4.41 LOADING (pet) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.40 13-15 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.91 Vert(TL) -0.75 13-15 >549 240 M18SHS 185/148 TCDL 8.0 Rep Stress InaNO WB 0.88 Horz(TL) 0.14 10 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-AS Weight:404 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. I 4-8:2x6 DF 1800F 1.6E BOT CHORD Rigid ceili • - -. �q 11:- BOT CHORD 10.14 2x6DFx6 DF No.2 E800�1.6E d*Except* �0AEI r�riFess WEBS 28x O,BF11?2x4 DI No.2 S., �NGINe /D4' ' OTHERS 2x6 DF No.2 Q 89200PE REACTIONS. (size) 10=Mechanical,20=0-5-8 _ Max Horz 20=-177(LC 39) ' Max Uplift 10=-3592(LC 73),20=-776(LC 73) �- Max Gray 10=4824(LC 72),20=2008(LC 72) Q Q FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. pL �OREGON t A. TOP CHORD 1-20=-1947/780,1-2=-2778/1321,2.3=-8544/4402,3-5—15162/9370,5-6=-22905/16789, /6 ''4'14 20� Q'�- 6-7=-25941/20583,7-8=-19635/15320,8-9=-391/309 rS BOT CHORD 17-18=577/590,16-17=-2615/5547,15-16=-6623/11699,13-1 5=-1 2759/1 8884, F(�R �� v 12-13=20945/26588,11-12=-20570/25924,10-11=7304/9549 WEBS 8-10=10184/7828,1-17—1455/3336,2-17=-3363/1733,2-16=-2161/3625, 3-16_3694/2600,3-15=-3197/4029,5-15-4211/3831,5-13=-4528/4512, RENEWAL DATE: 12-31-2021 ' 6-13=-4131/4653,7-11=-7171/5985,8-11=8479/10671,7-12=-3997/4463, 6-12=-5435/4939 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-2-0 oc,2x6-2 rows staggered at 0-3-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. I 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 4-1-4,Interior(1)4-1-4 to 34-10-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 5)Unbalanced snow loads have been considered for this design. ' 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Refer to girder(s)for truss to truss connections. June 23,2021 10) Bearing at joint(s)20 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTelee connectors.This design is based only upon parameters shown,and is for an individual building col i,pvnent,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 Mel( 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 end truss systems,see ANSg(P/t Quality Criteria,OSB�e and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type City Ply Timbertech-Dartmouth North K9838305 20-DD2646 A-DT6 ROOF SPECIAL 1 of L Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:27 2021 Page 2 I D:Uz?6p9Pw3CC W 5KptXKXkgHzFGli-J95 FRD96L_iLoznZgU3?OngrFri30r5 EQwV74Sz3PdU I NOTES- 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib)10=3592,20=776. 12) Load case(s)70,71,72,73 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 13)This truss has been designed for a total drag load of 5000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 111 0-0-0 to 34-11-14 for 142.9 plf. 14)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 18) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 26-10-0,and 5200 lb down and 5200 I lb up at 25-10-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 70) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=16(F),8-9=-16(F),10-18—20(F) Concentrated Loads(Ib) Vert:6=-5200(F)7=5200(F) 71) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(p8) I Vert:1-8=16(F),8-9=16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:6=5200(F)7=-5200(F) 72) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-8=16(F),8-9=-16(F),10-18—20(F) Concentrated Loads(Ib)Concent Vert:6=-2800(F)7=-2800(F) 73) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:6=2800(F)7=2800(F) I I I I I I I I 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with M7ele connectors.This design is based only upon parameters shown,and Is for an individual buildingildingcomponent,not a truss system.Before use,the bulling designer must verify the applicability of design parameters and properly incorporate this design into the overall 1111. building design. Bracing indicated is to prevent buckling of individual lass 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 ANSITPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92850 Job Truss Truss Type Oty Ply Timbertech-Dartmouth North I 20-DD2646 A-DT7 ROOF SPECIAL 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER.INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar22 2021 MiTek Industries,Inc.Wed Jun 23 13:06:16 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-30r7hfTp1 V3ZHwKcOKpwvsOMrV41VzM4VLfrHXz3Mj5' 6-1-5 2.5-10 18-9-14 25-2-3 28-6-8 6-1-5 6-4-5 6-4-5 6-4-5 3.4-5 Scale=1:49.5 I 4x8= 0.50 112 5x14= 17 1 3x5= 19 3x4=3 3x4 3x6= = 4 5 e 36 20 2x4 II 78 to 16 15 14 13 12 11 10 9 3x4 11 4x5= 3x4= 3x4= 3x8 M188HS= 535= 3x6= I 2-11-2 9-3-7 15-7-12 22-0-1 28-6-8 2.11.2 6-4-5 6-4-5 8-4-5 6-6-7 IPlate Offsets(X,Y)-- [1:0-3-8,0-2-14],[10:0-2-8,0-2-12],[11:0-2-4,0-1-8],[14:0-1-12,0-1-8],(18:0-3-3,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TO 0.94 Vert(LL) -0.39 13 >852 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.82 Vert(TL) -0.72 13-14 >460 240 M1BSHS 220/195 TCDL 8.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.09 10 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:125 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 4-8-7 oc bracing. WEBS 2x4 HF Std*Except* 1-16:2x6 DF No.2 OTHERS 2x6 DF No.2 IREACTIONS. (lb/size) 10=1209/0-4-0 (min.0-1-8),18=1186/0-5-B (min.0-1-8) Max Horz 18=-2267(LC 3B) Max Uplift 10=-585(LC 41),18=-435(LC 48) Max Gray 10=1371(LC 21),18=1382(LC 21) IFORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-1358/492,1-19—1549/1152,2-19=-1177/637,2-3=-3642/1543,3-4=4785/1611, 4-5=-3831/1214,5-6=-3850/1429,6-20=-373/311,7-20=-336/273 SOT CHORD 15-16=-1543/1548,14-15=1925/3055,13-14=-2055/4554,12-13=-1626/4796, I 11-12=-1626/4796,10-11=1142/2481,9-10=-813/813 WEBS 2-15—1865/758,2-14=-453/1241,6-10=-2671/1272,3-14—1108/642,3-13=-243/472, 4-13=-266/419,4-11=-1169/773,6-11=-680/1583,1-15=595/1580 NOTES- 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) andgabl right exposed;C-C C tor members and forces&MWFRS(for3act reactions shown;LumberlDOL It 60 plate grip DOL=1.60d vertical left ,.��a P R Q fos 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 (A * NGI NF�c3)Unbalanced snow loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. 9i I5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 92 OP 6)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 585 lb uplift at joint 10 and 435 lb uplift I at joint 8)This trussss has been designed for a total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist OREGON 4C// drag loads along bottom chord from 27-6-8 to 28-6-8 for 3000.0 plt. 4. DrA. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /O '9 y 7 4 2°'1/4 Q} • ii LOAD CASE(S) Standard 111RR1IJ- v II RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE Design valid for use only with Wake 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 properly incorporate this design into the overall 1� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI** 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 ANSVTPI7 Qualify Criteria,OSB-89 and BCSI Building Component INK 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20fi01 Corona,CA 92880 IJob Truss Truss Type Oty Ply Timbenech-Dartmouth North 20-DD2646 A-DT8 ROOF SPECIAL 1 t Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 22 2021 MITek Industries,Inc.Wed Jun 23 13:24:48 2021 Page 1 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-Wy2V4twL9AAnhpKK9smizMSVIIjT2s11CL1 h14z3MRj 6-1-5 9-0-8 6-1-5 2-11-3 7 0.50 12 Scale=1:20.9 I 6x10= 1 4x6= �__ 9 2x3 II 2 3 111 4xs= Nc" B N 6 5 / I/ 2x4 II 3x7= 4 5x5= 2-11-2 9-0-8 2-11-2 6-1-6 Plate Offsets(X,Y)-- [1:0-3-4,0-3-0],[4:0-2-4,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.02 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.37 Vert(TL) -0.06 4-5 >999 240 ' TCDL 8.0 Rep Stress Incr NO WB 0.91 Horz(TL) -0.01 4 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:46 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc pudins, BOT CHORD 2x4 DF No.2Il except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. OTHERS 2x6 DF No.2 ' REACTIONS. (lb/size) 4=357/0-5-8 (min.0-1-12),8=357/0-5-8 (min.0-1-8) Max Horz 8=-152(LC 39) Max Uplift 4=-1525(LC 41),8=-1293(LC 48) Max Gray 4=1575(LC 58),8=1384(LC 59) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-1483/1287,1-9=-1287/1290,2-9—2003/2000,2-3=-1571/1530 BOT CHORD 5-6=-1458/1356,4-5=-1848/1881 WEBS 2-5=-2204/2247,2-4=-2342/2480,1-5=1707/1897 NOTES- 1)Wind:ASCE 7.10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Comer(3)0-7-4 to 3-7-4,Exterior(2)3-7-4 to 8-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 0 R r 3)Unbalanced snow loads have been considered for this design. ! �� O�C s 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. L 5)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify \5� �NG I N F9• S�Q • capacity of bearing surface. I. ,� i6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1525 lb uplift at joint 4 and 1293 lb uplift at joint 8. 92 OP 7)This truss has been designed for a total drag load of 5000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 9-0-8 for 553.0 pit. • 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1017 OREGON l[� G/02,gy74,2o\o P}� ' ill - RENEWAL DATE: 12-31-2021 June 23,2021 r A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall :� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MI IQk- 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 ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available Iron,Truss Plata Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply Timbenech-Dadrnouth North 20-DD2648 A-DT9 ROOF SPECIAL. 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mltek 8.930 s Mar 22 2021 MiTek Industries,Inc.Wed Jun 23 13:04:17 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGIi-2797jy1 A3x4SVekIYgA0amz2_WRw7AYZ7KK2bwz3Mky' 8-2-8 15-4-3 i 22-5-15 29-7-6 8-2-8 7-1-12 7-1-12 7.1.7 Scale e 1:53.4 I 6x10= 0.50112 8x16= I 1 1 18 4x8 M1BSHS-= 2 i9 4x5= 6z8= 3 3x10= 4 5 20 21 4x9 . 87 1 — rum 15 14 13 12 11 10 98 3x6 II 5x8 M18S1-1S= 4z9= Bob0 M1BSHS= 6x8 M18SHS= 5x8 M18SH5 I I 3x6= I 4-7-10 11-9-5 18-11-1 26-0-12 29.7.6 4-7-10 7-1-12 7-1-12 7-1-12 i 3-6-10 Plate Offsets(X,Y)-- [1:0-3-6,0-5-2],[4:0-4-0,Edge],[6:0.4-0,0-1-8],[10:0-3-8,0-3-0],[12:0-2-8,0-1-81,[17:0-3-9,0-2-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.27 12-13 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.91 Vert(TL) -1.16 12-13 >296 240 M18SHS 220/195 TCDL 8.0 Rep Stress her NO WB 0.76 Horz(TL) 0.11 9 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:189 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x8 DF SS'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins, 4-7:2x6 DF 2500F 2.2E except end verticals. BOT CHORD 2x6 DF 2500F 2.2E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF No.2*Except* WEBS 1 Row at midpt 2-14,3-13,5-10 1-15:2xB DF No.2,3-13,3-12:2x4 HF Std,6-10:2x4 DF No.1&Btr ' OTHERS 2x6 DF No.2 REACTIONS. (lb/size) 9=2260/0-0-0 (min.0-2-4),17=2165/0-5-8 (min.0.1.8) Max Horz 17=-2261(LC 38) Max Uplift 9=-575(LC 41),17=429(LC 48) Max Gray 9=2422(LC 21),17=2373(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-2245/461,1-18=-3728/1459,2-18=-3751/1007,2-19=9804/1783,3-19=-9858/1537, 3-4_I1089/1711,4-5=-1 1 1 1 2/1 85 5,5-20=5104/929,20-21=-5105/757, - I6.21=-5115/1106,6-9—2255/545 BOT CHORD 14-15=-1577/1554,13-14=-2207/7278,12.13=-2224/12469,11-12=-1396/9229, 10-11=-1396/9229,9-10=-914/948,8-9=-813/813 WEBS 1-14=-705/3972,2-14=-4089/843,2-13=-421/2923,3-13=-2964/672,3-12=-1544/541, 5-12=-379/2020,5-10=-4495/1177,6-10=-989/4949I NOTES- �1G [� 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) �GCEQ P .,..„ ' gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 29-7-6 zone;cantilever left and right exposed;end vertical left �,s� `�NG(N--.R /40 and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat root snow);Category II;Exp B;Partially Exp.;CI=1.00 I 3)Unbalanced snow loads have been considered for this design. 89200PE 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ^ /-! 6)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 4� - 1 capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 575 lb uplift at joint 9 and 429 lb uplift at 7L. OREGON �Q joint in 7. 8)Loadlcase(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27 has/have been modified. Q���'14 Z�\its" Building designer must review loads to verify that they are correct for the intended use of this truss. `_ ' 9)This truss has been designed for a total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist l E F3R ILA- drag loads along bottom chord from 28-7-6 to 29-7-6 for 3000.0 pd. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. RENEWAL QATE:12-31-2Q21 LOAD CASE(S) Standard June 23,2021 r . A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 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 verity the applicability of design parameters and properly incorporate this design into the overall r�building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml lek' 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 Cruse systems,see ANSVfO/1 puallry Criteria,OSB-88 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2870 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Qty Ply riimbertech-Dartmouth North 20-D02646 A-0T9 ROOF SPECIAL 1 1. 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430s Mar 222021 MiTek Industries,Inc. Wed Jun 23 13:04:17 2021 Page I D:Uz?6p9Pw3CCW5KpIXKXkgHzFGli-2797jy1 A3x4SVekIYgA0amz2_WRw7AYZ7KK2bwz3Mky LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=-66,4-19=-266,4-6=-66,6-7=-66,8-15=-20 I2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:1-19=53,4-19=-254,4-6=-53,6-7=-53,8-15=-20 3)Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=27,4-19-227,4-6=27,6-7=-27,B-15=-20 4) Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Veil:1-19=65,4-19=-265,4-20=-65,6-20=-53,6-7=-53,8-15=-20 5) Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 IUniform Loads(plf) Vert:1-19=-16,4-19=-216,4-6=-16,6-7=-16,8-15=-40 6) Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16-89,1-18=40,18-19=32,4-19=-168,4-6=32,6-7=26,8-15=-12 Horz:1-15=21,1-16=89,1-18=48,6-18=41,6-7=34,6-9=38 7) Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=53,1-19=32,4-19=-168,4-21=32,6-21=40,6-7=-8,8-15=-12 Horz:1-15=-38,1-16=-53,1-21=41,6-21=48,6-9=-21 I8) Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-35,1-19=-30,4-19=-230,4-6=-30,6-7=-24,8-15=-20 Horz:1-15=-25,1-16=35,1-6=-14,6-7=-8,6-9=-35 I 9) Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=53,1-19=3D,4-19=-230,4-6=-30,6-7=-16,8-15=20 Horz:1-15=35,1-16=-53,1-6=-14,6-9=25 10) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf)' Vert:1-16-57,1-19=18,4-19=-182,4-6=18,6-7=12,8-15=-12 Horz:1-15=19,1-16=57,1-6=27,6-7=20,6-9=25 11)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ' Vert:1-16=57,1-19=39,4-19=161,4-6=39,6-7=32,8-15=-12 Horz:1-15=-25,1-16=-57,1-6=47,6-7=40,6-9=-19 12) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-57,1-19=-3,4-19=-203,4-6=-3,6-7=4,8-15=-20 Horz:1-15=33,1-16=57,1-6=13,6-7=20,6-9=11 13) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=57,1-19=18,4-19=-182,4-6=18,6-7=24,8-15=-20 Horz:1-15=-11,1-16=-57,1-6=34,6-7=40,6-9=-33 in 14) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.16=38,1.19=18,4-19=-182,4-6=18,6-7=12,8-15-12 Horz:1-15=16,1-16=-38,1-6=27,6-7=20,6.9=23 15) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=38,1-19=39,4-19=161,4-6=39,6-7=32,8-15=-12 Horz:1-15-23,1-16=-38,1-6=47,6-7=40,6-9-16 16) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=38,1-19=12,4-19=-188,4-6=12,6-7=6,8-15=-12 111 Horz:1-15=8,1-16=-38,1-6=21,6-7=14,6-9=18 17) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=38,1-19=24,4-19=-176,4-6=24,6-7=16,8-15=-12 Horz:1-15-18,1-16=-38,1-6=33,6-7=26,6-9=-8 I18) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=38,1-19=-3,4-19=-203,4-6=-3,6-7=4,8-15=-20 Horz:1-15=30,1-16=-38,1-6=13,6-7=20,6-9=9 19) Dead+0.6 MWFRS Wind(Neg.Intemal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 IUniform Loads(plf) Vert:1-16=38,1-19=18,4-19=-182,4-6=18,6-7=24,8-15=-20 Horz:1-15=-9,1-16=38,1-6=34,6-7=40,6-9=-30 20) Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1.19=-31,4-19=-231,4-6=-31,6-7=-31,8-15-20 21) Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 . � r A WARNING--9 design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTektE 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 verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding 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 ANSUTP/7 Qualify Criteria,DSB-89 and BCSI Building Component 250 KWg Circle Safety Information available from Truss Plate Institute,2870 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply Timbertech-Dartmouth North 20-DD2648 A-DT9 ROOF SPECIAL 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 22 2021 MTek Industries,Inc.Wed Jun 23 13:04:18 2021 Page 3 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-WJj Wwl1 ogFCI7oix6YhF7zWDkwn9sdoiM_4c7Nz3Mkx LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-19=-81,4-19=-281,4-20=-81,6-20=-66,6-7-66,8-15=-20 22) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 I Uniform Loads(plf) Vert:1-19=-16,4-19=-216,4-6=-16,6-7=-16,8-15=-20 23) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.IM)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-16=43,1-19=-44,4-19=-244,4-6=-44,6-7=-39,8-15=-20 I Horz:1-15=25,1-16=43,1-6=10,6-7=15,6-9=8 24) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-16=43,1-19=-28,4-19-228,4-6=-28,6-7=-23,8-15=-20 Horz:1-15=-8,1-16=43,1-6=25,6-7=30,6-9=-25 25) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=29,1-19=-44,4-19=-244,4-6=44,6-7=39,8-15=-20 Horz:1-15=22,1-16-29,1-6=10,6-7=15,6-9=7 26) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-16=29,1-19=-28,4-19=-228,4-6=28,6-7=-23,8-15=-20 Horz:1-15=7,1-16=-29,1-6=25,6-7=30,6-9=-22 27) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) ' Vert:1-19=-56,4-19=-256,4-6=56,6-7=-56,8-15=-20 I • III II I I I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. lilt Design valid for use only with MTek®connectors.This design is based only upon parameters shown,end is for an individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MI lek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSOTPII Quality Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type ON Ply Timbertech-Dartmouth North K9838309 20-DD2646 A-DT10 I ROOF SPECIAL 1 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MTek Industries,Inc. Wed Jun 23 11:46:40 2021 Page 1 ' 7-10-12 ID:Uz?6p9Pw3CCW5KptXKXkciHzFGli-B6mU28bdPYnOfkhXa6L0sOnEuftWZeJc6d7xgz3PeD I 15-0-7 22-2-3 29-7-6 7-10-12 7-1-12 7-1-12 7-5-3 Scale=1:53.3 1 4x6= 0.50 112 1 8x14= 4x8 M18SHS= 4x8 M18SHS= 1 1 18 2 19 4x5= 6x8= e q 4x10 M18SHS= 6 20 21 67 1 I '9 ;op 15 14 13 22 12 11 10 98 ' 3x5 II 5x8 M18SHS= 4x9= 6x10 M18SHS= 6x8 M18SHS= 5x8 M183HS II 4x8= I 4-3-14 11-5-9 18-7-5 25-9-0 29-7-6 4-3-14 7-1-12 7-1-12 7-1-12 3-10-6 I Plate Offsets(X,Y)-- [1:0-7-0,0-5-0],[4:0-4-0,Edge],[5:0-2-12,0-1-8],[6:Edge,0-1-121,[9:0-4-0,0-1-0],[10:03-4,0-3-0],[12:0-2-0,0-1-121,[15:0-2-8,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.28 12-13 >999 240 MT20 185/148 1 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.92 VeA(TL) -1.20 12-13 >287 240 M18SHS 185/148 TCDL 8.0 Rep Stress!nor NO WB 0.99 Horz(TL) 0.11 9 n/a rJa BOLL 0.0 Code IBC20121TPI2007 Matrix-R Weight:185 lb FT=O% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x8 DF SS'Except' TOP CHORD Structural wood sheathing directly applied or 2-1-2 oc purlins, 4-7:2x6 DF 2500F 2.2E except end verticals. BOT CHORD 2x6 DF 2500F 2.2E BOT CHORD Rigid ceiling directly applied or 5-11-4 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 2-14,3-13,5-10 I 6-9,1-14,2-14,2-13:2x4 DF No.2,6-10:2x4 DF No.1&Btr OTHERS 2x6 DF No.2 REACTIONS. (size) 9=0-4-0,17=0-5-8 Max Horz 17=-281(LC 38) Max Uplift 9=-630(LC 41),17=-490(LC 48) 1 Max Gray 9=2435(LC 21),17=2376(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-2292/489,1-2=-3594/1041,2-3=-9775/1922,3-5=-11257/2185,5-6=-5553/1324, 6-9-2267/605 BOT CHORD 14-15-1011/1000,13-14=3126/7122,1 2-1 3=-3405/1 2470,10-12=-2439/9555, 9-10—I78/541 WEBS 1-14=-730/3955,2-14=-4096/959,2-13=-501/3012,3-13=-3061/753,3-12=-1388/615, 5-12=-453/1823,5-10=-4380/1262,6-10=-1194/5290 NOTES- ft."Ep PROP 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) C gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 29-7-6 zone;cantilever left and right exposed;end vertical left �GJ� ,�G1 NEE9 rs4�2 and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 �C! -q I3)Unbalanced snow loads have been considered for this design. �' 89200PE 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i Iii.„0/7-00". 6)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify -AL • .i • capacity of bearing surface. Clii 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 9=630,17=490. y OREGON �Q 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27 has/have been modified. / Building designer must review loads to verify that they are correct for the intended use of this truss. Q q//14 2•6%w 9)This truss has been designed for a total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist MFR RIL�- drag loads along bottom chord from 0-0-0 to 12-8-13,28-7-6 to 29-7-6 for 218.4 plf. n 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. RENEWAL DATE:12-31-2021 LOAD CASE(S) Standard June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with Milele connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MlTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see AN5YIP11 Qualify Crifarla,OSB-89 and SCSI Building Lompanenl 250 Klug Circle Safety Inhumation available from Truss Plate Institute,2670 Crain Highway,Suite 209 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type City Ply Timbertech-Dartmouth North K9838309 20-DD2646 A-DT10 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:46:41 2021 Page 2 1 ID:Uz?6p9Pw3CCW5KptX10(kgHzFGli-lJKsnUcGAsvtHuGj7gEDV4wxzl?BF?tSrmMhT7z3PeC LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=-66,4-19-266,4-6=-66,6-7=-66,8-15=-20 2)Dead+0.75 Snow(balanced):Lumber Increase=1-15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=54,4-19=-254,4-6=-53,6-7=53,8-15=-20 3)Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=27,4-19-227,4-6-27,6-7-27,8-15=-20 4)Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=-65,4-19=-265,4-20=-65,6-20=-53,6-7=-53,8-15=-20 I5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-19=-16,4-19=-216,4-6=-16,6-7=-16,8.15=-40 6)Dead+0.6 C-C Wind(Pos.Internal)Case 1;Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=89,1-18=40,18-19=32,4-19=-168,4-6=32,6-7=26,8-15=12 Horz:1-15=21,1-16=89,1-18=48,6-18=41,6-7=34,6-9=38 7)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=53,1-19=32,4-19=-168,4-21=32,6-21=40,6-7=-8,8-15=-12 Horz:1-15=-38,1-16=53,1-21=41,6-21=48,6-9=-21 8)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-16=-35,1-19=-30,4-19=-230,4-6=-30,6-7=-24,8-15=-20 Horz:1-15=-25,1-16=35,1-6=-14,6-7=-8,6-9=-35 I 9)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=53,1-19=-30,4-19=-230,4-6=-30,6.7=-16,8-15=-20 Horz:1-15=35,1-16-53,1-6=-14,6-9=25 10) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Vert:1-16=57,1-19=18,4-19-182,4-6=18,6-7=12,8-15=-12 Harz:1-15=19,1-16=57,1-6=27,6-7=20,6-9=25 11) Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-16=57,1-19=39,4-19=161,4-6=39,6-7=32,8-15=-12 Horz:1-15=-25,1-16=-57,1-6=47,6-7=40,6-9-19 12) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-57,1-19=-3,4-19=-203,4-6=-3,6-7=4,8-15=-20' Horz:1-15=33,1-16=57,1-6=13,6-7=20,6-9=11 13) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=57,1-19=18,4-19=-182,4-6=18,6-7=24,8-15=-20 Horz:1-15=-11,1-16=-57,1-6=34,6-7=40,6-9=-33 14) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.16=38,1.19=18,4-19=-182,4.6=18,6-7=12,8-15=-12 Horz:1-15=16,1-16=-38,1-6=27,6-7=20,6-9=23 1 15) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) • Veil:1-16=38,1-19=39,4-19-161,4-6=39,6-7=32,8-15-12 Harz:1-15=-23,1-16=-38,1-6=47,6-7=40,6.9=-16 • • 16) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 • • Uniform Loads(plf) Vert:1-16=38,1-19=12,4-19=-188,4-6=12,6-7=6,8-15=-12 Horz:1-15=8,1-16=38,1-6=21,6-7=14,6-9=18 17) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=38,1-19=24,4-19=-176,4-6=24,6-7=18,8-15=-12 Ham:1-15=18,1-16=38,1-6=33,6-7=26,6-9=-8 18) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-16=38,1-19=3,4-19=-203,4-6=-3,6-74.,8-15=-20 Horz:1-15=30,1-16=-38,1-6=13,6-7=20,6-9=9 I 19) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1-60 Uniform Loads(pit) Vert:1-16=38,1-19=18,4-19=-182,4-6=18,6-7=24,8-15=-20 Horz:1-15=-9,1-16=-38,1-6=34,6-7=40,6-9=-30 20) Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 I Uniform Loads(plf) Vert:1-19=-31,4-19=-231,4-6=-31,6-7=-31,8-15=-20 21) Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 : . b A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. la 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 ANSUTPIl Quality Criteria,OSH-99 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 928E10 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838309 20-DD2646 A-DT10 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:41 2021 Page 3 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-fJKsnUcGAsvtHuGj7gEDY4wxzl?6F?tSrmMhT7z3PeC LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-19=-81,4-19=-281,4-20=-81,6-20=-66,6-7=-66,8-15=-20 I 22) Dead:Lumber Increase=0.90,Plate Increase-0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-19=-16,4-19=-216,4-6=-16,6-7=-16,8-15=-20 23) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) IVert:1-16=43,1-19=-44,4-19=-244,4-6=-44,6-7=-39,8-15=20 Horz:1-15=25,1-16=43,1-6=10,6-7=15,6-9=8 24) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=43,1-19=-28,4-19=-228,4-6=-28,6-7=-23,8-15=-20 Horz:1-15=-8,1-16=-43,1-6=25,6-7=30,6-9=-25 25) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=29,1-19=-44,4-19=-244,4-6=-44,6-7=-39,8-15=-20 Horz:1-15=22,1-16=-29,1-6=10,6-7=15,6-9=7 ' 26) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=29,1-19=-28,4-19=-228,4-6=-28,6-7=-23,8-15=-20 Horz:1-15=-7,1-16=-29,1-6=25,6-7=30,6-9=-22 27) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=56,4-19=-256,4-6=-56,6-7=-56,8-15=-20 I I I I • I • • I I A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek06 connectors.This design is based only upon parameters shown,and is for an individual building component,not a lass 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 Mlle I(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/TPl7 Ouel/ty Criteria,DSB-09 and SCSI Building Component 250 bug Circle Safety Information available trots Truss Plate Insttub,2670 Crain Highway,Suite 203 Waldod,MD 20601 Corona.CA 92880 IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838310 20-DD2646 A-DT11 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:42 2021 Page 1 ID:Uz?6p9Pw3CCW5KpIXKXkgHzFGII-7VtE_gdux91 kv2rwhXlS5HT9rILh_V2c4Q6EOZz3PeB 7-10-12 15-0-7 I 22-2-3 I 29-7-6 7.10.12 7-1-12 7-1-12 75-3 Scale=1:51.6 I 4x6= 0.50 112 ' 6x12= 16 1 18 3x5= 2 3x4= 4x6= 3 3x6= 4 5 4x6= 19 20 67 l—m 15 14 13 12 11 10 98 2x4 II 4x6= 3x4= 3x4=3x8 M18SHS= 4x9— 4x5 II I ' 4-3-14 -4 __11-5-9 18-7-5 25-9-0 29.7.E I 4.3.14 7-1-12 7-1-12_-- 7-1-12 3-10-6 Plate Offsets(X,`)-- [1:0-3-8,0-3-9],[6:0-2-12,0-1-12],[9:0-3-0,0-2-0],[10:0-4-8,0-2-4],[13:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.40 12-13 >855 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.90 Vert(TL) -0.77 12-13 >448 240 M18SHS 220/195 TCDL• 8.0 Rep Stress!nor NO WB 0.81 Horz(TL) 0.10 9 Na n/a BCLL 0.0 Code IBC2012ITPI2007 Matrix-R Weight:149 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x6 OF No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std`Except' BOT CHORD Rigid ceiling directly applied or 3-11-9 oc bracing. 6-9,1-14,6-10:2x4 OF No.2 OTHERS 2x6 DF No.2 I REACTIONS. (size) 9=0-4-0,17=0-5-8 Max Horz 17=-227(LC 39) Max Uplift 9=-822(LC 41),17=-594(LC 48) Max Gray 9=1521(LC 32),17=1444(LC 21) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-1404/593,1-2=-2276/1420,2-3=4817/2485,3-5=5475/2737,5-6=-3200/1735, 6-9=-1457/814 BOT CHORD 14-15=-712/699,13-14=-2122/3815,12-13=-2850/5532,10-12—2593/4811, ' 9-10=-728/743 WEBS 1-14=-891/2086,2-14=-2023/1112,2-13=-700/1378,3-13=-1225/960,3-12=-679/862, 5-12=-775/1128,5-10=2423/1641,6-10=-1683/3126 NOTES- ' 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60h;Cat.II;Exp B;Enclosed;MWFRS(envelope) a [i C gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 29-7-6 zone;cantilever left and right exposed;end vertical left ,`(rr``�p I N OF`_ss and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��vG `�IAG I N E -- o 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 '9 3)Unbalanced snow loads have been considered for this design. I4)All plates are MT20 plates unless otherwise indicated. 89200PE 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) SC 9=822,17=594. 111 gip 8)This truss has been designed for a total drag load of 5000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist 74. 4/OREGON �4(/ drag loads along bottom chord from 0-0-0 to 29-7-6 for 168.8 plf. 2° /Q Y 1 4' 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. , �A� MFR R 1LU- RENEWAL DATE: 12-31-2021 June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. / Design valid for use only with MRekla 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 MN 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 ANS!?P/1 Quality Criteria,DSB-d9 and BM Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MO 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply Timbertech-Dartmouth North 20-D02646 A-DT12 ROOF SPECIAL 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar22 2021 MiTek Industries,Inc.Wed Jun 23 I1:56:572021 Page 1 ID:Uz?6p9Pw3CCW5KpIXKXkgHzFGli-Lu2rpY70Uf4gpntHtMhdrpedsze5Y_4v8nhGo5z3Nk4' 5-10-12 13-0-7 20-2-3 27-7-6 5-10-12 7-1-12 7-1-12 7-5-3 Scale:1/4"=1' 4x8= 0.50 112 5x14= 1 1 3x5= 18 2 3x4= 3x6= 3 3x4= 4 5 4x6= 19 67 ra m t 15 14 13 12 11 10 98 3x4= 4x4= 3x4= 3z4= 3x8 M18SHS= 4x7= 3x5 II I 2-3-14 9-5-9 I 16-7-5 23-9-0 27.7.6 2-3-14 l 7-1-12 7-1-12 I 7-1-12 3-10-6 Plate Offsets(X,Y)-- [1:0-3-8,0-2-14],[6:0-2-12,0-2-0],[9:0-2-12,0-1-8],[13:0-1-12,0-1-8],[17:0-3-5,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.34 12-13 >944 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.76 Vert(TL) -0.65 12-13 >492 240 M18SHS 220/195 ' TCDL 8.0 Rep Stress Ina NO WB 0.78 Horz(TL) 0.08 9 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:122 lb FT=O% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr`Except* TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins, ' 4-7:2x4 DF No.2 except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 4-9-7 oc bracing. WEBS 2x4 HF Std*Except` 6-9,6-10:2x4 of No.2,1-15:2x6 DF No.2 OTHERS 2x6 OF No.2' REACTIONS. (lb/size) 9=1170/0-4-0 (min.0-1-8),17=1146/0-5-8 (min.0-1-8) Max Horz 17=-2264(LC 38) Max Uplift 9=-575(LC 41),17=-424(LC 48) Max Gray 9=1324(LC 21),17=1332(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-1329/502,1-18=-1296/1061,2-18=-927/550,2-3=-3564/1559,3-4=-4492/1534, 4-5=-4504/1597,5-19=-2504/915,6-19=-2515/1092,6-9=-1261/569 BOT CHORD 14-15=-1542/1545,13-14=-1887/2930,12-13=-1973/4503,11-12=-1276/4166, 10-11=1276/4166,9-10=-934/928,8-9=-813/813 WEBS 2-14=-1975/820,2-13=-465/1262,3-13=-1108/699,3-12=268/480,5-12=324/617, 5-10=-1848/1083,6-1(=-1022/2407,1-14=-555/1399 NOTES- I 1)Wind:ASCE 7-10;Vult=13omph Vasd=losmph;TCDL=4.2psf;BCDL�.Opsf;h=60f1;Cat.II;Exp B;Enclosed;MWFRS(envelope) El) PROF gable end zone and C-C Exterior(2)0-8-4 to 3-8-4,Interior(1)3-8-4 to 27-7-6 zone;cantilever left and right exposed;end vertical left ' ''r, Fss 2)TCLL;ASCand right E 7s 0;Pf=25.0 psf(flat rooed;C-C for members f snow);Category forces& S for II;Exp B;tions shown;Partially ExpL�b'? DOOL=1.60 plate grip DOL=1.60 S-� LNG i N�"c9 /0 3) Unbalanced snow loads have been considered for this design. �� y'9! 4)All plates are MT20 plates unless otherwise indicated. 89200PE 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. • 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 575 lb uplift al joint 9 and 424 lb uplift at O - �. ' joints 17. IF �OREGON �/ 8)This truss has been designed for a total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist ,` drag loads along bottom chord from 26-7-6 to 27-7-6 for 3000.2 plf. /O 1 y i 4 0 A 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 2 �`_ ' LOAD CASE(S) Standard MFRR10° RENEWAL DATE:12-31-2021 June 23,2021 i A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Ell 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 indNidual 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 ANSLTPIl Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 ' Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838312 20-DD2646 A-DT13 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:46 2021 Page 1 t ID:Uz?6p9Pw3CC20-2-3 KXkgHzFGli-OG71gBg0?0XANf9hwNg0F7en kdvJNC?24S9Kz3Pe7 5-10-12 13-0-7 20-2-3 27-7-6 5-10-12 7-1-12 7-1-12 7-5-3 Scale:1/4"=1' I 4x6= 0.50112 6x10= 6 1 3x5= 18 2 3x4= 3x6 a-- 3 3x5= 4 5 19 4x6= 87 -19 vm 7 ' 15 14 13 12 11 10 98 2x3 I4x5= 3x5= 3x4= 3x8 M18SHS= 4x8= 3x6 II I 2-3-14 9-5-9 16-7-5 I 23-9-0 27-7-8 2-3-14 7-1-12 7-1-12 � 7-1-12 3-10-6 Plate Offsets(X,Y)-- [1:0-3-4,0-3-0],[6:0-2-12,0-2-0],[9:0-3-0,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.34 12-13 >937 240 MT20 185/148 (Root Snow=25.0) I Lumber DOL 1.15 BC 0.77 Vert(TL) -0.66 12-13 >489 240 M18SHS 220/195 TCDL 8.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.07 9 Na Na BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:120 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x4 DF No.1&Btr*Except' TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, 4-7:2x4 DF No.2 except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 4-2-1 oc bracing. WEBS 2x4 HF Std*Except' 6-9,6-10:2x4 DF No.2 ' OTHERS 2x6 DF No.2 REACTIONS. (size) 9=0-4-0,17=0-5-8 Max Horz 17=-230(LC 39) Max Uplift 9=-827(LC 41),17=-599(LC 48) ' Max Gray 9=1464(LC 32),17=1337(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=1334/555,1-2=-1345/1069,2-34-3941/2171,3-5=-4824/2527,5-6=-2923/1667, 6-9—1401/818 BOT CHORD 14-15=371/378,13-14—1755/2857,12-13=-2582/4751,10.12=-2436/4315, 9-10=-814/808 WEBS 2-14=-2010/1107,2-13=-771/1489,3-13=-1353/1030,3-12=-659/870,5-12=-769/1064, 5-10=-2247/1607,6-10=1632/2871,1-14=-599/1442 NOTES- 0 PR OF ' 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60f;Cat.II;Exp B;Enclosed;MWFRS(envelope) t'� FIS: I gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 27-7-6 zone;cantilever left and right exposed;end vertical left �� tJG I N EF S/Q and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 7� 1 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 cif 9 I3) Unbalanced snow loads have been considered for this design. - 92OOP 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ' 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) OREGON 4(/� 9=827,17=599. 8)This truss has been designed for a total drag load of 5000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist 4. 41/ drag loads along bottom chord from 0-0-0 to 27-7-6 for 181.1 plf. v Al 14 2 \II' 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Mp� p 1L�- ' RENEWAL�DATE:12-31-2021 June 23,2021 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITelr®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 ANS4rP1f duality Criteria,OSB-99 and SCSI Building Component 250 KWg Circle Safety Information available front Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 922910 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838313 20-DD2646 A-DT14 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:48 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-yfFVFthfX?nudzl32ossKYj7R705NCaUSMZYDDz3Pe5 5-10-12 13-0-7 20-2-3 I 27-7-6 5-10-12 7-1-12 7-1-12 7-5-3 Scale:1/4"=1' I 4x6= 0.50 112 ' 6k10= 6 1 3x6= 18 2 3x4= 3x8 M18SHS= 3x6= a 3 4 5 4x6= 19 67 ' 15 14 13 3 12 11 10 9 8 2 4x5 x5= 3x4= 3x8 M18SHS= 4x9= 4x5 II• 2-3-14 9-5-9 16-7-5 23-9-0 27-7-6 1 1 1 2.3.14 7-1-12 7-1-12 7-1-12 3-10-6 Plate Offsets(X,Y)-- [1:0-3-4,0-3-0],[5:0-2-4,0-1-8],[6:0-2-12,0-2-0],[9:0-3-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) 0.36 12-13 >887 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(TL) -0.66 12-13 >489 240 M18SHS 220/195 TCDL 8.0 Rep Stress Ina NO WB 0.87 Horz(TL) 0.07 9 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:120 lb FT=0% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x4 DF No.1&Btr`Except' TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, 4-7:2x4 DF No.2 except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 3-9-9 oc bracing. WEBS 2x4 HF Std*Except" 6-9,6-10:2x4 DF No.2 1 OTHERS 2x6 DF No.2 REACTIONS. (size) 9=0-4-0,17=0-5-8 Max Horz 17=-250(LC 39) Max Uplift 9=-1011(LC 41),17=-702(LC 48) ' Max Gray 9=1602(LC 32),17=1394(LC 33) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=1387/654,1-2—1583/1387,2-3=-4304/2655,3-5=-5228/3065,5-6=-3238/2088, 6-9—1536/998 BOT CHORD 14-15—479/486,13-14=-2147/3151,12-13=-3091/5132,10-12=-2920/4640, 9-10=-1082/1077 WEBS 2-14=-2157/1302,2-13=994/1656,3-13=-1538/1277,3-12=945/1155,5-12=•1094/1388, 5-10=2533/1989,6-10—2072/3201,1-14=-722/1535 NOTES- c 4D PR Opex., ' 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60f;Cat.II;Exp B;Enclosed;MWFRS(envelope) ``G cuV gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 27-7-6 zone;cantilever left and right exposed;end vertical left �GJ �NG? N EFR /�2 and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 -q I 3)Unbalanced snow loads have been considered for this design. $920UPE 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) OREGON `(/Er ell 9=1011,17=702. •Ar�- 8)This truss has been designed for a total drag load of 7000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist G/O "iq yr1 4 2()\%A drag loads along bottom chord from 0-0-0 to 27-7-6 for 253.5 plf. eI �`- 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �'�'RR"` ' RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. la Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is loran 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 ANSYTPII Quality Criteria,0S13-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838314 20-DD2646 A-DT15 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 2311:46:53 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFG11-Jc2OIbInMYQAjkB1 gLS11 cQ?y85M2UuDceGJuQz3Pe0 7-0-11 13-4-6 19-8-0 25-11-11 32-3-6 34-11-6 7-0-11 6-3-11 6-3-11 I 6-3-11 6-3-11 2-8-0 Scale=1:63.4 I 4x6= 0.50112 I i 6x12= 7 1 3x9= 3x7= 3x45x6= 4x5 I 19 2 3 20 3x7= 5x8 M185H5= 4 5 21 6 22 7 8 IEm 16 15 14 23 13 12 11 10 24 9 3x4 I I4x9= 4x8= 3x5= 7x12 M18SHS WB= 5x8 M18SHS= axle= 3x4= I 3-10-13 I 10-2-8 16-6-3 l 22-9-14 29.1.9 34-11-6 3-10-13 6-3-11 6-3-11 6-3-11 6-3-11 5-9-13 Plate Offsets(X,V)-- [1:0-3-0,0-3-9],[2:0-3-12,0-1-8],[7:0-3-12,0-2-12],[9:0-2-0,0-2-121,[10:0-3-4,0-2-8],[13:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.58 11-13 >701 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.95 Vert(TL) -1.69 11-13 >241 240 M18SHS 220/195 TCDL 8.0 Rep Stress Inc/ NO WB 0.80 Horz(TL) 0.14 9 n/a rs/a BCLL 0.0 Code IBC2012/TP12007 Matrix-AS Weight:209 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x6 DF 2500F 2.2E TOP CHORD Structural wood sheathing directly applied, except end verticals. SOT CHORD 2x6 DF 2500E 2.2E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF No.2`Except' 8-9:2x10 DF No.2,1-16:2x4 HF Std OTHERS 2x6 DF No.2*Except* I12-12:2x4 HF Std REACTIONS. (size) 9=Mechanical,18=0-5-8 Max Horz 18=-290(LC 38) Max Uplift 9=-649(LC 41),18=-524(LC 48) Max Gray 9=2195(LC 21),18=2172(LC 21) FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-2104/527,1-2=2776/9B6,2-3=-7772/2144,3-4=11589/2874,4-6=-12238/2997, 6-7=-8019/2118,7-8=-472/211 ' BOT CHORD 15-16=-843/858,14-15=2922/5464,13-14=-4007/10127,1 1-1 3=-3962/1 2992, 1 0-1 1=-31 53/1 1 026,9-10—1251/4194 WEBS 7-9=-4146/1323,1.15=-756/3244,2-15—3281/921,2-14=567/2782,3-14=-2774/768, 3-13=-373/1670,4-13=-1621/578,4-11-878/509,6-11=-391/1297,6-10=3300/1146, 7-10=-1081/4045 INOTES- ���p PRQ��s 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.opsf;h=60f1;Cat.II;Exp B;Enclosed;MWFRS(envelope) �C S NGI NFF �/) gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 Cy 14?and 2)C-C wind load user defined. ,� .7< 3)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 :921 OP 4)Unbalanced snow loads have been considered for this design. A0011t1Or 5) Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. d (i • 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - Q 8) Refer to girder(s)for truss to truss connections. OREGON fit(/ I 9)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify G A_ capacity of bearing surface. to"�4).14 }.14 ZQ1 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) � `Q 9=649,18=524. 111E1:1R ILA I 11) Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12)This truss has been designed for a total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist RENEWAL DATE:12-31-2021 drag loads along bottom chord from 0-0-0 to 13-0-2,32-11-6 to 34-11-6 for 199.9 pH. June 23,2021 13)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2"gypsum A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSUTPI7 Qual ly Criteria,OSB-89 and SCSI Building Component 25010ug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona.CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838314 20-D02646 A-DT15 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:53 2021 Page 2 ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-Jc2OIbInMYQAjkB1gL511cQ7y85M2UuDceGJuQz3Pe0 NOTES- 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: I1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=66,20-21=-166,7-21=-66,7-8=-66,9-16=-20 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pH) Vert:1-20-53,20-21=-153,7-21=53,7-8=-53,9-16=-20 3)Dead+0.75 Snow(Unbar.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-27,20-21=-127,7-21=-27,7-8=-27,9-16=-20 4) Dead+0.75 Snow(Unbar.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-66,20-21=-166,21-22=-66,7-22=54,7-8=-53,9-16=-20 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-20=-16,20-21=-116,7-21=-16,7-8=-16,9-16=-40 I6)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-86,1-19=40,19-20=32,20-21=-68,7-21=32,7-8=32,9-16=-12 Horz:1-16=20,1-17=86,1-19=48,7-19=41,7-8=-41,8-9=38 7)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=51,1-20=32,20-21=-68,7-21=32,7-8=40,9-16=-12 Horz:1-16-38,1-17=-51,1-7=41,7-8=-48,8-9=-20 8)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17-35,1-20=-30,20-21-130,7-21=-30,7-8=-30,9-16=-20 Horz:1-16=-24,1-17=35,1-7=-14,7-8=14,8-9=-34 9) Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=51,1-20=-30,20.21_130,7-21=30,7-8=-30,9-16=-20 Horz:1-16=34,1-17=-51,1-7=-14,7-8=14,8-9=24 10)Dead+0.6 MWFRS Wind(Pos.Internal)Lek:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-57,1-20=18,20-21=-82,7-21=18,7-8=18,9-16-12 Horz:1-16=19,1-17=57,1-7=27,7-8=-27,8-9=25 I11)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=57,1-20=39,20-21=-61,7-21=39,7-8=39,9-16=-12 Horz:1-16=-25,1-17=-57,1-7=47,7-8=-47,8-9=-19 12) Dead+0.6 MWFRS Wind(Neg.Internal)Lek:Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Vent:1-17=-57,1-20=-3,20-21=103,7-21=-3,7-8=3,9-16=-20 Horz:1-16=33,1-17=57,1-7=13,7-8=13,8-9=11 13) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Vert:1-17=57,1-20=18,20-21=-82,7-21=18,7-8=18,9-16=-20 Horz:1.16-11,1-17=-57,1-7=34,7-8=-34,8-9=-33 14) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=38,1-20=18,20-21=-82,7-21=18,7-8=18,9-16=-12 Horz:1-16=16,1-17=-38,1-7=27,7-8=-27,8-9=23 15) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=38,1-20=39,20-21=-61,7-21=39,7-8=39,9-16=-12 Horz:1-16=-23,1-17=-38,1-7=47,78=-47,8-9=-16 16) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.17=38,1-20=12,20-21=-88,7-21=12,7-8=12,9-16=-12 Horz:1-16=8,1-17=-38,1-7=21,7-8=-21,8-9=18 17) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.17=38,1-20=24,20-21=76,7-21=24,7-8=24,9-16=-12 Horz:1-16=-18,1-17=-38,1-7=33,7-8=33,8-9=-8 18) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=38,1-20=-3,20-21=-103,7-21=-3,78=3,9-16=-20 Horz:1-16=30,1-17=-38,1-7=13,7-8=-13,8-9=9 19) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=38,1-20=18,20-21=-82,7-21=18,7-8=18,9-16=-20 Horz:1-16=-9,1.17_38,1-7=34,7-8=-34,8-9=-30 20) Dead+Snow(Unbar.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-31,20-21=-131,7-21=-31,7-8=-31,9-16=-20 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTel4 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 properly incorporate the design into the overall building design.Bracing indicated Is to prevent buckling of individual truss web androrchord members only.Additional temporary and permanent bracing MiTek*is always required br stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection end bracing of imsses and truss systems,see ANSI/PI1 Quality Criteria,DSB-89 end BCSI Building Component 250 Klug Circle Safety Information available imm Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type City Ply Timbertech-Dartmouth North K9838314 20-D02646 A-DT15 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 Mirek Industries,Inc. Wed Jun 23 11:46:53 2021 Page 3 IID:Uz?6p9Pw3CCW5KptXKXkgHzFGIiJc2OIbInMYQAjkB1gLS11cO?y85M2UuDceGJuQz3Pe0 LOAD CASE(S) Standard Except: 21) Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) IVert:1-20=-82,20-21=-182,21-22=82,7-22=-66,7-8=-66,9-16=-20 22) Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-20=-16,20-21=-116,7-21=16,7-8-16,9-16=-20 23) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-17=-43,1-20=-44,20-21-144,7-21=-44,7-8=44,9-16=-20 Horz:1-16=25,1-17=43,1-7=10,7-8=-10,8-9=8 24) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) IVert:1-17=43,1-20=-28,20-21=-128,7-21=-28,7-8=-28,9.16=20 Horz:1-16=-8,1-17=-43,1-7=25,7-8=-25,8-9=25 25) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,1-20=-44,20-21=-144,7-21=-44,7-8=-44,9-16=-20 IHorz:1-16=22,1-17=-29,1-7=10,7-8=10,8-9=7 26) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,1.20=28,20-21=128,7-21=-28,7-8=-28,9-16=-20 Horz:1-16=7,1-17=-29,1-7=25,7-8=-25,8-9=-22 I27) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-56,20-21=-156,7-21=-56,7-8=-56,9-16=-20 I I I I I I I I ' A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTeke 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 properly Incorporate this design into the overall building design.Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' I is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection end bracing of trusses and truss systems,see ANSUTPII Qualify Criteria,0SB49 and BCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldod,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838315 20-DD2646 A-0T16 ROOF SPECIAL 1 1 Job Reference(option) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:55 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGIi-F7A8jGn2t9guy2LQymUV71 VLRxngWONW3xlOzJz3Pe_ 7-0-11 13-4-6 19-8-0 25-11.11 I 32-3-6 34-11-6 7-0-11 6-3-11 6-3-11 6-3-11 6-3-11 2-8-0 Scale=1:63.2 I 4x6= 0.50112 ' 7 1 Sx14= 3x4= 3x9= 3x7= 5x6= 4x5 I I t9 2 3 20 3x7= 5x8 M18SHS= 4 5 21 6 22 7 8 IB 1.`i'— 16 15 14 13 12 11 10 23 9 4x5= 4x9= 4x8= 3x5= 7x12 M185HS WB= 5x8 M18SHS= 6x10= 3x4= r • 3-10-13 10-2-8 16-6-3 22-9-14 29-1-9 34-11-6 3-10-13 6-3-11 6-3-11 I 6-3-11 6-3-11 5-9-13 — Plate Offsets(X,Y)— [1:0-5-0,0-3-5],[2:0-3-12,0-1.81,[7:0-3-12,0-2-12],[9:0-2-0,0-2-12],[10:0-3-4,0-2.81,[13:0-24,0-1-8] LOADING (psf) SPACING- 2-0-0 CS!. DEFL. in (roc) Vdefl Lid PLATES GRIP TCLL 25,0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.58 11-13 >701 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.95 Vert(TL) -1.69 11-13 >241 240 M18SHS 220/195 TCDL 8.0 Rep Stress!nor NO WB 0.80 Horz(TL) 0.14 9 n/a n/a BCLL 0.0 Code IBC2012TrPI2007 Matrix-AS Weight:209 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x6 OF 2500F 2.2E TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF 2500E 2.2E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF No.2*Except* 8-9:2x10 DF No.2 OTHERS 2x6 DF No.2'Except* I12.12:2x4 HF Std REACTIONS. (size) 9=Mechanical,18=0-5-8 Max Horz 18—1358(LC 38) Max Uplift 9=•625(LC 41),18=-500(LC 48) ' Max Gray 9=2195(LC 21),18=2172(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-2101/568,1-2_2776/1114,2-3=-7772/1879,34=-11589/2653,4-6=-12238/2842, 6-7—8019/2050,7-8=472/204 IBOT CHORD 15-16=-965/979,14-15=-1779/5463,13-14—2255/10127,1 1-1 3=-2459/1 2992, 10-11=2776/11026,9-10=-2272/4194 WEBS 7-9=-4146/1305,1-15—819/3236,2-15=-3279/859,2-14=-535/2783,3-14a2775/748, 3-13=-343/1669,4-13=-1621/542,4-11=-878/469,6-11=-348/1297,6-10=-3300/1094, 7-10=-1020/4045 ff c tNOTES- '\cY'- PROP`-ss 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.opsf;h=60R;Cat.II;Exp B;Enclosed;MWFRS(envelope) ��C3 LNG I N EF9 /r029 gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)C-C wind load user defined. I3)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 Q 89200PE ' 4) Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. idlpIPP��—'• 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Cil B)Refer to girder(s)for truss to truss connections. 7OREGON / L4i� I 9)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 4. capacity capacity of beating surface. '7q},, Z0� 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Q 141 6Q. 9=625,18=500. �c RR1�•� VV I11)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12)This truss has been designed for a total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist RENEWAL DATE:12-31-2021 drag loads along bottom chord from 32-11-6 to 34-11-6 for 1500.0 pit. June 23,2021 13)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2"gypsum A WARNING-Verity;design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall y� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml lek' is always required for stability end to prevent collapse with possible personal injury and property damage. For general guidance regarding the labncation,storage,delivery,erection and bracing of trusses and thus systems,see ANSLTPIf Oue/ity Criteria,OSa-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plata Institute,2670 Crain Highway,Suite 203 Waldort,MD 20601 Corona,CA 92860 Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838315 20-DD2646 A-DT16 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:56 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-jBk(wcngeTolaCwcW U?kfE2WBL73FrdglbV_UIz3Pdz NOTES- 14)Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. LOAD CASE(S) Standard Except: I 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-66,20-21-166,7-21=-66,7-8=-66,9-16=-20 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) ' Vert:1-20=-53,20-21=-153,7-21=-53,7-8=53,9-16=-20 3)Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-27,20-21=-127,7-21=-27,7-6=-27,9-16=-20 4)Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-66,20-21=-166,21-22=-66,7-22=-54,7.8-53,9-16=-20 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-20-16,20.21-116,7-21=16,7-8=-16,9-16=-40 1 6) Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-86,1-19=40,19-20=32,20-21=-68,7-21=32,7-8=32,9-16=-12 Horz:1-16=20,1-17=86,1-19=48,7-19=41,7-8=-41,8-9=38 7)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-17=51,1-20=32,20-21=68,7-21=32,7-8=40,9.16-12 Horz:1-16=-38,1-17=-51,1-7=41,7-8=-48,8-9=-20 8)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-35,1-20=-30,20-21=-130,7-21=-30,7-8=-30,9-16=-20 Horz:1-16=24,1-17=35,1-7=-14,7-8=14,8-9=34 9)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pH) Vert:1-17=51,1-20=-30,20-21=-130,7-21=-30,7-8=-30,9-16=-20 Horz:1-16=34,1-17=-51,1-7=-14,7-8=14,8-9=24 10) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-17=-57,1-20=18,20-21=82,7-21=18,7-8=18,9-16=-12 Horz:1-16=19,1-17=57,1-7=27,7-8=-27,8-9=25 I 11) Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=57,1-20=39,20-21=61,7-21=39,7-8=39,9-16=-12 Horz:1-16=25,1-17=-57,1-7=47,7-8=-47,8-9=-19 12) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-17=-57,1-20=-3,20-21=-103,7-21=3,7-8=-3,9-16=-20 Horz:1-16=33,1-17=57,1-7=13,7-8-13,8-9=11 13) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Veil:1-17=57,1-20=18,20-21=-82,7-21=18,7-8=18,9-16=-20 Horz:1-16=-11,1-17=-57,1-7=34,7-8=-34,8-9=-33 14) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=38,1-20=18,20.21=-82,7-21=18,7-8=18,9-16=-12 • Horz:1-16=16,1-17=-38,1-7=27,7-6=-27,8-9=23 ' 15) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=38,1-20=39,20-21=61,7-21=39,7-8=39,9-16=-12 Horz:1-16=-23,1-17=-38,1-7=47,7-8=-47,8-9=-16 1 16) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=38,1-20=12,20-21=88,7-21=12,7-8=12,9-16=-12 • Horz:1-16=8,1-17=-38,1-7=21,7-8=-21,8-9=18 17) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-17=38,1-20=24,20-21=76,7-21=24,7-8=24,9-16=-12 Horz:1-16=-18,1-17=-38,1-7=33,7-8=33,8-9=-8 18) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) I Vert:1-17=38,1-20=-3,20-21=-103,7-21=-3,7-8=3,9-16=-20 Horz:1-16=30,1-17=-38,1-7=13,7-8=-13,8-9=9 19) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-17=38,1-20=18,20-21=-82,7-21=18,7-8=18,9-16=-20 Horz:1-16=-9,1-17=-38,1-7=34,7-8=-34,8-9_30 20) Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-31,20.21-131,7-21=31,7-8=-31,9-16=-20 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MIL7473 rev.5/19/2020 BEFORE USE. mit Design valid for use only with MiT010 connectors.This design is based only upon parameters shown,end is loran individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters end properly incorporate this design into the overall building design. Bracing indicated is to prevent bucding 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 ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 250 Krug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20801 Corona,CA 92380 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838315 20-DD2646 A-DT16 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:56 2021 Page 3 IID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-jBkXwcngeTolaCwcWU?kfE2WBL73FrdglbV_UIz3Pdz LOAD CASE(S) Standard Except: 21) Dead+Snow(Unbal-Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Veil:1-20=82,20-21=-182,21-22=-82,7-22=66,7-8=-66,9-16=-20 I 22) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(p11) Vert:1-20=-16,20-21=-116,7-21=16,7-8=-16,9-16=-20 23) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-17=-43,1.20=-44,20-21=-144,7-21=44,7-8=-44,9-16=-20 Horz:1.16=25,1-17=43,1-7=10,7-8=-10,8-9=8 24) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) IVert:1-17=43,1-20=-28,20-21=-128,7-21=-28,7-8=-28,9-16=-20 Horz:1-16}8,1-17=-43,1-7=25,7-8=-25,8-9=-25 25) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=29,1-20=-44,20-21=-144,7-21=-44,7-8=-44,9-16=-20 Horz:1-16=22,1-17=-29,1-7=10,7-8=-1D,8-9=7 I 26) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.6D Uniform Loads(plf) Veil:1-17=29,1-20=-28,20-21=-128,7-21=-28,7-8=-28,9-16=-20 Horz:1-16=-7,1-17=-29,1-7=25,7-8=-25,8-9-22 I27) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20-56,20.21-156,7-21=-56,7-8=-56,9-16=-20 1 I I I • I • I I I I A WARNING-Verify design parameters and READ NOTES MINIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid tor use only with MreldS 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 ek' NJ1 250 Klug Circle 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 ANSf?%/Quality Criteria,BBB -ae and BCa/Building Component Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20ro01 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838316 20-DD2646 A-DT17 ROOF SPECIAL 1 2 Job Reference(optionAl) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:58 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXkgHzFGli-farHLIpwA42TpV3_du2Ckf7sg9tH]Ixzlv_4Zez3Pdx 24.3.0 4-2-1 i 2-8-9 I 10-4-6 37-2 8 38 I KX 13-0-110 I 23-3 111 03 3,5 2-2-114 4 I 1-0-0 Scale:1/4"=1' I 4x6= 0.50 112 6x10= ' 2x4= _ i.9 1 221 g4 3x4= 4x6= 4x6 6x8 II 4 5 3x8 M18SH5 II .. 6 7 89 D4'''''''''''''''''''' ''''''''''''' I 18 17 16 15 14 13 22 12 10 11 4x4 3x4= 3x4= 3x4= 5x6= 3x4= 4x4= 6x8 M185H5= I Q 10.13 4-0-11 7-2-8 13-6-3 19-9-14 24-3-0 26-5-14 0-10.13 3-1-13 3-1-13 6-3-11 6-3-11 4-5-2 2-2-14 I Plate Offsets(X,Y)-- [1:0-1-8,0-3-91.[6:0-4-0,0-2-0],[7:0-4-12,0-3-0],[8:0-4-0,0-1-01,[11:0-3-12,0-4-8),[12:0-1-8,0-1-12] 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 0.73 Vert(LL) -0.24 13-15 >999 240 MT20 185/148 (Roof Snow=25.0) I Lumber DOL 1.15 BC 0.59 Vert(TL) -0.38 13-15 >816 240 MI8SHS 185/148 TCDL 8.0 Rep Stress InaNO WB 0.81 Horz(TL) 0.05 11 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:311 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2I TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc puffins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-18:2x4 DF No.2 OTHERS 2x6 DF No.2 REACTIONS. (size) 11=0-4-0,204-5-8 Max Horz 20=-2267(LC 38) Max Uplift 11=-4109(LC 91),20=-440(LC 48) Max Gray 11=6011(LC 90),20=1407(LC 21) IFORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-1329/583,1-2=-2254/1481,2-3=3366/1512,3-4=-6397/1821,4-6=-9738/3543, 6-7—7912/51 B8,7-8=-872/622,8-11=-655/445 BOT CHORD 17.18—1542/1573,16-17=-1809/2523,15-16—2214/4766,13-15=-2291/8065, 1 2-1 3=-634 5/1 0086,11-12=5187/7915,10-11=813/813 WEBS 2-16=-580/1932,3-16=-1832/798,3-15—791/1877,4-15=-1890/1134,4-13=-1409/1878, 6-13=-916/3022,7-11=-8538/5538,2-17=1243/427,1-17=-878/2184,7-12=-2970/4797, 6-12=-5717/3995 INOTES- ��OD PROFF 1S 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: s Top chords connected as follows:2x4-1 row at 0-4-0 oc,2x6-2 rows staggered at 0-3-0 oc. �� (GeAG I N EF9 Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. 2 Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply toIII Q -9200P ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL�.0psf;h�Oft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 26-5-14 zone;cantilever left and right exposed;end vertical ,/ ��. left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;C1=1.00 OREGON L�IJ� 5)Unbalanced snow loads have been considered for this design. ��, ." 6)All plates are MT20 plates unless otherwise indicated. �O�41.14 ZOO } 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /.b A,P 8)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 4/E•R R`t` V capacity of bearing surface. n 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=4109,20=440. RENEWAL DATE:12-31-2021 10) Load case(s)88,89,90,91 has/have been modified.Building designer must review loads to verify that they are correct for the June 23,2021 intended use of this truss. ' Design WARNING-Veey designy parameters c and READ NOTES ON THIS ANDdonlyun INCLUDED WICK REFERENCE andnE PAGE M individual rev.illd component,BEFORE USE. valid for use only e.with the builds connectors.This design is based upon parameters shown, is for an individualIs building not a truss system.Before use, building designer must verity the applicability of design parameters and properly incorporate this design into the overall il building design. Bracing indicated is to prevent buckling of individual truss web anchor chord members only.Additional temporary and permanent bracing MI lA} ek' is always required forlabiyty 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 buss systems.see AN51?PI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838315 20-DD2646 A-DT17 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:46:59 2021 Page 2 NOTES- ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-8mPfZegYxOAKRfeBBc2RHtgl aYDW SB86_Zje54z3Pdw 11)This truss has been designed for a total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from I 25-5-14 to 26-5-14 for 3000.0 plf. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 24-3-0,and 5200 lb down and 5200 lb up at 23-3-0 on top chord,and 611 lb down and 176 lb up at 20-8-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: I 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-66,8-9=-66,10-18=-20 Concentrated Loads(Ib) Vert:22=-611(B) I88) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:6=-5200(F)7=5200(F)22=-611(B) I89) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:6=5200(F)7=-5200(F)22=-611(B) I90) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:6=-2800(F)7—2800(F)22=611(B) I91) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:6=2800(F)7=2800(F)22=-611(B) III I I I I I I A WARNING•Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. I! Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verily 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 Wek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUfPl1 Quality Criteria,Oae-89 and BCSI Building Component 250 King CircleSafetyinformation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20801 Corona,CA 92880 I Job Truss Truss Type City Ply Timbertech-Dartmouth North 20-DD2646 A-DT18 ROOF SPECIAL 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 22 2021 MiTek Industries,Inc.Wed Jun 23 13:23:33 2021 Page I ID:Uz?6p9Pw3CC W 5KptXKXkgHzFG li-C W O8KE01p7jQB15 WGov6RYre2 WOfzybiyAM D9wz3MSu ' 4-0-11 I 6-9-4 7-11-0 4-0-11 2-8-9 1-2-0 Scale=1:20.9 7 0.50 112 i 5x12= 1 4x4 I 9 2 4x5= 10 3 6x6 II 'n J NN N 8 ' 63x9 II 11 5 12 5x7 3. ' 6x8 M18SHS= 0-10-13 I 4-0-11 7-2-8 7-11-4 0-10-13 3-1-13 3.1-13 l 0-8-12 l I Plate Offsets(X,Y)-- [1:0-3-8,0-3-1],[2:0-2-4,0-2-O],[4:Edge,0-4-8].[5:0-4-12,0-2-4],[6:0.4-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.04 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.70 Vert(LL) -0.08 4-5 >999 240 MI8SHS 185/148 ITCDL 8.0 Rep Stress!nor NO WB 0.84 Horz(TL) -0.01 4 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:49 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 DF No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-4,2-5:2x4 HF Std WEBS 1 Row at midpt 2-4 OTHERS 2x6 OF No.2 REACTIONS. (lb/size) 4=1896/0-5-8 (min.0-2-7),8=2234/0-5-8 (min.0-1-8) Max Harz 8=-150(LC 12) Max Uplift 4=-13B4(LC 41),8=-1303(LC 38) Max Gray 4=2309(LC 32),8=2506(LC 33) t FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 6-8=167/728,1-8=-1892/1177,1-9=2722/1738,2-9=-2165/982,2-10=-1376/1469, 3-10=968/718 BOT CHORD 6-11=-620/532,5-11—1390/1302,5-12=-1402/2445,4-12=-2127/2989 WEBS 2-0=3181/2284,25=-1115/1444,1-5=2015/3174 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 4-10-3,Interior(1)4-10-3 to 7-9-8 zone;cantilever lett and right exposed;end vertical left and right exoed;C-Cmbe 2)TCLL:ASCE 7-10; sPf=25.Of psi(fiatbroof snow);Category II;Exp B;or memers and forces&MWFRS for r Partially Exp.;Ceactons shown;t 1 00 r DOL=1.60 plate grip DOL=1.60 co,t�F1/4E GPN FFSS/ 3)Unbalanced snow loads have been considered for this design. (G� �9 Qy 4)All plates are MT20 plates unless otherwise indicated. G(y -Sf 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 6)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1384 lb uplift at joint 4 and 1303 lb uplift -: at joint 8. 8)This truss has been designed for a total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist Q Q drag loads along bottom chord from 0-0-0 to 7-11-4 for 378.0 pit9 ,Af"�OREGON Aix . 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. L� 7 O� '�-- 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1211 lb down and 289 lb up at Q y 14 2 �Q 1-10-8,and 1150 lb down and 288 lb up at 3-10-8,and 1150 lb down and 288 lb up at 5-10-8 on bottom chord. The q [ design/selection of such connection device(s)is the responsibility of others. �n� �-`' 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard RENEWAL DATE: 12-31-2021 June 23,2021 l A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 INIEll a truss system.Before use,the bolding 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 indivduai been web and/or chord members only.Additional temporary and permanent bracing MiTek Ls always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardingingthethe fabrication,storage,delivery,erection and bracing of trusses and truss systems,see A1,MD 2 r Quality Criteria,OSB-ba and SCSI Building Component 250 Kru Circle Safety Mformaflon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timberrech-Dartmouth North 20-DD2646 A-OT18 ROOF SPECIAL 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 222021 MiTek Industries,Inc.Wed Jun 2313:23:33 2021 Page 2 I D:Uz?6p9Pw3CCW5KptXKXkgHzFGli-CW08KEOIp7jQBI5WGcv6RYre2WOfzybjyAMD9wz3MSu LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=66,4-6—20 IConcentrated Loads(lb) Vert:5=-1150(B)11=1211(B)12=-1150(B) I I I I I I I I I I I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall • building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see AN5Y7PN Ouelity Criteria,DSB-89 and BCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech•Dartmouth North K9838318 20-D02646 A-DT19 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:02 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGll•YL5oB1sREJYul7Nmsk68VVIXOmlcfZWYgXyliPz3Pdt 4-1-1 8-2-2 I 4-I-I 4-1-1 3x4 I I 0.50112 Scale:3/4'=1' 1 6 2 3x6= 7 3x4 II 3 1 N I 6 5x5= X I 5 4 5x5= 8-2-2 I 8-2-2I Plate Offsets(X,Y)-- (2:0-2-12,0-1-8],[4:0-2-8,0-3-0],[5:0-2-8,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.07 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(LL) -0.16 4-5 >580 240 ' TCDL 8.0 BCLL 0.0 Rep Stress!nor NO WB 0.71 Horz(TL) 0.01 4 n/a n/a Code IBC2012/TPI2007 Matrix-R Weight:35 lb FT=0% BCDL 10.0 • • LUMBER- BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins, BOT CHORD 2x4 DF No.2 - except end verticals. WEBS 2x4 HE Std BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. REACTIONS. (size) 5=Mechanical,4=0-4-0 I Max Horz 5=-405(LC 38) Max Uplift 5=-676(LC 40),4=806(LC 41) Max Gray 5=758(LC 33),4=865(LC 58) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. ITOP CHORD 1-2=1524/1436,2-3=-1485/1395 BOT CHORD 4-5=-1743/1831 WEBS 2-5=-1528/1576,2-4—1852/1896 NOTES- I1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=601t;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 4-1-1,Interior(1)4-1-1 to 8-0-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. I4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G�c 3 P R OF- 5)Refer to girder(s)for truss to truss connections. r L s 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �\C� N(}'I(�J �9 s/O 5=676,4=806. 7)This truss has been designed for a total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist Q� -9` drag loads along bottom chord from 7-2-2 to 8-2-2 for 3000.0 plf. 92•OP I I 7 OREGON �� GAOIq�'i4 2°1 ,Q- MFRRII.\-0 I RENEWAL DATE:12-31-2021 June 23,2021 ,I / A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with Wake connectors.This design is based only upon parameters shown,and is for individual building component,not a truss system.Before use,the building designer must verily 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 * I a always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of lenses and truss systems,see ANS/TPH Quality Criteria,OSB•89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92860 I Job Truss Truss Type Qty Ply Timbertech-Dartmoulh North 20-DD2646 A-DT20 ROOF SPECIAL 1 1 Job Reference(optional) PRECISION TRUSS S LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar22 2021 MiTek Industries,Inc.Wed Jun 23 11:55:56 2021 Page 1 I D:Uz?6p9Pw3CCW 5KptXKXkgHzFGli-d9sn?hOmrvOK?PjZo25KtycBKOnJILew6o0Y97z3N11 ' 7-3-1 7-3-1 13-7-3 19.11.4 I 26-3-5 I 29-6-14 6-4-1 6-4-1 6-4-1 3-3-9 Scale=1:51.4 I 4x8= 0.50112 6x14= II 3z4= i 1 19 2 334= 3x6= 3x4= 3x7= 5 206 2x4 11 78 iobL 16 15 14 13 12 11 10 9 3x4 II 4z6= 3z4= 3x4= 3x8 M18SHS= 4x5= 5x5= I 4-1-1 10-5-2 16-9-3 23-1-5 29-5-6 29+14 4-1-1 6-4-1 6-4-1 6-4-1 6-4-1 0- -8 IPlate Offsets(X,Y)-- [1:0-6-4,0-3-0],[2:0-1-12,0-1-8],[6:0-3-0,0-1-8],[10:0-2-8,0-2-12],[11:0-1-12,0-2-0],[14:0-1-12,0-1-8],[15:0-3-0,0-1-121[18:0-3-5,0-1-11] LOADING (psf) ! SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.43 13 >799 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(TL) -0.80 13-14 >429 240 MI8SHS 220/195 ITCDL 8.0 Rep Stress Mu WB 1.00 Horz(TL) 0.10 10 Na n/a BCLL BCDL 0.0 10.0 Code IBC2012/TPI2007 Matrix-R Weight:129 lb FT=0% •LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr'Except' TOP CHORD Structural wood sheathing directly applied or 2.0.13 oc purl ins, 4-8:2x4 DF No.2 except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. WEBS 2x4 HF Std°Except' 1-16:2x6 DF No.2 I OTHERS 2x6 DF No.2 REACTIONS. (lb/size) 10=1254/0-4-0 (min.0-1-8),18=1230/0-5-8 (min.0-1-8) Max Horz 18=-2271(LC 42) Max Uplift 10=-594(LC 41),18=-444(LC 48) Max Gray 10=1417(LC 21),18=1438(LC 21) IFORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18_1395/483,1-19=2054/1334,2-19=-1799/976,2-3=-4153/1615,3-4—5148/1650, 4-5=-5158/1724,5-20=-4040/14-39,6-20=-4041/14-80,6-7=-355/294 BOT CHORD 15-16=-1549/1546,14-15}2042/3506,13-14=-2138/4996,12-13=-1681/5090, 11-12=-1681/5090,10-11=1175/2554,9-10=-813/813 I WEBS 1-15=-689/1958,2-15=-1866/767,2-14=-427/1166,3-14=-1023/613,3-13=217/426, 5-13=-239/418,5-11=-1261/796,6-11=-706/1687,6-10=-2756/1285 NOTES- 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) C O P R OFc I gable end zone and C-C Exterior(2)0-8-4 to 3-8-4,Interior(1)3-8-4 to 29-6-14 zone;cantilever left and right exposed;end verticalleft and right .`�(,0.53 F0.0 2)TCLL:ASCE 7-10;Pf=25.0 psf(flatosed;C-C for bers and forces&MWFRS for reactions shown;roof snow);Category II;Exp B;Partially Exp.;Ct=1 pp r DOL=1.60 plate grip DOL=1.60 t,\� NGI N EFR vo4' 3)Unbalanced snow loads have been considered for this design. I4)All plates are MT20 plates unless otherwise indicated. 89200PE 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s)18 considers parallel to grain value using ANSI/I-PI 1 angle to grain formula. Building designer should verify -, ��o.0"• capacity of bearing surface. +.-• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 594 lb uplift at joint 10 and 444 lb uplift at joint 18. C..) w_OREGON k, 8)This truss has been designed for a total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist 9L '7 Y r�])r drag loads along bottom chord from 28-6-14 to 29-6-14 for 3000.0 plf. /O '9 14 ZP 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �P LOAD CASE(S) Standard �E-RRIL- II RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTekra 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 properly Incorporate this design into the overall 7� building design. Bracing indicated is to prevent buckling of individual buss web and/or chord members only.Additional temporary and permanent bracing Ml lek' 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?P!f Owliry Criteria,OSB�9 and BLS/Building Component 250 Klug Circle Safety Information available from Tress Plate Institute,2fi70 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North 20-DD2646 A-DT21 ROOF SPECIAL 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 6.430 s Mar 22 2021 MTek Industries,Inc.Wed Jun 23 11:49:18 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-HbpKTba6adFoFE14USy_k07BvyzYVPeLbt?U BCz3NrF ' 5-1-1 5-1-1 11-5-3 6-4-1 17-9-4 24-1-5 6-4-1I 27-6-14 3-5-9 l 6-4-1 Scale:1/4"=1' I ex12= 0.50112 6x16= ' 1 = 19 3x5 2 3x4— 3 3x4 3x6= = 4 5 3xx7 20 2x4 II 78 N 1 oh 18 111 15 14 13 12 11 9 10 4x4 II 4x4= 3x4= 3x4= 3x8 M18SHS= 3x5= 5x5= 1 l 1-11-1 8-3-2 I 14-7-3 20-11-5 27-3-6 2716114 1.11.1 6-4-1 6-4-1 6-4-1 6-4-1 0-3-8 111 Plate Offsets(X,Y)-- [1:0-6-4,0-3-01,[2:0-2-4,0-1-8],[10:0-2-8,0-2-12],[11:0-2-0,0-1-8],[14:0-1-8,0-1-8],[18:0-3-11,0-3-0] LOADING (psf) SPACING- 2-0-0 C51. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.34 13 >923 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(TL) -0.65 11-13 >492 240 M18SHS 220/195 TCDL 8.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.08 10 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012ITPI2007 Matrix-R Weight:1251b FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HE Std*Except* BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. 1-16:2x10 DF No.2 • OTHERS 2x6 DF No.2 REACTIONS. (lb/size) 10=1161/0-4-0 (min.0-1-8),18=1138/0-5-8 (min.0-1-8) Max Horz 18=3625(LC 38) Max Uplift 10=-710(LC 41),18=-473(LC 48) Max Gram 10=1366(LC 32),18=1322(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-1275/510,1-19=-1495/1461,2-19=-967/766,2-3=-3418/1904,3-4=-4437/1804, 4-5—3682/1370,5-6=3694/1681,6-20=-619/555,7-20=-493/413 BOT CHORD 15-16=-2413/2427,14-15=-2577/3186,13.14=-2491/4433,12-13=-1770/4535, ' 11-12—1770/4535,10-11=-1372/2524,9-10=-1354/1354 WEBS 2-15=-1873/895,2-14=-629/1404,3-14=-1287/826,3-13=-449/702,4-13=-522/646, 4-11=-1244/979,6-11=-908/1668,6-10=-2753/1584,1-15=-565/1306 NOTES- ' 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL�.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-10-2 to 3-10-2,Interior(1)3-10-2 to 27-6-14 zone;cantilever left and right exposed;end !{l�ED PR OF� vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • , ss 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 tS.O VNG[N�F9 ,0�9 3) Unbalanced snow loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated.I 9200P 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 710 lb uplift at joint 10 and 473 lb uplift ' at joint 18. Q cr 8)This truss has been designed for a total drag load of 5000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist '9 OREGON w drag loads along bottom chord from 26-6-14 to 27-6-14 for 5000.0 pit 1* oft Nbr 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /0 ill Y1 4 2P 6ti I LOAD CASE(S) Standard 'fr" RRit.` V RENEWAL DATE:12-31-2021 June 23,2021 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for slabiliry and to prevent wlapse with possible personal injury and Drapery damage. For general guidance regarding the labncation,storage,delivery,erection and bracing of INases and truss systems,see ANSVTP11 Quality Criteria,OSB-a9 and BCS/Building Component 250 Klug Circle Safety/n/omration available from Tress Plate Institute,2670 Crain Highway,Suka 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply Timbertech-Dartmouth North 20-DD2646 A-DT22 ROOF SPECIAL 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 222021 MiTek Industries,Inc. Wed Jun 23 11:48:00 2021 Page I I D:Uz76p9Pw3CCW5KpIXKXkgHzFGli-Zb5r6weByfQtuFK4w4ZiaZvsaVMcD78sfk6MSjz3NsT 5-10-12 13-0-7I 20-2-3 I 27-7-6 5-10-12 7-1-12 7-1-12 7-53 Scale:1/4°=1' 6x12= 0.50 112 6x16= L4131j , 10 3x5= 16 2 x3x615 98 I4x4 II 4x4= 3x4= 3x4= 3x8 M 18SHS= 4x8= 3x5 II 2-3-14 9-5-9 16-7-5 I 23-9-0 27-7-6 2-3-14 7-1-12 7.1.12 7-1-12 3-10-6 Plate Offsets(X,Y)-- [1:0-6-4,0-3-0],[6:0-2-12,0-2.0],[9:0-2-12,0-0-8],[13:0-1-6,0-1-8],[17:0-3-9,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (be) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.33 12-13 >957 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.76 Vert(TL) -0.64 12-13 >499 240 M18SHS 220/195 TCDL 8.0 Rep Stress!nor NO WB 0.78 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:125 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr`Except* TOP CHORD Structural wood sheathing directly applied or 2-4.8 oc purtins, 4-7:2x4 DF No.2 except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 4-1-15 oc bracing. WEBS 2x4 HF Std*Except' 6-9,6-10:2x4 DF No.2,1-15:2x10 DF No.2 OTHERS 2x6 DF No.2 REACTIONS. (lb/size) 9=1163/0-4-0 (min.0-1-8),17=1139/0-5-8 (min.0-1-8) Max Horz 17=3625(LC 38) Max Uplift 9=-711(LC 41),17=-475(LC 48) Max Gray 9=1368(LC 32),17=1324(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17—1322/487,1-18=-1629/1535,2-18=-1047/710,2-3=-3694/1959,3-4=-4446/1765, 4-5=-4457/1863,5-19=-2485/1113,6-19=-2707/1405,6-9=1305/701 ' BOT CHORD 14-15=2413/2414,13-14=-2608/3422,12-13=-2400/4556,11-12=-1301/4132, 10-11=-1301/4132,9-10=-1462/1456,8-9—1354/1354 WEBS 2-14=-1974/975,2-13—637/1397,3-13=-1254/884,3-12=-479/694,5-12=-565/854, 5-10=-2048/1365,6-10=1344/2635,1-14=562/1380 NOTES- I 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) rip PRaF gable end zone and C-C Exterior(2)0-10-2 to 3-10-2,Interior(1)3-10-2 to 27-7-6 zone;cantilever left and right exposed;end vertical .`y� Fss 2)TCLL:ASCE 7.left and right 10;Pf=2 0osed;C-C for psf(flatboof snow);Category II;Exp B;Partiaers and forces&MWFRS for lly Exp.;Ct=1 0s shown; 0er DOL=1.60 plate grip DOL=1.60 �C\� LNG I N�E9 �o•P 3)Unbalanced snow loads have been considered for this design. tr. t� I4)All plates are MT20 plates unless otherwise indicated. ��.,- 89200PE: 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. + ' 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 711 lb uplift at joint 9 and 475 lb uplift at joint 17. y A-OREGON .,Cr This truss has been designed for a total drag load of 5000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist G • ar drag loads along bottom chord from 26-7-6 to 27-7-6 for 5000.4 plf. <O"1,�Y 1 4 2°N 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. RP LOAD CASE(S) Standard MRRIL1- RENEWAL DATE:12-31-2021 June 23,2021 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19I2020 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 1 a[MSS 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' ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrtcation,storage,delivery,erection and bracing of kisses and truss systems,see ANSf?PH Duality Criteria,DSB-B9 and BCS/Building Component 250 Slug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838322 20-DD2646 A-DT23 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:13 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-ITFyVQ?KehxL7pjt?YpjrgFTiCy?kXsAC16NbGz3Pdi 5-1-1 7-4-0 11-5-3 17-9-4 24-1-5 31-7-0 33-0[8 5-1-1 2-2-15 4-1-3 6-4-1 6.4-1 7-5-10 0-5-8 Scale=1:60.1 I 0.50112 4x6= 4x6= 7 6x12 = 3x4= 6x12= 3x6= 3x7= 3x4= 3x6= 3x5= I 18 21 2 3 4 5 6 7 'N--ddik...--0/111111r1111- A I •,' :4\ 20 I^ O 16 0 15 14 13 12 11 10 I2x4 114x5= 3x5= 3x4= 3x8 M18SHS= 3x4= 4x7= 3x4 II I I 1-11-1 I 7-4-0 3-�j 14-7-3 20-11-5 27-3-6 31-7-0 32-0rr8 1-11-1 5-4-15 �11-2 6-4-1 6-4-1 6-41 4-3-10 0-5-8 Plate Offsets(X,Y)-- [1:0-5-4,0-3-0],[2:0-2-12,0-1-8],[8:0-3-8,0.3-0],[14:0-2-0,0-1-8],[15:0-2-8,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.39 11-13 >958 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.83 Vert(TL) -0.74 11-13 >498 240 M18SHS 220/195 I TCDL 8.0 Rep Stress!nor NO WB 0.80 Horz(TL) 0.05 20 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TPI2007 Matrix-R • Weight:145 lb FT=0% • LUMBER- BRACING- TOP CHORD 2x4 DF 2500F 2.2E TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc paths, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std*Except' BOT CHORD Rigid ceiling directly applied or 4-6-8 oc bracing. 8-10:2x4 DF No.2 OTHERS 2x6 DF No.2 • I REACTIONS. (size) 19=0-5-8,20=0-5-8 Max Horz 19=-226(LC 39) Max Uplift 19=-802(LC 48),20=-903(LC 41) Max Gray 19=1581(LC 33),20=1603(LC 32) IFORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-1553/754,1-2=-1172/933,2-3=3724/1555,3-4=3728/1811,4-6=-5040/2142, 6-7=-4561/1976,7-B=-2603/1518,8-20=-1550/911 BOT CHORD 15-16=-442/397,14-15=-1593/2705,13-14=-2176/4780,11-13=-2208/5125, ' 10-11=-1797/3824,9-10=-937/951 WEBS 2-15=-2362/1377,2-14=-1091/1839,4-14=-1668/1257,4.13_788/1027,6-13=811/919, 6-11=-1165/1100,7-11=-967/1394,7-10=-2115/1420,1-15=809/1672,8-10=-1559/2763 NOTES- , 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) E� pROF gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 31-5-4 zone;cantilever left and right exposed;end ,`�� 4-ssr vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 NG hj �.R /O2� 2)TCLL:ASCE 7-10;Pt=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. I4)Provide adequate drainage to prevent water ponding. 8920. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Bearing at joint(s)19,20 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verity ' capacity of bearing surface. CI 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=Ib) OREGON • �� 19=802,20=903. 9)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag 17 G/Q q 14 01 loads along bottom chord from 0-0-0 to 32-0-8 for 200.0 pit. A- 2 AQ' 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Mbp`L` V IRENEWAL�rDATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 020 BEFORE USE. 1 Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an incorporate 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 y� building design. Bracing indicated is to prevent buckling of individual truss web anNor chord members only.Additional temporary and permanent bracing MI Iek' 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 Arf.MD 27 Qua/i7y Crifxia,DSB-89 and BLS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldod,MD 0601 Corona,CA 92880 IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838323 20-DD2646 A-DT24 ROOF SPECIAL 1 1 Job Reference(optional _ Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:16 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-82x5751 DxcJv_GRShgMOTStv8PzrxsjcujL1 Bbz3Pdf 5-10-12 7-7-2 13-0-7 20-2-3 27-3-15 I 31-7-0 32-0r8 5-10-12 1-8-6 5-5-5 7-1-12 7.1.12 4-3-1 0-5-'8 Scale=1:60.1 I 0.50 112 4x6_ 4x6= 6x12= 5x14= 7 3x8= 4x6= 3x4= 4x6= 3x4= 3x8= 18 1 21 2 3 4 5 6 7 cov N 20 Id 16 22 15 14 13 12 11 10 9 I2x4 II 4x5= 3x5= 3x4= 3x8 M1 BSHS= 3x6= 3x6= 2x4 I I I 2-3-14 7-7-2 9-5-9 16-7-5 23-9-0 27-3-15 31-7-0 3�-0[8 2-3-14 5-3-4 1-10-7 7-1-12 7.1.12 3-6-14 4-3-1 0-5-8 Plate Offsets(X,Y)-- [1:0-3-4,0.3.9],[2:0-2-12,0-1-8],[7:0-2-8,0-1-8],[8:0-5-0,0-3-8],[10:0-1-12,0-1-8],[11:0-2-8,0-1-8],[14:0-2-0,0-1-8],[15:0-2-8,0-1-12],[16:0-2-0,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) 0.41 13-14 >907 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.82 Vert(TL) -0.76 13-14 >489 240 M18SHS 220/195 TCDL 8.0 Rep Stress Inc/ NO WB 0.92 Horz(TL) 0.07 20 ilia n!a BCLL 0.0 Code IBC2012/TP12007 Matrix-AS Weight:168 lb FT=0% BCDL 10.0 LUMBER- BRACING- . I TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. SOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 HF Std'Except" 8-10:2x4 DF No.2 OTHERS 2x6 OF No.2 I REACTIONS. (size) 19=0-5-8,203-5-8 Max Horz 19=-555(LC 38) Max Uplift 19=-570(LC 48),20=-642(LC 41) Max Gray 19=1492(LC 21),20=1504(LC 70) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-1494/571,1-2=-1062/581,2.3—4224/1553,3-4=-232/1476,4-6=5229/1823, 6-7=-3862/1439,7-8=-2482/1136,8-20=-1449/660 BOT CHORD 15-16=2956/2907,14-15=-3328/4319,13-14=-3243/5652,11-13=-2505/5004, 1 10-11=-1095/2482 WEBS 2-15=-2392/1104,2-14=-640/1500,4-14=-1261/826,4-13=-327/536,6-13—344/576, 6-11—1390/892,1-15=-641/1679,7-11=-782/1668,7-10=-1250/615,8-10=1194/2720 NOTES- , 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h�Of;Cat.II;Exp B;Enclosed;MWFRS(envelope) �O PRO�t� gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 31-5-4 zone;cantilever left and right exposed;end (......?-- Lc'S'svertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 !_`(`j N / 2)TCLL:ASCE 7-10;P1=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 V`v E•T-On 3)Unbalanced snow loads have been considered for this design. 17 4)Provide adequate drainage to prevent water ponding. •82OOPE I 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /� liV 7)Bearing at joint(s)19,20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify . capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) OREGON �� I 19=570,20=642. 9)This truss has been designed for a total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist co of Y,� 201� 6. drag loads along bottom chord from 0-0-0 to 1-0-0 for 3001.0 plf. � 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum MFRRi1.�► V sheetrock be applied directly to the bottom chord. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. RENEWAL DATE:12-31-2021 June 23,2021 AL WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 verity the applicability of design parameters and properly incorporate this design into the overall r} building design. Bracing indicated is to prevent buckling of individual talus web and/or chord members only. Additional temporary and permanent bracing MI{ek' is always required for stability and to prevent collapse wdh possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,sea AN SI?P/1 Quality Criteria,BSB-F9 end BCSI Building Component 250 Klug CircleSolely Information available from Truss Plate Institute,2670 Cram Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type (Ay Ply Timbertech-Dartmouth North 20-D02646 A01 ROOF SPECIAL I 2 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 222021 MITek Industries,Inc.Wed Jun 2311:47:11 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-V9eJgA2SUcFgWj4fYHAC5ENYSIdvFy9lOckGE3z3NtE 111 i 5-10-0 7-1-1 13-5-3 19-9-4 i 26-1-5 29-6-14 5-10-4 1-2-13 6-4-1 6-4-1 6-4-1 3.5.9 Scale=1:51.5 I 6x6 11 0.50112 5x14= 1 21 2 5x7 I 338 II 3 3x4= 4x6= 3x4= 4 5 6 3722 3x4 II 7 89 n m to 18 23 24 17 25 16 26 27 15 28 29 30 14 31 32 13 33 12 34 35 11 10 ' 2x4 14x8 M18SHS= 4x5= 3x4= 324= 3x8 M18SHS= 3z6= 3x5= 3-11-1 5.10-4 10-3-2 16-7-3 ] 22-11-5 29-3-6 29,6714 I1-11-3 -4-1 3-11-1 SPACING- 2-0-0 a 14 -CSI. s o t DEFL. in (loc) B Udell Ud PLATES-0 1 GRIP 0=341 Plate Offsets(X,Y)-- [1:0-5-0,0-3-5],[2:0-4-8,0-2-0],[3:0-5-8,Edge],[8:0-2-0,0-1-4],[12:0-1-8,0-1-81,f16:0-2-4,0-2-0],[18:0-2-0,0-1-01 _ LOADING (psf) TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.64 14-15 >538 240 MT20 185/146 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(TL) -0.92 14-15 >376 240 M18SHS 185/148 ' TCDLBCLL 8.0 0.0 10.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.12 11 n/a n/a BCDL Code IBC2012/1PI2007 Matrix-R Weight:305 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std'Except* BOT CHORD Rigid ceiling directly applied or 5-0-15 oc bracing. 1-17:2x4 DF No.2 OTHERS 2x6 DF No.2 I REACTIONS. (lb/size) 11=2173/0-4-0 (min.0-1-8),20=2125/0-5-8 (min.0-1-8) Max Horz 20=-181(LC 10) Max Uplift 11=1155(LC 11),20=-3048(LC 49) Max Gray 11=2587(LC 48),20=5862(LC 48) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-5643/3178,1-21=-7818/4429,2-21=-7821/4426,2-3—12488/7364, 3-4=-14312/5942,4-5—13000/4204,5-6=-13001/4202,6.7_8747/3371,7-22=-419/200, 8-22=-421/199 1 BOT CHORD 17-25=-7359/12478,16-25=-7359/12478,16-26=-8031/14061,26-27=-8031/14061, 15-27=8031/14061,15-28=-4246/13799,28-29=-4246/13799,29-30=-4246/13799, 14-30=-4246/13799,14-31=4049/11105,31 32=-4049/1 1 1 05,13-32-4049/11105, 13-33=4049/11105,12-33-4049/11105,1234=-2082/4892,34-35=-2082/4892, 11-35=2082/4892 WEBS 1-17=-5456/9521,2-17=-7254/4564,3-15-1030/2575,4-15=-1993/717,4-14=-957/2154, 2-16=-3193/5290,3-16=5821/3925 7-12=-1430/4235,7-11=-4927/2084, �t_yGP R♦�ncss,O NOTES- �� V 9 * 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: V ,T 9` Top chords connected as follows:2x4-2 rows staggered at 0-2-0 oc,2x6-2 rows staggered at 0-3-0 oc. 89QQQPE• Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to /�' ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Q liare..+r ' 3)Wind:ASCE 7-10;Vult=l30mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;f1=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)I .y OREGON Lf11 gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 29-6-14 zone;cantilever left and right exposed;end vertical l► .C.` left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 /O '9 y 14 201 1 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 Ie. MFRR�I.L 5)Unbalanced snow loads have been considered for this design. I6)All plates are MT20 plates unless otherwise Indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPl 1 angle to grain formula. Building designer should verify RENEWAL DATE:12-31-2021 capacity of bearing surface. June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 gingerly incorporate this design into the overall r� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MIIek• 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,seem ANSMPI7 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available fro Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply Timbenech-Dartmouth North I 20-DD2646 A01 ROOF SPECIAL 1 e� L Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar22 2021 MiTek Industries.Inc.Wed Jun 23 11:47:11 2021 Page 2 ID:Uz?6p9Pw3CCW 5KptXKXkgHzFGli-V9eJgA2SUcFgWj4fYHAC5ENYSIdvFy9tOckG E3z3NtE INOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1155 lb uplift at joint 11 and 3048 lb uplift at joint 20. 10) Load case(s)46,47,48,49 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 6-10-4,and 5200 lb down and 5200 Ilb up at 5-10-4 on top chord,and 124 lb down and 101 lb up at 1-1-12,120 lb down and 106 lb up at 3-1-12,120 lb down and 106 lb up at 5-1-12,120 lb down and 107 lb up at 7-1-12,120 lb down and 107 lb up at 9-1-12,120 lb down and 107 lb up at 11-1-12,120 lb down and 108 lb up at 13-1-12,120 lb down and 108 lb up at 15-1-12,120 lb down and 108 lb up at 17-1-12,120 lb down and 109 lb up at 19-1-12,120 lb down and 109 lb up at 21-1-12,120 lb down and 109 lb up at 23-1-12,120 lb down and 109 lb up at 25-1-12,and 120 lb down and 110 lb up at 27-1-12,and 125 lb down and 104 lb up at 29-1-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-8=-66,8-9=66,10-18=-20 IConcentrated Loads(lb) Vert:11=-125(F)12=-120(F)23=-124(F)24=-120(F)25=-120(F)26=-120(F)27=-120(F)28=-120(F)29=-120(F)30=-120(F)31=-120(F)32=-120(F)33=-120(F) 34=-120(F)35=-120(F) 46) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:11—125(F)2=-5200(F)3=5200(F)12_120(F)23=-124(F)24=-120(F)25—120(F)26=-120(F)27=-120(F)28=-120(F)29=-120(F)30=-120(F)31-120(F) 32=-120(F)33—120(F)34=-120(F)35=-120(F) I 47) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18—20(F) Concentrated Loads(Ib) Vert:11=-125(F)2=5200(F)3=-5200(F)12=-120(F)23=-124(F)24=-120(F)25=-120(F)26=-120(F)27=-120(F)28=-120(F)29-120(F)30=-120(F)31=-120(F) 32=-120(F)33=120(F)34=-120(F)35=-120(F) I48) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert 1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:11=-125(F)2=2800(F)3=-2800(F)12=-120(F)23=-124(F)24=-120(F)25=-120(F)26-120(F)27=-120(F)28—120(F)29-120(F)30=-120(F)31=-120(F) I32=-120(F)33=-120(F)34=-120(F)35=120(F) 49) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-8=-16(F),8-9=16(F),10-18=-20(F) Concentrated Loads(Ib) I Vert:11=-125(F)2=2800(F)3=2800(F)12=-120(F)23=-124(F)24=-120(F)25=-120(F)26=-120(F)27—120(F)28=-120(F)29=-120(F)30—120(F)31=-120(F) 32=-120(F)33=-120(F)34=-120(F)35=120(F) • I I I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 budding designer must verily the applicability of design parameters and properly Incorporate this design into the overall R building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and pennanenl bracing M I lek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSf?Pf1 OuaNry Criteria,OSB-69 and BCBI Buf/ding Component 250 Klug Circle Safety Information available from Truss Plate InSt/t le.2670 Crain Highway,Suite 203 Waldorf.MD 20601 Corona,CA 92880 I Job •Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838325 20-0D2646 A02 ROOF SPECIAL 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:43:59 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-PSXcn5eeK4VsRubeoKD_vDFn?kBHkgcb276nWz3Pgk 7-1-1 13-5-3 19.9.4 ] 26-1-5 29-8-14 7-1-1 6-4-1 6-4-1 6-4-13-5-9 Scale=1:51.4 I 4x6= 0.50)12 5x14= 3x5= 1 19 2 3x4= 3x6= 3x4= 0 3 4 5 36720 2x4 II 78 11111 16 15 14 13 12 11 10 9 2x4 I I 4x6= 3x4= 3x4= 3x8 M18SHS= 4x5= 3x5 0 I ' 3-11-1 10-3-2 I 16-7-3 I 22.11.5 I 29-3-6 29]6]14 3-11-1 6-4-1 6-4-1 6.4-1 6-4-I 0-3-8 Plate Offsets(X,Y)-- [1:0-5-0,0-2-13],[6:0-3-4,0-1-8],[10:0-2-4,0-1-8],[11:0-2-0,0-2-0],[14:0-1-12,0-1-8],[15:0-3-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.45 13 >763 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.84 13-14 >411 240 M18SHS 220/195 I TCDL 8.0 Rep Stress'nor YES WB 0.99 Horz(TL) 0.09 10 n/a n/a BOLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:127 lb FT=0% BCDL 10.0 LUMBER- BRACING- , , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc pudins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 5-6-14 oc bracing. OTHERS 2x6 DF No.2 REACTIONS. (size) 10=0-4-0,18=0-5-8 Max Horz 1 B=-180(LC 10) Max Uplift 10=-392(LC 11),18_367(LC 15) Max Gray 10=1424(LC 21),18=1442(LC 21) IFORCES. (Ib)-Max.Comp./Max.Ten.-All tomes 250(Ib)or less except when shown. TOP CHORD 1-18=-1400/375,1-2—1674/481,2-3=-4144/1115,3-5=5188/1373,5-6=-4128/1059 BOT CHORD 14-15=931/3176,13-14=1414/5004,11-13=-1456/5146,10-11=796/2674 WEBS 1-15=-443/1943,2-15=-1881/590,2-14=-215/1185,3-14=-1044/375,3-13=0/283, 5-11=1188/442,6-11=-307/1602,6-10=-2852/874 INOTES- 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h�Oft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 29-6-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 `a�a PR(]�[� 3)Unbalanced snow loads have been considered for this design. [`` S' 4)All plates are MT20 plates unless otherwise indicated. Gj' NG I NEF 4) 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C. V. 9 2 6)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify "9 capaaryofbearingsurface. Q 89200PE r 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(]t=lb) 10=392,18=367. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. —l . �/ •• �` 4fOREGON t�ti¢ <0 IY1420 ti,P I "FRRIL�- RENEWAL DATE:12-31-2021 June 23,2021 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 BEFORE USE. MI 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 papally 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 Ml lek_ 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 ANSYIPI7 Qualify Criteria,DSB-89 and SCSI Building Component 250 pug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838326 20-DD2646 AO2FP1 ROOF SPECIAL 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:01 2021 Page 1 ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-LXtNCngusila411 zIDMh3KIZdoOrifPv3lcDrOz3Pgi 7-I-I 12-0-0 113-5-3 19-9-4 26-1-5 29-6-14 7-I-I 4-10-15 1-5-3 6-4-1 6-4-13-5-9 Scale=1:51.5 I 4x6= 0.50 112 6x12= 4x8 M18SHS= 3x8= 1 1 21 2 4x7 11 3x7 11 4x8 M18SHS= 3 224 5 8 4x9= 3x4 II 7 23 89 9 • 16 17 16 15 x5 13 12 11 10 2z3 4x9= 358= 3x4- 14 3 = 4x8 M185H5= 4x8= 5: = 3.11-1 10-3-2 12-0-0 16-7-3 22-11-5 29-3-6 2916714 ~- -3.11-1 6-4-1 1 1-8-14 4-7-3 6-4-1 6-4-1 03-8 - - - : 4- 24 : 4-8 0-2-0 4:0-3-12 0-1-8 8:0-2-0 0-1-4 11:0-2-8 0-2-12 Plate Offsets(X,Y)-- [1:0 3 8,0.3 9],[2 0 0,0. ],[3 0 L[ 1.I 1.I 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.20 14 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.91 Vert(TL) -0.37 14 >927 240 M18SHS 220/195 I TCDL 8.0 Rep Stress!nor NO WB 0.92 Horz(TL) 0.14 11 n/a n/a BOLL 0.0 Code IBC20121TPI2007 Matrix-R Weight:305 lb FT=0% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, BOT CHORD 2x4 DF No.1&Btr`Except` except end verticals. 10-13:2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 3-4-10 oc bracing. WEBS 2x4 HF Std°Except" 2.17,2-16:2x4 DF No.2 ' OTHERS 2x6 DF No.2 REACTIONS. (size) 11=0-4-0,20w3-5-8 Max Horz 20_181(LC 10) Max Uplift 11-1795(LC 31),20=-2762(LC 31) IMax Gray 11=2848(LC 30),20=3795(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-3723/2739,1-2=-5165/3889,23=-1 631 4/1 3193,3-4=-19765/16316, 4-6=-17597/13695,6-7=-10620/7452,7-8-338/143 BOT CHORD 1 6-1 7=-81 67/1 0433,15-16=16222/19667,14-15=-16402/20047,1 2-1 4=-1 0701/1 4458, 11-12=-3939/5861 WEBS 1-17=-4774/6281,2-17=-6468/5253,2-16=6152/7199,4-15=-3937/3595, 4-14=-2913/3213,6-14=3393/3554,6-12=4383/3709,7-12=3859/5228, 7-11=-6084/41B2,3-15=-28130/3203,3-16-5204/4700 INOTES- ���EO PRQFFUtt.9 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: C NG)N F`C' /O2 Top chords connected as follows:2x4-2 rows staggered at 0-3-0 oc,2x6-2 rows staggered at 0-3-0 oc. w� R '9 Bottom chords connected as follows:2x4-1 row at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. ,_,_-.4 89200PE 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. / /.I,, / 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) -l f��:�•+� gable end zone and C-C Exterior(2)0-7-4 to 3-74,Interior(1)3-7-4 to 29-6-14 zone;cantilever left and right exposed;end vertical C.left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 OREGON �� II 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 5)Unbalanced snow loads have been considered for this design. G/ 4).14 qY 01� 6)All plates are MT20 plates unless otherwise indicated. O e- 1 4 �P 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ME'p R I1.�- 8)Bearing at joint(s)20 considers parallel to grain value using ANSI/FPI 1 angle to grain formula. Building designer should verify rrll n capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) RENEWAL DATE:12-31-2021 11=1795,20=2762. June 23,2021 10) Load case(s)28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the II! .- . A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE USE. / Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing Indicated {�is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MN M I lek' 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 ANSUTP/1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle SafetyInformation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 ' Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838326 20-DD2646 AO2FP1 ROOF SPECIAL 2 2 Job Reference(optional)___ Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:01 2021 Page 2 ' ID:UzP6p9Pw3CCW5KpiXKXkgHzFGli-LXtNCngusila411zIDMh3KIZdoOrlfPv3tcDrOz3Pgi NOTES- 11)Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 13-0-0,and 5200 lb down and 5200 lb up at 12-0-0 on lop chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 28) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8—16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:3=-5200(F)22=5200(F) 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 1 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18a20(F) Concentrated Loads(Ib) Vert:3=5200(F)22=-5200(F) 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:3=-2800(F)22=-2800(F) 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=16(F),8-9=-16(F),10-18=-20(F) ' Concentrated Loads(Ib) Vert:3=2800(F)22=2800(F) I I I • I I I I I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7475 rev.5/19/2020 BEFORE USE. 11 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 Ml lek' ' 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 tresses and truss systems,see ANSI?PB Quality Criteria,DSB 89 and BCSI Building Component 250 Krug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona.CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North �f K9838327 20-DD2646 AO2FP2 ROOF SPECIAL 2 2 Job Reference(optional) _ Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:03 2021 Page 1 I ID:Uz?6p9PW3CCW5KptXKXkgHzFGli-Hvn7cSh90J71KcBMteP9810whc31DdlCWBSKwHz3Pgg 7-1-1 l 13-5-3 l 19.9.4 20.9-41 26-1-5 29-6-14 7-1-1 6-4-1 6.4-I 1-0-0 5-4-1 3-5-9 Scale=1:51.7 I 4x6= 0.50112 6x10= 4x8 M18SHS II 4x8 it 9 1 21 326 3x7= 4x8 M18SHS= 3 4 5 6 5x8 M18SH5= 3x4 II e 722 89 n ,.3.?1 18 17 16 15 14 13 2 11 10 2x3 3x5= 3x6= 4x8 M18SH5= 3x7= 4x4= 4x8 M18SHS= ex = I 3-11-1 I 10.3.2 + 16-7-3 20-9-4 22-11-5 29-3-6 2916714 1 3-11-1 6-4.1 6-4-1 4-2-1 2-2-1 6-4-1 0-3-8 I Plate Offsets(X,Y)-- [1:0-1-8,0-3-9],[5:0-4-12,0-2-0],[6:0-5-8,Edge],[7:0-4-0,0-3-0],[8:0-1-13,0-0-8],[11:0-4-0,0-3-0],[13:0-1-12,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/def1 L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.20 14 >999 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.97 Vert(TL) -0.38 14-16 >910 240 M18SHS 185/148 TCDL 8.0 Rep Stress!nor NO WB 0.70 Horz(TL) 0.15 11 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:303 lb FT=0% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc puffins, BOT CHORD 2x4 DF No.2*Except* except end verticals. 10-15:2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 3-3-4 oc bracing. WEBS 2x4 HF Std`Except' 7-12,7-11:2x4 DF No.2 OTHERS 2x6 DF No.2 REACTIONS. (size) 11=0-4-0,20=0-5-8 Max Horz 20=-181(LC 10) Max Uplift 11=331 I(LC 31),20�1246(LC 31) Max Gray 11=4364(LC 30),20=2279(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-2232/1251,1-2=-3078/1802,2-3=-9499/6378,3-5=-16860/12963, 5-6=20757/17106,6-7=-16503/13337,7-8=-411/221,8-11=-268/152 ' BOT CHORD 16-17=3857/6135,14-16=-9427/13073,13-14—17151/20912,12-13=-17087/20735, 11-12=-7180/9088 WEBS 1-17=-2220/3728,2-17=-3754/2525,2-16=-3084/4116,3-16=-4232/3610, 3-14=-4163/4457,5-14=-4628/4780,6-12=-5380/4767,7-12=-6763/8146, 7-11=-9555/7664,6-13=-4073/4325,5-13—4979/4753 INOTES- ,` :(% PRQFFss 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: NCO CC-- NG(�J(_ 4,1 Top chords connected as follows:2x4-1 row at 0-2-0 oc,2x6-2 rows staggered at 0-3-0 oc. [7 R Bottom chords connected as follows:2x4-1 row at 0-7-0 oc. 4C/ -j� IWebs connected as follows:2x4-1 row at 0-9-0 oc. Q 892D. v 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=l3omph Vasd=103mph;TCDL=4.2psf;BCDL�.Opsf;h=60ft;Cal.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 29-6-14 zone;cantilever left and right exposed;end verticalCi ��"left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 OREGON �/¢ 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 �` A_ Y �n ,C 5)Unbalanced snow loads have been considered for this design. /O q 1 Z� V S-�' 6)All plates are MT20 plates unless otherwise indicated. eI Q` 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MEAR MN. ' 8)Bearing at joint(s)20 considers parallel to grain value using ANSI/1'P!1 angle to grain formula. Building designer should verify rl capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) RENEWAL DATE:12-31-2021 11=3311,20=1246. June 23,2021 10) Load case(s)28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the D WARNING-Veriy my wit parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 4v rev. ilding com BEFORE USE. • Design valid for use only with MTek®g designer ors.This design a based only upon parameters shown, properly Is for an I incorporate al building component,not ' a truss system.Before use,the building designer must verily the applicability of design parameters and properly irporat 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 NI iTek• ' is always required for stability and to prevent collapse Mk possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSt?PII Quality Criteria,O58-e9 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 21M01 Corona,CA 92880 JobI Truss Truss Type Qty Ply Timbertech-Dartmouth North �f K9838327 20-DD2646 AO2FP2 ROOF SPECIAL 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 2311:44:03 2021 Page 2 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-Hvn7c5h9OJ?IKcBMteP981Owhc3lDdLCWB5KwHz3Pgg NOTES- 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 20-9-4,and 5200 lb down and 5200 lb up at 19-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. ILOAD CASE(S) Standard Except: 28) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=16(F),10-18=-20(F) IConcentrated Loads(Ib) Vert:5=-5200(F)6=5200(F) 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8—16(F),8-9=-16(F),10-18=-20(F) IConcentrated Loads(Ib) Vert:5=5200(F)6=-5200(F) 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),B-9=-16(F),10-18=-20(F) I Concentrated Loads(Ib) Vert:5=-2800(F)6=-2800(F) 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8_16(F),8-9=-16(F),10-18=-20(F) I Concentrated Loads(Ib) Vert:5=2800(F)6=2800(F) I I I I I I A WARNING-Venty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.511 e/2020 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 verily the applicability of design parameters end properly Incorporate this design into the overall truss building design. Bracing indicated Is to prevent buckling of individual Ines web endlor chord members only.Additional temporary and permanent bracing e 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 end bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available fro Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North 2 K9838328 20-D02646 AO2FP3 ROOF SPECIAL 1 Job Referencesoptional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:04 2021 Page 1 ' ID:Uz76p9Pw3CCW5KpkgHzFGli-16KVgoin9d79xmmYRMwOhzwBgOTny2DLlrgtSjz3Pgf I 5-10 4 7-1-1 3 5-3 tXKX 19-9-4 26-1-5 29-6-14 5-10-4 1-2-13 6-4-1 6-4-1 6-4-1 3-5-9 Scale=1:51.4 1 - 4x6= 0.50 112 I 5x14= 5z7 II 3x7 II i 1 21 2 3 3x4= 4x6= 3x4= 4 5 6522 3x4 II 7 89 \` m I- ' 18 17 16 15 14 13 12 1` 10 2x3 4x9 4x4= 3x4= 3x4= 3x8 M185HS= 3x4= 3x4= I I 3-11-1 15-10-4 I 10-3-2 I 16-7-3 22-11-5 I 29-3-6 29]6]74 3-11-1 1-11-3 4-4-14 6-4-16-4-1 6-4-1 0-38 Plate Offsets(X,Y)-- [1:0-5-0,0-3-5],[2:0-4-8,0-2-4],[3:0-44,0-1-8],[1B:0-1-8,0-1-8],[17:0-4-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.21 14 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(TL) -0.40 14-15 >871 240 M18SHS 220/195 I TCDLBCLL 8.00.0 Rep Stress Incl. NO WB 0.79 Horz(TL) 0.11 11 rb/a n/a BCDL 10.0 Code IBC2012ITP12007 Matrix-R Weight:305 lb FT=O% LUMBER- BRACING- ' TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc pudins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except' BOT CHORD Rigid ceiling directly applied or 4.2.13 oc bracing. 1-17:2x4 DF No.2 OTHERS 2x6 DF No.2 ' REACTIONS. (size) 11=0-4-0,20=0-5-8 Max Horz 20=-181(LC 10) Max Uplift 11=-619(LC 31),20=-3938(LC 31) Max Gray 11=1671(LC 30),20=4971(LC 30). ' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-4892/3935,1-2=6757/5502,2-3=-10900/8967,3-4=-11681/8581,4-6=-9675/5758, 6-7—6037/2875 BOT CHORD 16-17=-8960/10892,1 5-1 6=-9904/1 21 97,14-15=-7206/10847,12-14—4315/8069, ' =611-12=-1460/3383 WEBS 1-17748/8240,2-17—6437/5385,3-15=-650/1637,4-15=-1611/968,4-14=-1396/1717, 6-14— =3 1635/1818,6-12=-2322/1645,7-12=-1553/2915,7-11491/1588, 2-16=-3858/4624,3-16=-5246/4495 NOTES- '\��EO PROFESS 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-2-0 oc,2x6-2 rows staggered at 0-3-0 oc. C?� �NG(N�E9 /0 Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. -y 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 89200PE ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 29-6-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 • 5)Unbalanced snow loads have been considered for this design. OREGONtx ��(J 6)All plates are MT20 plates unless otherwise indicated. G/ Al Q h 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q /�J Y 7 4 r 2 0,Q4 8)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify " -R R l L\-- capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) 11=619,20=3938. RENEWAL DATE: 12-31-2021 10) Load case(s)28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the June 23,2021 intended use of this truss. t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not mil a truss system.Before use,the buildng 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 andior chord members only.Additional temporary and permanent bracing i1AiTek- 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 ANS!?PI7 Qualify Cr feria,OS&89 end BC51 Building Component 250 Klug Circle Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldod,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838328 20-DD2848 AO2FP3 ROOF SPECIAL 1 �f L Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:04 2021 Page 2 I D:Uz?8p9Pw3CC W 5KptXKXkq HzFGli-16KVgoin9d79xmmYR MwOhzwBgOTny2DLlrgtSjz3Pgf I NOTES- 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 6-10-4,and 5200 lb down and 5200 lb up at 5-10-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. I LOAD CASE(S) Standard Except: 28) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10.18=-20(F) Concentrated Loads(Ib) I Vert:2=-5200(F)3=5200(F) 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Veil:1-8—16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) I Vert:2=5200(F)3=-5200(F) 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Veit 1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) I Vert:2=-2800(F)3=-2800(F) 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Unifoml Loads(plf) Vert:1-8�16(F),8-9=-16(F),10.18=-20(F) Concentrated Loads(Ib) ' Vert:2=2800(F)3=2800(F) • I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTel�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 MI l7� ek' • is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPN Quality Criteria,09899 and BCSI Building Component 250 Klug Circle Safety Miormatfon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 2060t Corona,CA 92880 IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North 20-DD2646 A02RTU-C'.Ond1 ROOF SPECIAL 4 1 K9838329 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:07 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli•AgOeSgkfRYVkoDV76UT5JbYf0DYs9N3oRp3X32z3Pgc 7-1-1 I 13-5-3 19-9-4 I 26.1.5 29-6-14 7.1-1 6.4-I 6.4.1 6-4-1 3-5-9 Scale=1:53.1 I 4x6= 0.50)12 • I 6x12= 3x7= 1i 19 2 3x4= 4x7= 3 3x4= 4 5 20 3x12— 4x5= 621 78 I1 I I 16 15 12 11 70 9 �1 3x4 3x8= 3x6 x6= 3x4x4= 6x10 M18SHS= 3x8= 4x8 M18SHS— I I I 3-11-1 I 1 1 22-11-5 29-3-6 29]6]74 — -- 311-1 6-4-1 d-1 6-4-1.4-1 6-4-1 6-4-1 0-3-8 Plate Offsets(X,Y)-- [1:0-3-8,0-3-9I,[2:0-3-4,0-1-8],[5:0-1-12,0-1-8],[7:0-0-8,0-1-12],[11:0-3-8,0-1-8],[14:0-2-8,0-1-8],[15:0-2-12,0-1-8] LOADING (pat) SPACING- 2-0-0 CST. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 IC 0.67 Vert(LL) -0.32 13 >999 240 MT20 185/148 t (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(TL) -0.73 13 >471 240 M18SHS 185/148 TCDL 8.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.06 10 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:173 lb FT=O% BCDL _ 10.0 LUMBER- BRACING- [MCT] I TOP CHORD 2x6 DF No.2*Except' TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins, 1-4:2x6 DF 1800E 1.6E except end verticals. BOT CHORD 2x6 DF 2500F 2.2E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std*Except 7-10,1-15,2-15,2-14,6-11:2x4 DF No.2 IOTHERS 2x6 OF No.2 REACTIONS. (size) 10=0-4-0,18=0-5-8 Max Horz 18=-178(LC 10) Max Uplift 10=-143(LC 11),1B=-216(LC 15) IMax Gray 10=1674(LC 21),18=1593(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-1526/230,1-2=-1988/293,2-3=-5121/498,3-5=-6565/487,5-6=-5257/311, 6-7=-326/33 I BOT CHORD 14-15=-548/3826,13-14=-536/6340,11-13=-568/6548,10-11=-221/3544 WEBS 1-15=-188/2249,2-15=-2242/342,2-14=0/1552,3-14=-1440/66,3-13=0/321, 5-11=-1476/281,6-11=-10611846,6-10=-3512/200 NOTES- , 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) nEr PRQr gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 29-6-14 zone;cantilever left and right exposed;end vertical ,`�`` r5's left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��CO �Ni I N��R /Dye 2)TCLL:ASCE 7-10;Pt=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. I 4)400.OIb AC unit load placed on the top chord,18-6-13 from left end,supported at two points,10-0-0 apart. 89200PE CC 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` / 7)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 441119 capacity of bearing surface. Cr I 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) OREGON 4!/ 10=143,18=216. i 9L w_ 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /Q"�,q 1'f 4 ZOO -4- � RRI��-8 RENEWAL DATE:12-31-2021 June 23,2021 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with Welke 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 verifythe applicabilityof design parameters and properlyincorporate this design into the overall t� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml IT bpit uilding always required for stability and to prevent collapse with possible personal injury and propertydamage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPIr Ow/ity Criteria,OSBA9 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Cram Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North COnd2 K9838329 20-DD2646 AO2RTU- ROOF SPECIAL 4 1 • Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 S Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:07 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-AgOeSgkfRYVkoDV76UT5JbYcYDUD9R3oRp3X32z3Pgc 7-1-1 13-5-3 19-9-4 26-1-5 29-6-14 7-1-1 6-4-1 6-4-1 6-4-1 3-5-g Scale=1:53.1 I 4x6= 0.50112 I 6x12= 1 3x7= 1 19 2 3x4= 4x7= 3x4= 3 4 5 3z12= 4x5= 20 6 21 78 1m 16 15 14 13 12 11 10 9 3x4 II 3x8= 3x6= 3x4= 6x10 M16SHS= 3x8= 4x8 M18SHS_. I I 3-11-1 10-3-2 I 16-7-3 22-11-5 29-3-6 29�6]14 3-11-1 6-4-1 6-4-1 6-4-1 6-4-1 0-3-8 Plate Offsets(X,Y)-- [1:0-3-8,039],[2:0-3-4,0-1-B],[5:0-1-12,0-1-8],[7:D-0-8,0-1-12],[11:0-3-8,0-1-8],[14:0-2-8,0-1-8],[15:0-2-12,0-1-8] • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.32 13 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.72 Vert(TL) -0.99 13 >349 240 M185HS 185/148 TCDL 8.0 Rep Stress Inc/ NO WB 0.65 Horz(TL) 0.08 10 n/a n/a BCLL 0.0 Code IBC2012lfPI2007 Matrix-FtWeight:173 lb FT=O% BCDL 10.0 LUMBER- BRACING- [MCi] I TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 1-11-5 oc purlins, 1-4:2x6 OF 1800F 1.6E except end verticals. • BOT CHORD 2x6 OF 2500F 2.2E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std*Except* WEBS 1 Row at midpt 6-10 7-10,1-15,2-15,2-14,6-11:2x4 DF No.2 IOTHERS 2x6 DF No.2 REACTIONS. (size) 10=0-4-0,18=0-5-8 Max Horz 1B_151(LC 10) Max Gray 10=2056(LC 21),18=1824(LC 21) IFORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. - TOP CHORD 1-18=-1751/0,1-2—2310/0,2-3=•6236/0,3-5=-8526/0,5-6=-6874/0,6-7=-420/0 . BOT CHORD 14-15=0/4482,13-14=0/7963,11-13=0/8883,10-11=0/4360 WEBS 1-15=0/2626,2-15=-2647/0,2-14�/2107,3-14=-2033/0,3-13=0/698,5-13=-439/0, I 5-11=-2282/0,6-11=0/2723,6-10=4300/0 NOTES- 1)Wind:ASCE 7.10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60f;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 I2)C-C wind load user defined. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 4)Unbalanced snow loads have been considered for this design. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I7)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27 has/have.been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ILOAD CASE(S) 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-66,3-20=-166,7-20=-66,7-8=-66,9-16=-20 I2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1.3=53,3-20=153,7-20=-53,7-8=-53,9-16=-20 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. la • Design valid for use only with MTekB 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 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 MiTeIC I is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rp/f Quality Cr1 via,DSBd9 and SCSI Building Component 250 Mg Circle Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20801 Corona,CA 92880 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North Cond2 K9838329 20-DD2646 A02RTU- ROOF SPECIAL 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:07 2021 Page 2 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-AgOeSgldRYVkoDV76UT5JbYCYDUD9R3oRp3X32z3Pgc LOAD CASE(S) 3)Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(ell) Vert:1-3=-27,3-20=-127,7-20=27,7-8=-27,9-16=-20 4) Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-65,3-20=-165,6-20-65,6-7=-54,7-8=53,9-16=-20 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-16,3-20=-116,7-20=-16,7-8=-16,9-16=-40 6)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-17=76,1-19=33,3-19=26,3-20=-74,7-20=26,7-8=21,9-16=-12 Horz:1-16=18,1-17=76,1-19=41,7-19=35,7-8=29,7-10=33 7)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=45,1-3=26,3-20}74,20-21=26,7-21=33,7-8=-8,9-16=-12 Horz:1-16=-33,1-17=-45,1-21=35,7-21=41,7-10=-18 I 8)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-30,1-3=-28,3-20=128,7-20-28,7-8=-22,9-16=-20 Horz:1-16=21,1-17=30,1-7=-12,7-8=-6,7-10=-30 9)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-17=45,1-3=-28,3-20=-128,7-20=-28,7-8-IS,9-16=-20 Horz:1-16=30,1-17=-45,1-7=-12,7-10=21 10) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-49,1-3=14,3-20=-86,7-20=14,7-8=9,9-16=-12 Horz:1-16=16,1-17=49,1-7=23,7-8=17,7-10=21 11) Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=49,1.3=32,3-20=-68,7-20=32,7-8=26,9-16=-12 ' Horz:1-16=-21,1-17=-49,1-7=40,7-8=34,7-10=16 12) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-49,1-3=-5,3-20=-105,7-20=5,7-8=1,9-16=-20 Horz:1.16=28,1-17=49,1-7=11,7-8=17,7-10=10 • 13) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-17=49,13=13,3-20=-87,7-20=13,7-8=18,9-16=-20 Horz:1-16-10,1-17=-49,1-7=29,7-8=34,7-10=-28 14) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 1 Uniform Loads(plf) Vert:1-17=32,1-3=14,3-20=-86,7-20=14,7-8=9,9-16=-12 Horz:1-16=14,1-17=-32,1-7=23,7-8=17,7-10=20 15) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-17=32,1-3=32,3-20=-68,7-20=32,7-8=26,9-16=-12 Horz:1-16=-20,1-17=-32,1-7=40,7-8=34,7-10=-14 16) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=32,1-3=9,3-20=-91,7-20=9,7-8=3,9-16=-12 ' Horz:1-16=7,1-17=-32,1-7=18,7-8=12,7-10=15 17) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pH) Vert:1.17=32,1-3=20,3-20=80,7-20=20,7-8=14,9-16=-12 Horz:1-16=-15,1-17=-32,1-7=28,7-8=22,7-10=-7 18) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=32,1-3=-5,3-20=-105,7-20=-5,7-8=1,9-16=-20 Herz:1-16=25,1-17=-32,1-7=11,7-8=17,7-10=8 19) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(pit) Vert:1-17=32,1-3=13,3-20=-87,7-20=13,7-8=18,9-16=-20 Horz:1-16=8,1-17=-32,1-7=29,7-8=34,7-10=-25 20) Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:13=-31,3-20=-131,7-20=-31,7-8=31,9-16=-20 21) Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-B1,3-20=-181,6-20=-81,6-7=-66,7-8=-66,9-16=-20 22) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=16,3-20-116,7-20=-16,7-8=-16,9-16=-20 23) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 rA WARNING-Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing We I is always required for stability and to prevent collapse with possfile personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trumes and buss systems.see ANSITPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob 'Truss Truss Type Oty Ply Timbertech-Dartmouth North Cond2 K9838329 20-DD2646 A02RTV- ROOF SPECIAL 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 a Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:07 2021 Page 3 I ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-AgOeSgkfRYVkoDV76UT5JbYcYDUD9R3oRp3X32z3Pgc LOAD CASE(S) Uniform Loads(plf) Vert:1-17=-36,1-3=-45,3-20=-145,7-20=-45,7-8=-41,9-16=-20 IHorz:1-16=21,1-17=36,1-7=8,7-8=13,7-10=7 24) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=36,1-3=-32,3-20=-132,7-20=32,7-8=-28,9-16=-20 Horz:1-16=-7,1-17=-36,1-7=21,7-8=26,7-10=-21 I25) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-17=24,1�-45,3-20=-145,7-20=-45,7-8=-41,9-16=-20 Horz:1-16=19,1-17=-24,1-7=8,7-8=13,7-10=6 26) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=24,1-3=-32,3-20=-132,7-20=-32,7-B=-28,9-16=-20 Horz:1-16=-6,1-17=-24,1-7=21,7.8=26,7-10=-19 27) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) ' Vert:1-3=-56,3-20=-156,7-20=56,7-8=-56,9-16=-20 I I I I I I I I , I I. WARNING-Verily parameters and READ NOTES ON THIS ANDINCLUDEDun a MITEK REFERENCE PAGE rev. building nORE USE. MI Design valid for use only with MRek®conneotors.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 r� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MlfTek- Is always required for stability and to prevent collapse with possible personal Injury end property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS!?PI7 Quality Criteria,DSB-89 and SCSI Building Component 250 Mug Circle Safety Informal/on available from Truss Plate Institute,2670 Grain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838330 20-DD2646 A03 ROOF SPECIAL 3 1 Job Reference(optional) Predsion Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:08 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-etaOgAIHCrdbQN4JgB_Krp5mxdoWuuTxgTo5bUz3Pgb Brit-7 15-3-8 21-7-9 25-1-2 8-11-7 6-4-1 6-4-1 3.5-9 Scale=1:43.5 I 4x6= 6x12= 0.50112 i 1 3x4= 17 2 3x4= 3x6= 36 4 3 x = 2x4 II 4 5 18 19 67 ° m ' 14 13 12 11 10llllll 98 3x4 4x6= 3x4= 3x4= 3x6= 3x5— I 5-9-6 I 12-1-7 i 18-5-9 24-9-10 25-1I-2 5-9-6 6-4-1 6-4-1 6-4-1 01318 I Plate Offsets(X,Y)— [1:0-5-4,0-3-0],[11:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.27 11-12 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.84 Vert(TL) -0.53 11-12 >552 240 TCDLBCLL 8.00.0 Rep Stress Inc/ YES WB 0.64 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:109 lb FT=O% LUMBER- BRACING- TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except` BOT CHORD Rigid ceiling directly applied or 5-10-8 oc bracing. 1-13:2x4 DF No.2 OTHERS 2x6 DF No.2 I REACTIONS. (size) 9=0-4-0,16=0-5-8 Max Horz 16=-182(LC 12) Max Uplift 9=-334(LC 11),16=-306(LC 15) Max Gray 9=1208(LC 21),16=1202(LC 21) • FORCES. (Ib)-Max.Comp,/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-1137/344,1-2=-2129/592,2-3=3710/1006,3-5=-3261/839 BOT CHORD 12-13=-998/3299,11-12=-I145/3921,9-11=-680/2224 WEBS 1-13=-455/2063,2-13=-1415/503,2-12=-13/476,3-12=-258/166,3-11=-775/337, I 5-11=-191/1139,5-9=-2365/752 NOTES- 1)Wind:ASCE 7-10;Vult=l3omph Vasd=103mph;TCDL=4.2psf;BCDL�.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 25-1-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 1 P R t7 [- 2)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ,�4� .Ci 'd 5 3) Unbalanced snow loads have been considered for this design. �Cj NG1N4- /�2 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (O �C. 19 5)Bearing at joints)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��4 -9l Icapacity of bearing surface. '9200P 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=334,16=306. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,/ — ' 6 4,OREGONbg ,Q �O R 1'14 20 P• MFRRII.-0 RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. 11! Design valid for use only with MReloS connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the bullring 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 Ilit AAiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Ifabrication,storage,delivery,erection and bracing m trusses and truss systems,see ANSgrPN Quality Criteria,OSB-99 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply Timbertech-Dartmouth North I �f K9838331 20-DD2646 AO3FP ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:09 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-6380tWmwz9lR2XfWDvVZO0d2_1 BBdMp5u7Ye8wz3Pga 22-6-0 8-11-7 53-8 21-6-0 2177i-9 25-1-2 1 6-11-7 6-4-1 6-2-8 0-Y-9 2-7-2 0-10-7 Scale=1:44.9 I 4x6= 4x10= 0.50112 1 i K 1 19 3x4= 5x8 M18SHS II 2 3x4= 5x6=3x8 3 4x4II 4 5 206 21 78 76 t5 x4 13 12 11 10 9 2x3 II 3x4= 14 3x4= 3x4= 3x8 M18SHS= 4x4= 5x8 M18SHS= I 5-9-6 12-1-7 18-5-9 22-6-0 24-9-10 21-1 2 5-9-6 6-4-1 6-4-1 4-0-7 2-3-10 0-3-8 Plate Offsets(X,Y)-- [1:0-2-0,0-1-13],[5:0-4-12,0-1-8],[6:0-4-12,0-2-8],[10:0-4-0,0-3-0],[11:0-1-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.12 14 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.69 Vert(TL) -0.24 13-14 >999 240 M18SHS 185/148 TCDL 8.0 Rep Stress herNO WB 0.64 Horz(TL) 0.07 10 Na n/a BCLL 0.0 Code IBC20121TPI2007 Matrix-R Weight:255 lb FT=O% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2I TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc puffins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except* BOT CHORD Rigid ceiling directly applied or 4-8-6 oc bracing. 6-10:2x4 DF No.2 OTHERS 2x6 DF No.2 I REACTIONS. (size) 10 0-4-0,18=0-5-8 Max Horz 18=-183(LC 10) Max Uplift 10=-4502(LC 31),18=-306(LC 15) Max Gray 10=5393(LC 30),18=1202(LC 21) IFORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=1135/344,1-2=-2397/745,2-3=5410/2576,3-5=-8389/5854,5-6—8092/6846, 6-7=-499/420,7-10=481/384 BOT CHORD 15-16=166/265,14-15=-1488/3866,13-14=-4067/6936,11-13=-7985/9681, 1 10-11=-6843/8091 WEBS 1-15=-846/2497,2-15=-1737/881,2-14=-1279/1816,3-14=-1744/1704,3-13=-2030/1648, 5-13=-1441/2370,6-10=-8930/7557,6-11=-3544/4289,5-11=-5147/4351 NOTES- I1)2-ply truss to be connected together with 10d(0.131°x3")nails as follows: ��0 P R are S Top chords connected as follows:2x4-1 row at 0-3-0 oc,2x6-2 rows staggered at 0-3-0 oc. � s Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Gj �xG(N E'`t:n /, Webs connected as follows:2x4-1 row at 0-9-0 oc. ,7 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Q 41.4 89200PE 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=601t;Cat.II;Exp B;Enclosed;MWFRS(envelope) / gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 25-1-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I� 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 I5)Unbalanced snow loads have been considered for this design. 7OREGON �(Ie 6)All plates are MT20 plates unless otherwise indicated. L- A_ 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. /Q"nq y 1 01 8)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Z 6Q` capacity of bearing surface. 4FARi��- V I9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) al 10=4502,18=306. 10) Load case(s)28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the RENEWAL DATE:12-31-2021 intended use of this truss. June 23,2021 11) Graphical puriin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTel/Sr 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 verifythe applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web anrYor chord members only.Additional temporary and permanent bracing MiTek' INN 250 Klug Circle 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 ANSYPPII Quality Criteria,DOS-B9 and SCSI Building Component Safety Information available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply Timbertech-Dartmouth North 111 K9838331 20-DD2646 AO3FP ROOF SPECIAL 1 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:09 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-638otWmwz91R2X(WDvVZO0d2_1 BBdMp5u7Ye8wz3Pga NOTES- 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 22-6-0,and 5200 lb down and 5200 lb up at 21-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. I LOAD CASE(S) Standard Except: 28) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=16(F),7-8=-16(F),9-16=-20(F) Concentrated Loads(Ib) IVert:5=-5200(F)6=5200(F) 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=-16(F),7-8=-16(F),9-16=-20(F) Concentrated Loads(Ib) IVert:5=5200(F)6=-5200(F) 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-7=-16(F),7-8=-16(F),9-16=-20(F) Concentrated Loads(Ib) IVert:5=-2800(F)6=2800(F) 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=-16(F),7-8=-16(F),9-16=-20(F) Concentrated Loads(Ib) Vert:5=2800(F)6=2800(F) • I r I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/18l2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPN Duality Cr terria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona.CA 92880 I Job Truss Truss Type 'Oty Ply Timbertech-Dartmouth North K9838332 20-DD2646 AO3FPDT ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:44:12 2021 Page 1 ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-WellXVX00G480v7N5v13HOWVPECugIZXa4M1kFz3PgX z2-6-0 6-I1-7 I 15-3-6 21-6-0 6-2-8 21770-Y-91-9 25-1-2 8.11.7 lid-1 2-7-2 0-10-7 Scale=1:44.9 I 4x6= 4x10= 0.50I 12 ' 1 3x4= 2 3x4= 5x6— 5x8 M18SHS II 3 3x8 I I 4x4 I I 4 5 206 21 78 i - a, o e 19 Ii•- 16 15 14 13 12 11 '9 3x4= 3x4= 3x4= 3x8 M18SHS= 10 3x4 4x4= 5x8 M18SH8= I 5-9-6 I 12-1-7 18-5-9 22-6-0 [ 24-9-10 2�-1r2 Plate Offsets(X,Y)-- [1:0-2-0,0-1.13],[5:0-4-12,0-1-8],[6:0-4-12,0-8],[10:0-4-0,0-3-0],[11:0-1-12,0-2-0] 6-4-1 4-0-7 2-3-10 0-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.12 14 >999 240 MT20 185/148 (Roof Snow=25.0) I Lumber DOL 1.15 BC 0.69 Vert(TL) -0.2413-14 >999 240 M18SHS 185/148 TCDL 8.0 Rep Stress InaNO WB 0.64 Horz(TL) 0.07 10 Na n/a BOLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:256 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc puffins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except' BOT CHORD Rigid ceiling directly applied or 4-8-6 oc bracing. 1-16,6-10:2x4 DF No.2 OTHERS 2x6 DF No.2 IREACTIONS. (size) 104-4-0,18=0-5-8 Max Horz 18=2266(LC 38) Max Uplift 10=4502(LC 73),18=-392(LC 48) Max Gray 10=5393(LC 72),18=1202(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 1-18—1135/449,1-2=-2637/1688,2-3=-5410/2576,3-5=-8389/5854,5-6=-8092/6846, 6-7=499/420,7-10=481/384 BOT CHORD 15-16=-1472/1439,14-15=-1893/3866,13-14=-4067/6936,11-13=-7985/9680, ' 10-11=-6843/8091,9-10=-813/813 WEBS 1-15=-847/2494,2-15=-1737/881,2-14=1279/1816,3-14=-1744/1703,3-13=-2030/1647, 5-13=-1441/2370,6-10=-8930/7557,6-11=-3544/4289,5-11=5147/4351 NOTES- c D PROF 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: 4�` �s Top chords connected as follows:2x4-1 row at 0-4-0 oc,2x6-2 rows staggered at 0-3-0 oc. 4 G C Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. 44�Gj� `1AG(N 4., s/0 Webs connected as follows:2x4-1 row at 0-9-0 oc. v ,7 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to17, ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 89200PE 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-0 to 3-7-4,Interior(1)3-7-4 to 25-t-2 zone;cantilever left and right exposed;end vertical left /•/. and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 _ill 494111' 4)TCLL ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.0000 ,I. I5)Unbalanced snow loads have been considered for this design. 7w_OREGON /� 6)All plates are MT20 plates unless otherwise indicated. 4.7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / •y9Y �N 8)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Q f 4 2 0.Q` capacity of beating surface. ME'A R i o- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=4502,18=392. 10) Load case(s)70,71,72,73 has/have been modified.Building designer must review loads to verify that they are correct for the RENEWAL.DATE:12-31-2021 intended use of this truss. June 23,2021 11) This truss has been designed for a total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milli*.Is always required for stability end 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/Wit Quality Criteria,DSB-89 end BC5/Building Component 250 Klug Circle Safety Information available from Tress Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply Tlmbertech•Dartmouth North I �f K9638332 20-DD2646 AO3FPDT ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:12 2021 Page 2 IID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-WepXVXooG480v?N5v13H0fFVPECugZXa4mIkFz3PgX NOTES- 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 22-6-0,and 5200 lb down and 5200 lb up at 21-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 70) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1.7=-16(F),7-8=-16(F),9-16=-20(F) I Concentrated Loads(Ib) Vert:5=5200(F)6=5200(F) 71) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7—16(F),7-8=-16(F),9-16=20(F) I Concentrated Loads(Ib) Vert:5=5200(F)6=-5200(F) 72) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7—16(F),7-8=-16(F),9-16=-20(F) I Concentrated Loads(Ib) Vert:5=-2800(F)6=-2800(F) 73) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7—16(F),7-8=-16(F),9-16=-20(F) I Concentrated Loads(Ib) Vert:5=2800(F)6=2800(F) I !I I I I I I I : o A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with Mired)connectors.This design is based ory 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 iTek' is always required for stability end to prevent collapse with possible personal injury and popery damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSOTP/f Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20001 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838333 20-DD2646 A04 ROOF SPECIAL 12 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:13 2021 Page 1 ' I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-?gNvjtp010GtX8yHSIaWYt ogneTX28agpkWrHiz3PgW 5-1-1 11-5-3 17-9-4 24-1-5 27-6-14 5-I-1 6-4-1 6-4-1 6-4-1 3-5-9 Scale:1/4"=1' I 4x6= 0.50 La 6x10= ' 7 1 19 3x5= 2 334-= 3x4= 3x6= 4 5 67 20 2x4 II 78 • ' 16 15 14 13 12 11 iD 9 2x3 I I 4x4= 3x4= 3x4= 3x8 M18SH5= 3x5= 4x5— I 1-11-1 II 8-3-2 14-7-3 20-11-5 27-3-6 2776114 1-11-1 6-4-1 6-4-1 6-4-1 6-4-1 0-3.8 I Plate Offsets(X,Y)-- [1:0-3-4,0-3-0],[2:0-2-4,0-1-8],[11:0-1-12,0-1-B],[14:0-1-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TO 0.71 Vert(LL) -0.37 13 >859 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.98 Vert(TL) -0.70 11-13 >459 240 M18SHS 220/195 TCDL 8.0 Rep Stress Ina YES WB 0.72 Horz(TL) 0.09 10 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:120 lb FT=0% LUMBER- BRACING- , ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2.2.4 oc puffins, BOT CHORD 2x4 OF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x6 DF No.2 • I REACTIONS. (size) 10-0-4-0,18=0-5-8 Max Horz 18=-181(LC 12) Max Uplift 10=-366(LC 11),18=340(LC 15) Max Gram 10=1326(LC 21),18=1335(LC 21) IFORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-1328/353,1-2=-693/235,2-3=-3255/887,3-4=4519/1205,4-6=-3743/962 BOT CHORD 14-15=-673/2192,13-14=1220/4226,11-13=-1319/4602,10-11=-742/2472 • WEBS 2-15=1874/573,2-14=-252/1303,3-14=-1177/416,3-13=0/357,4-11=-1004/396, 6-11—258/1399,6-10=-2635/818,1-15=-277/1348 I NOTES- . 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL�.Opsf;h=60f;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 27-6-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 � ��d pROF� s 3) Unbalanced snow loads have been considered for this design. �' 4)All plates are MT20 plates unless otherwise indicated. Cj tJG I N 4. /,, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. R y 6)Bearing at joint(s)18 considers parallel to grain value using ANSITTPt 1 angle to grain formula. Building designer should verify �V "9 capacity of bearing surface. 89200PE 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,�/�10=366,18=340. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I G 4/OREGONlk L�� /O grt4 20 P illFRRI��-.3 ' RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.6/19/2020 BEFORE USE. Design valid for use only with MiTele 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 properly incorporate this design into the overall r� building design.Bracing Indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml IT building 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 end truss systems,see AN5(?Pl1 Quality Criteria,OBB-89 and BCBI Building Component 250 Klug Circle Safety Information available Irom Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MO 20601 Corona,CA 92880 I Job Truss Truss Type City Ply Timbertech-Dartmouth North K9838334 20-D02640 A04FP ROOF SPECIAL 3 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:14 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-T1xHwDg2ohOk81XTGS5154Lvg2uBld2g2OFPp8z3PgV 25-0-0 5-1-1 11-5-317-9-4 24-0-0 24 1-5 I 27-6-14 I 5-1-1 66-4-1I 6-4-16-2-12 0-�-5 2-6-14 0-10-11 Scale=1:49.5 4x6= 0.50 112 ' 6x10= 3x4= 5x8 M185HS II 9 1 21 2 34= 4x6= 3x4= 33x8 11 11 • 4 5 6 227 4x4 89 I t m 17 16 15 14 13 12 11 10 ' 1B 2x3 3x4= 3x4= 3x4= 3x8 M18SHS= 3x4= 4x4= 5x8 M18SHS= 1-11-1 I 8-3-2 14-7-3 20-11-5 25-0-0 I 27-3-6 2716114 1-11-1 6-4-1 6-4-1 6-4-1 4-0-11 2-3-6 0-3-8 I Plate Offsets(X,Y)-- (1:0-1-8,0-3-9L[6:0-4-4,0-1-8],[7:0-4-12,0-2-8],[11:0-4-0,0-3-0],f12:0-1-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.16 15 >999 240 MT20 185/148 (Root Snow=25.0) Lumber DOL 1.15 BC 0.70 Vert(TL) -0.31 13-15 >999 240 M18SH5 185/148 TCDL 8.0 Rep Stress!nor NO WB 0.64 Horz(TL) 0.09 11 n/a n/a BOLL 0.0 Code IBC20,2/TPI2007 Matrix-R Weight:283 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc pudins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 4-8-7 oc bracing. 7-11:2x4 DF No.2 OTHERS 2x6 DF No.2 I REACTIONS. (size) 11=0-4-0,20 :1-5-8 Max Horz 20_182(LC 10) Max Uplift 11=-4522(LC 31),20=-340(LC 15) • Max Gray 11=5503(LC 30),20=1335(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-1322/349,1-2=-725/244,2-3=-3355/917,3.4—6086/2658,4-6=8748/5861, 6-7=-8196/6821,7-8=-504/418,8-11=-485/384 BOT CHORD 16-17=-694/2251,15-16=-1606/4690,13-15=-4106/7457,12-13=-7972/9858, ' 11-12=-6818/8195 WEBS 2-17—I883/583,2-16=-594/1702,3-16=-1607/885,3-15=-1237/1641,4.15=-1568/1654, 4-13=-1993/1462,6-13=-1239/2346,7-1 1=-9068/7546,1-17=-273/1327,7-12=-3518/4348, 6-12=5222/4321 GG c [� NOTES- �` Fa PRO *04 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: C- Top chords connected as follows:2x4.1 row at 0-2-0 oc,2x6-2 rows staggered at 0-3-0 oc. �G5 �NGINeF9 /OA- Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. V. ,T -Ie Webs connected as follows:2x4-1 row at 0-9-0 oc. 11 I 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ' 89200PE f ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL3.opsf;h�Oft;Cal.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 27-6-14 zone;cantilever left and right exposed;end vertical I left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 OREGON �f/� 5)Unbalanced snow loads have been considered for this design. A_ 6)All plates are MT20 plates unless otherwise indicated. Q'yq j 4 ZO,� - 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 61 8)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify M�"j�p"r� V ' capacity of bearing surface. ��77 r'7 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) 11=4522,20=340. RENEWAL DATE:12-31-2021 10) Load case(s)28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the June 23,2021 intended use of this truss. A WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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,notes 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 lemporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the labncation,storage,delivery,erection and bracing of Trusses and truss systems,see ANSf?PN Quality Criteria,O5a-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job K9838334 Truss Truss Type (Hy Ply Timbertech-Dartmouth North 20-DD2646 AO4FP ROOF SPECIAL 3 l 2 Job Reference(optional) _.___. .. _ .. .__. _____ Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:15 2021 Page 2 ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-xDVf8ZrgZ?W bmS6gaAc_eHt4QREQ131zH2?yLaz3PgU I NOTES- 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 24-0-0,and 5200 lb down and 5200 lb up at 25-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. I LOAD CASE(S) Standard Except: 28) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8—16(F),8-9=16(F),10-18—20(F) Concentrated Loads(Ib) I Vert:6=5200(F)7=-5200(F) 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) I Vert:6=-5200(F)7=5200(F) 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-8=-16(F),B-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) I Vert:6-2800(F)7=-2800(F) 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:6=2800(F)7=2800(F) I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITeIs®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 p building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracng 1 Qk' is always required for stability and to prevent cotapse with possible persona;injury and property damage. For general guidance regarding the labdcation,storage,delivery,erection and bracing of Misses and truss systems,see ANSI FPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838335 20-002646 A05 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:44:17 2021 Page 1 I ID:Uz?6p9Pw3CCW4-1-5 XkgHzFGli-tcd-ZFsxScmJ?mG2hafSjizlWFuf2-9-14 U3OTz3PgS s-1-1 11-5-3 17-94 24-1-5 2e-0-0 1-0-0 30-5-6 az-s14 5-1-1 6-4-1 641 6-4-t 1-10-11 1-0.0 3-5-6 2-4-8 Scale=1:61.7 I 436= 0.50 112 I 6x10= 0 3z4= 3x6= 5x7 I 6x10 M78SHS= 1 2 33= 3z6= 4z8 M78SHS= 7x10 M18SHS= 4z4 I I 4 5 6 7 8 23 9 10 I i-i ---\--:.."..----------.- 19 13 12 17 18 17 16 15 14 I 3x4 14x8 M78SHS= 6x8 M78SHS= 3x5= 3x5= 4x8 M18SHS= 3x6= 3x4= 4x8= I 27-38 14-7-363-2 20-11-5 ¢ � ' 111- I I 6-4-1 641 5-0.11 1-0-0 5-6-8 0-38 I Plate Offsets(X,Y)-- [1:0-1-8,0-3-9],[7:0-5-0,0-0-0],[8:0-4-12,0-2-8],[9:0-5-0,0-3-12],[10:Edge,0-3-8],[11:Edge,o-4.8],[12:0-3-8,0-2-0],[13:0-4-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) IVdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.41 14-16 >943 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.71 Vert(TL) -0.69 14-16 >558 240 M18SHS 185/148 I TCDLBCLL 8.00.0 Rep Stress!nor NO WB 0.78 Horz(TL) 0.10 ti n/a n/a BCDL 10.D Code IBC2012/TPI2007 Matrix-R Weight:382 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, BOT CHORD 2x6 DF No.2*Except* except end verticals. 11-15:2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 4-9-10 oc bracing. WEBS 2x4 HF Std*Except' 9-12,9-11:2x4 OF No.2 IIOTHERS 2x6 DF No.2 REACTIONS. (size) 11=0-4-0,21=0-5-8 Max Horz 21=-178(LC 10) Max Uplift 11=-3944(LC 43),21=-501(LC 43) I Max Gray 11=5099(LC 42),21=1733(LC 45) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-1685/460,1-2=-989/297,2-3=-5638/2357,3-4=-10880/5812,4-6=-16965/11410, 6-7—21968/17484,7-8=-21579/17128,8-9=20200/16254,9-10=-593/427 ' BOT CHORD 17-18=-1189/3208,16.17=-3882/13166,14-16=-8292/13772,13-14—I5105/20199, 12-13=-16254/20200,11-12=-6937/8746 WEBS 2-18=-2694/1082,2-17=-1410/2937,3-17=-2956/1783,3-16=-2244/3154, 4-16=-3268/2799,4-14=-3498/3578,6-14=-3541/4040,6-13=-2870/2131,1-18=-558/1820, 9-12=-9954/12236,9-11=-9435/7532,7-13=-4092/3638,8-12=-4411/3726, t c 8-13=-3564/5328 �co PR04.0 I NOTES- �� ."NG'NEF9 s`" 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: /y Top chords connected as follows:2x4-1 row at 0-2-0 oc,2x6-2 rows staggered at 0-3-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.I • 89200PE Webs connected asid follows:red 2x4-1 row atto 0-9-0lpries, oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to /-,� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. '�iiiiiiir 'O 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDLe6.OpsY h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) - ' CO CC gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 32-8-2 zone;cantilever left and right exposed;end I vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 'P OREGON � 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 O�.4 to 14 2- 'A 5) Unbalanced snow loads have been considered for this design. ki 6) Provide adequate drainage to prevent water ponding. ' 'RR1t-0- V I7)All plates are MT20 plates unless otherwise indicated. rrll 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Bearing at joint(s)21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify RENEWAL DATE:12-31-2021 capacity of bearing surface. June 23,2021 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(ft=lb) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with Mnekr8 connectors.This design is based only upon parameters shown,and is for an individual building component,not M a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall y� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mllek' is always required for stability and to prevent collapse with possible personal injury and propertydamage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,sea ANSl7P11 QUNity Criteria,OSB-89 and BCS!Buinit Component meow Hug Circle Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waltbd,MD 20601 Corona.CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North e1 K9838335 20-DD2848 A05 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:17 2021 Page 2 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-tcdOZFsx5cmJ?mG2hafSjizIWFufVwZGkMU3QTz3PgS NOTES- 11) Load case(s)40,41,42,43,44,45,46,47,48,49 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 27-0-0,and 5200 lb down and 5200 lb up at 26-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 40) User defined:Lumber Increase=2.00,Plate Increase=2.00 ' Uniform Loads(plf) Vert:1-7=-16(F),7-10=-16(F),11-19=-20(F) Concentrated Loads(Ib) Vert:7=-5200(F)8=5200(F) 41) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=-16(F),7-10=-16(F),11-19=-20(F) Concentrated Loads(Ib) Vert:7=5200(F)8=-5200(F) 42) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-7=-16(F),7-10=-16(F),11-19=-20(F) Concentrated Loads(Ib) Vert:7=-2800(F)8=-2800(F) 43) User defined:Lumber Increase=2.D0,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=-16(F),7-10=-16(F),11-19=20(F) Concentrated Loads(Ib) Vert:7=2800(F)8=2800(F) 44) 3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Veil:1-7=-31(F=-16),7-10=-80(F=-16),11-19=-20(F) Concentrated Loads(Ib) Vert:7=-5200(F)8=5200(F) ' 45)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=80(F=-16),7-10=-31(F=-16),11-19=20(F) Concentrated Loads(Ib) Vert:7=-5200(F)8=5200(F) 46)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 ' Uniform Loads(plf) Vert:1-7=31(F=-16),7-10=-80(F=-16),11-19=-20(F) Concentrated Loads(Ib) Vert:7=-5200(F)8=5200(F) 47)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 1 Uniform Loads(plf) Vert:1-7=-80(F=-16),7-10=-31(F=-16),11-19=-20(F) Concentrated Loads(Ib) Vert:7=-5200(F)8=5200(F) 48)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=-31(F=-16),7-10=-80(F=-16),11-19=-20(F) Concentrated Loads(Ib) Vert:7=-5200(F)8=5200(F) 49)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00' Uniform Loads(pit) Vert:1-7=-80(F=-16),7-10=-31(F=-16),11-19=-20(F) Concentrated Loads(lb) Vert:7=-5200(F)8=5200(F) I I I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5H92020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual lass web and/or chord members only.Additional temporary and permanent bracing ilek- is always required for stabiliy and to prevent collapse with possible personal injury and ewe,ty damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSUTPII Quality Criteria,DSab9 and SCSI Building Component ki 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldort,MD 20601 Corona,CA 92880 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838336 20-DD2646 A06 ROOF SPECIAL 1 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:20 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkq 241-5-HBIYBGvpOXBus-5-6 9KLbptSxmilsiQKij0oz3PgP 5-1-1 I 11.5.3 I 1-4-I I 24-0-0 24 -5 -IS-Il 30-5-8 I 32-9-14 5-1-1 6<-1 63-1 6-2-12 0-�-5 2-10-11 3-5-6 2-4-8 Scale=1:61.7 I 4x6= 0.50112 ' 0 6x10=— 5x7 II 3x4 _ 3x8 MI8SHS I I 1 22 2 = 335 3x5= 4x8 M18SHS= 6x8 MIBSHS= 6x8 MIBSHS=3x4 II 4 5 6 7 8 23 9 10 I 716- 19 11 18 17 16 15 14 13 12 6x8 M18SHS 3x4 3x5= 3x5= 4x8 MIBSHS= 3x6= 4x8 M18SHS= 3x4= 4x8= I 27-3.8 1 1-11-111-1 8-32 14-7.3 20-11-5 24-0-0 I zsoa 570.0i 32-9.14 1- 6-4-1 6-4-1 6-4-1 3-0-11 2.0-0 1.0-0 5-6-8 0-3-6 I Plate Offsets(X,Y)— [1:0-1-8,0-3-9],[6:04-0,0-3-12],[7:0-4-12,0-1-8],[8:0-4-12,0-2-8],[9:0-4-0,0-3-8],[10:Edge,0-3-8],[11:Edge,0-4-8],[12:0-3-8,0-2-0],[13:0-1-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (be) Udefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.39 14-16 >983 240 MT20 185/148 (Root Snow=25.0) Lumber DOL 1.15 BC 0.69 Vert(TL) -0.67 14-16 >574 240 M18SHS 185/148 • • ' TCDL 8.0BCLL 0.0 Rep Stress Ina NO WB 0.74 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code 18C2012/fP12007 Matrix-R Weight:383 lb FT=0%LUMBER- BRACING- ' TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc puffins, BOT CHORD 2x6 DF No.2"Except" except end verticals. 11-15:2x6 OF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 4-11-7 oc bracing. WEBS 2x4 HF Std*Except* 9-12,9-11:2x4 DF No.2 ' OTHERS 2x6 DF No.2 REACTIONS. (size) 11=0-4-0,21=0-5-8 Max Horz 21=-178(LC 10) Max Uplift 11=-3957(LC 43),21=-488(LC 43) Max Gray 11=5112(LC 42),21=1711(LC 45) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-1664/448,1-2=-977/295,2-3=-5589/2309,3-44-10789/5720,4-6=-16758/11210, 6-7=-20575/16346,7-8=-20575/16346,8-9=1 9212/1 5466,9-10=497/354 ' BOT CHORD 17-18—1164/3182,16-17a3810/8094,14-16=-8164/13644,13-14—14733/19838, 12-13=-15466/19212,11.12=-6545/8246 WEBS 2-18=-2672/1059,2-17=-1383/2909,3-17=-2929/1756,3-16=-2220/3131, 4-16=-3226/2758,4-14=-3418/3489,6-14=-3395/3876,6-13=-2122/875,1-18=-545/1807, 9-1 2=-96 09/1 1 81 1,9-11=-9117/7283,7-13=-3644/3397,8-12=-4408/3732, 8-13=-3316/5079 .<<;;iEO PR°per,_ I N NOTES- LGINEL. /, 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: /G Top chords connected as follows:2x4-1 row at 0-2-0 oc,2x6-2 rows staggered at 0-4-0 oc. 44 -9 ' Bottom chords connected as follows:2x6-2 rows staggered at 0-9.0 oc. $9200PE Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 13-7 2x4-2 rows staggered at 0-3-0 oc,member 12-8 2x4-2 rows staggered at 0-3-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. IC:)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) Q OREGON �� gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 32-8-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 G/0 A�4Y 14 2°..A. 5)Unbalanced snow loads have been considered for this design. 4ERRII.ti I6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. RENEWAL DATE: 12-31-2021 9)Bearing at joint(s)21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify June 23,2021 capacity of bearing surface. r A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/18/2020 BEFORE USE. Design valid for use only with MiTek le 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 Mirk 111. k' a always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVlP/f Quality Criteria,DSB.88 and BCSY Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldort,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838336 20-DD2646 A06 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:20 2021 Page 2 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-HBIYBGvpOXBusD_dNjC9KLbptSxmilsiQKij0oz3PgP NOTES- 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=3957,21=488. 11) Load case(s)40,41,42,43,44,45,46,47,48,49,50,51 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. I 12)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 27-0-0,and 5200 lb down and 5200 lb up at 26-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: I 40) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-6=16(F),6-10=16(F),11-19=-20(F) Concentrated Loads(Ib) Vert:7=-5200(F)8=5200(F) I 41) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-6=-16(F),6-10=-16(F),11-19=-20(F) Concentrated Loads(Ib) Vert:7=5200(F)8=5200(F) I 42) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-6=-16(F),6-10=-16(F),11-19=-20(F) Concentrated Loads(Ib) Vert:7=-2800(F)8=-2800(F) I 43) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-6=-16(F),6-10=-16(F),11-19=-20(F) Concentrated Loads(Ib) Vert:7=2800(F)8=2800(F) I 44)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-6=-31(F=-16),6-7=-31(F=-16),7-10=-80(F=-16),11-19=-20(F) Concentrated Loads(Ib) Vert:7=-5200(F)8=5200(F) 1 45)4th Unbal.User defined-Parallel:Lumber Increase=2.0D,Plate Increase=2.00 Uniform Loads(plf) Vert:1-6=-80(F=-16),6-7=-80(F=-16),7-10=-31(F=-16),11-19=-20(F) Concentrated Loads(Ib) Vert:7=-5200(F)8=5200(F) I 46)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-6=-31(F=-16),6-10=-80(F=-16),11-19=-20(F) Concentrated Loads(Ib) Vert:7=-5200(F)8=5200(F) I 47)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-6=-80(F=-16),6-10=-31(F=-16),11-19=-20(F) Concentrated Loads(Ib) Vert:7=-5200(F)8=5200(F) I 48)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-6=-31(F=-16),6-10=-80(F=-16),11-19=-20(F) Concentrated Loads(Ib) Vert:7=-5200(F)8=5200(F) I 49)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-6=-80(F=-16),6-10=-31(F=-16),11-19=-20(F) Concentrated Loads(Ib) Vert:7=-5200(F)8=5200(F) I 50)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-6=-31(F-16),6-10=-80(F=-16),11-19=-20(F) Concentrated Loads(Ib) Vert:7=-5200(F)8=5200(F) I 51)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-6=-80(F=16),6-10=-31(F=-16),11-19=-20(F) Concentrated Loads(lb) Vert:7=-5200(F)8=5200(F) I I : • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MmeIo5 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 11. is always required for stability end 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?PI1 Quality Criteria,05B-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona.CA 92880 IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838337 20-DD2646 A07 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:21 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGlI-mNswOcirRBrGIUNZpwOJOIY775sEJRjrsfSHZEz3Pg0 5-1-1 11-5-3 17-9-4 22-0-0 24-1-5 30.5-6 32-9-_14 5-I-1 6-4-I 6-4-14-2-12 2-1-5 6-4-1 2-4-8 Scale=1:59.6 I 4x6= 0.50 112 ' 6x14= 8 3x7= 1 20 2 3x6= 4x6=3x4= 6x7= 3x6= 3x9= 3z4 II 3 4 5 21 6 22 7 23 8 9 I a' i,-.l lE 17 16 15 14 13 12 11' 10 3x4 I I5x5= 4x6= 3x5= 5x10 M18SHS= 3x4= 5x8 M18SHS= 4x5= I 1-11-1 I 8-3-2 14-7-3 I 20-11-5 22-0-01 27-3-6 I 32-9-14 1-11-1 6-4-1 6-4-1 6-4-1 1-0-11 5-3-6 5-6-8 Plate Offsets(X,Y)-- [1:0-5-0,0-3-5],[2:0-3-4,0-1-8],[3:0-2-8,0-1-8],[6:0-3-8,Edge],[8:0-3-8,0-1-8],[11:0-4-0,0-2-12],[14:0-1-12,0-1-8],[16:0-2-8,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.61 12-14 >627 240 MT20 185/148 ' (Roof Snow=25.0) Lumber DOL 1.15 BC 0.90 Vert(TL) -1.46 12-14 >264 240 M18SHS 220/195 TCDL 8.0 Rep Stress Ina" YES WB 0.89 Horz(TL) 0.12 10 n/a n/a BCLL 0.0 Code IBC20121iPI2007 Matrix-AS Weight:192 lb FT=0% BCDL 10.0 _ LUMBER- BRACING- ' TOP CHORD 2x6 DF No.2`Except* TOP CHORD Structural wood sheathing directlyapplied, except end verticals. 4-6:2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 DF 1800E 1.6E WEBS 2x4 HF Std*Except` 2-16,2-15,7-12,7-11,8-11:2x4 DF No.2 ' OTHERS 2x6 DF No.2 REACTIONS. (size) 10=0-4-0,19=0-5-8 Max Horz 19=-178(LC 10) Max Uplift 10=-177(LC 11),19=268(LC 15) ' Max Gray 10=1812(LC 21),19=1700(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19—1652/265,1-2—946/202,2-3—4868/686,3-5}7903/708,5-6=8834/416, 6-7=-8827/405,7-8=-5525/242 ' BOT CHORD 15-16=-579/3099,14-15=-937/6626,12-14=-623/9104,11-12=-376/8306, 10-11=-338/2532 WEBS 2-16=-2618/470,2-15=-130/2129,3-15=-2064/296,3-14=0/1468,5-14=-1373/0, 5-12=-577/231,7-12=63/870,7-11—3063/117,1-16—196/1746,8-11=0/3296, 8-10=-2891/395 INOTES- �(`(��D PR�i�`sV 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) __`` gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 32-8-2 zone;cantilever left and right exposed;end � ,` GI' �Fq goy vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 <C! '�• I 2)TCLL:ASCE 7-10;Pt=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 89200PE• 3)Unbalanced snow loads have been considered for this design. 4)400.0Ib AC unit load placed on the top chord,21-1-12 from left end,supported at two points,3-4-0 apart. • • 5)Provide adequate drainage to prevent water ponding. •.. 6)All plates are MT20 plates unless otherwise indicated. Oa. Cr I 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OREGON 8)Bearing al joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. /Q 14 2o‘ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb) RP. 10=177,19=268. � RRIL,' V I 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 11)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. RENEWAL DATE:12-31-2021 June 23,2021 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Mil" Design valid for use only with MINI*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 end permanent bracng Niel(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 ANSLTPII Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92860 I Job Truss Truss Type QV Ply Timbertech-Dartmouth North K9838338 20-DD2646 A08 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:23 2021 Page 1 ' ID:Uz76p9Pw3CCW5K24-1-5 gHzFGli-il_hplxigSWSjhjC2rmsyzDKlgv6vdK861xNd7z3PgM 5-1-1 it-5-3 17-9-4 1 20-0-0 241-5 I 30-SHi I 32-9-14 5-1-1 6-4-16-4-12-2-12 4.1.5 6.41 24-8 Scale=1:59.8 I 4x6= 0.50112 ' 8 6x14= — 3z 1 20 27= 336=- 4x6=3x4= 6x7= 3z6= 3x9= 3x4 II 4 5 216 22 7 23 8 9 i'''.- I i9 - _ 17 10 16 15 14 13 12 11' 3x4 115x5= 4x6= 3x5= 5x10 M1BSHS= 3x4= 4x9= 4x4= I [ 1-11-1 I 8-3-2 1 14-7.3 20-0-0 20-11 27-3-6 32-9-14 1-11-1 64.1 6-4-1 5-4-13 6-11-3 6-4-1 5-6-8 Plate Offsets(X,Y)-- [1:0-5-0,0-3-5],[2:0-3-4,0-1-8],[3:0-2-4,0-1-8],[6:0-3-8,Edge].[8:0-3-8,0-1-8],[11:0-3-12,0-2-8],[14:0-1-8,0-1-8],[16:0-2-8,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.60 12-14 >646 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.90 Vert(TL) -1.41 12-14 >272 240 M1OSHS 220/195 TCDL 8.0 Rep Stress Inc/ YES WB 0.89 Horz(TL) 0.12 10 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-AS Weight:192 lb FT=0% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-9:2x6 DF 1600E 1.6E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 DF 1800E 1.6E WEBS 2x4 HF Std`Except' 2-16,2-15,7.12,7-11,8-11:2x4 DF No.2 OTHERS 2x6 DF No.2 REACTIONS. (size) 10=0-4-0,19=0-5-8 Max Horz 19=-178(LC 10) Max Uplift 10=-177(LC 11),19=-268(LC 15) IMax Gray 10=1812(LC 21),19=17D0(LC 21) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19—1651/265,1-2=-946/200,2-3=-4864/684,3-5=-7923/703,5-64-8609/401, 6-7=-8614/394,7-8=-5229/230 ' BOT CHORD 15-16=-582/3103,14-15=-940/6609,12-14—621/9175,11-12—361/7817, 10-11=-322/2425 WEBS 2-164-2624/469,2-15=-130/2119,3-15=-2049/296,3-14=0/1510,5-14=-1431/0, 5-12=-847/223,7-12=-69/1124,7-11=2880/113,1-164-194/1748,8-11=0/3120, 8-10=-2834/381 Es PROF/r NOTES- ,`(LQv `Us 1)Wind:ASCE 7-10:Vult=l3omph Vasd=103mph;TCDL=4.2psf;BCDL--6.0psf;h=60f;Cat.II;Exp B;Enclosed;MWFRS(envelope) �g �tJG N F9 /p2 gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 32-8-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �Cr I2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 89200PE -9` 3)Unbalanced snow loads have been considered for this design. ,� 4)400.0Ib AC unit load placed on the top chord,21-1-12 from left end,supported at two points,3-4-0 apart. /-' 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. •• �/ I7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9L OREGON ��Q' 8) Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. /0 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �P # 10=1 77,19=268. "g�LrY 14,2�R R 1 L-`' I 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 11)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. RENEWAL DATE: 12-31-2021 June 23,2021 1 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. jut valid for use only with MiTek® parameters connectors.This design is based only upon pameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the apdicabilty 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 ANSVTPl1 Quality Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech•Dartmouth North K9838339 20-DD2648 A09 ROOF SPECIAL I 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:25 2021 Page 1 ' ID:Uz?6p9PWJCCW5KptXKXkgHzFGli-e86RE_yyC4mAz_tb9GoK1 OIhYTbuNXvRacQUi?z3PgK 5-1-1 11-5-3 17-9-4 18,0-0 24-1-5 30-5-6 32-9-14 5-1-1 6-4-1 6-4-1 0-$-12 6-1-5 6-4.1 2-4-8 Scale=1:59.6 I 4x6= 0.50112 6x14= — 7 1 19 327= 3x6= 4x6= 5x7// 3x6= 3x9= 3x4 II 3 4 5 20 21 6 22 7 8 I is 0 Ii-N 16 15 14 13 12 11 10 9 ' 3x4 115x5= 4x6= 3x5= 5x10 M16S1-IS= 3x4= 4x9= 4x4= I 1-11-1 6-3-2 14-7-3 18-0-0 20-11-5 I 27-3-6 32-9-14 1-11-1 6-4-1 6-4-1 3-4-13 2-11-5 6-4-1 5-6-8 Plate Offsets(X,Y)-- [1:0-5-0,0-3-5],[2:0-3-4,0-1.81,[5:0.3.8,Edge],[7:0-3-12,0-1-8],[10:0-4-8,0-2-4],[13:0-2-4,0-1-8],[15:0-2-8,0-2-4] ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.56 11-13 >684 240 MT20 185/148 • (Roof Snow=25.0) Lumber DOL 1.15 BC 0.88 Vert(TL) -1.3211-13 >291 240 M18SHS 220/195 TCDL 8.0 Rep Stress!nor YES WB 0.89 Horz(TL) 0.12 9 n/a n/aBCLL 0.0 Code IBC2012/TPI2007 Matrix-AS Weight:194 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. • BOT CHORD 2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 OF No.2'Except* 8-9,3-14,1-16,3-13,1-15,7-9:2x4 HF Std OTHERS 2x6 DF No.2 IREACTIONS. (size) 9=0-4-0,18=0-5-8 Max Horz 1 B—178(LC 10) Max Uplift 9=-177(LC 11),18=-267(LC 15) • Max Gray 9=1812(LC 21),18=1700(LC 21) , IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-1651/265,1-2—945/198,2.3=-4883/681,3-5=-7835/701,5-6=-8319/383, 6-7=-4942/219 BOT CHORD 14-15=-585/3090,13-14=-945/6658,11-13=-613/9036,10-11=-345/7335,9-10=-309/2343 I WEBS 2-15=-2809/469,2-14=-131/2155,3-14=-2087/298,3-13=0/1393,5-13—1386/0, 5-11=-911/226,6-11=79/1214,6-10=-2691/107,1-15=-193/1738,7-10=0/2922, 7-9=-2801/371 NOTES- ' 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.opsf;h�Oft;Cat.II;Exp B;Enclosed;MWFRS(envelope) [- gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 32-8-2 zone;cantilever left and right exposed;end ,`���0 O�Css vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�N(j nJ E�.9 /O2 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. �/ •f.. I4)400.OIb AC unit load placed on the top chord,21-1-12 from left end,supported at two points,3-4-0 apart. Q 89200PE l 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads + 8)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 1!► IIcapacity of bearing surface. OREGON 'A// 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �G s 177,18=267. /Q�'9}'f 4 Zp��,� 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum M sheetrock be applied directly to the bottom chord. " AL`R ,eV ' 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. RENEWAL DATE:12-31-2021 June 23,2021 A WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.The 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 MlTek- 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 tmsses and truss systems,see ANSIRPI7 Ouelity Criteria,DSB-89 and BCSI Building Component 250 bug Circle Safety Infomretlon available from Truss Plate Institute,2870 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type ON Ply Timbertech•Dartmouth North 2 K9838340 20-DD2646 A10 ROOF SPECIAL 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:28 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgH ?q zFGii-21nas? V791gSb9rOL1flwDDhgGatYuGae81Kz3PgH 17-9-4 5-1-1 5-38-0-0 6s6 0 24-1-5 30-5-6 I 32-414 5-1-1 6-4-1 —- d6�1--46-4-1 6-4-1 2-4-8 Scale=1:58.5 1 4x6= 0.50 112 I5x14= 4x8 li ill 1 4x9 4x8 M18SHS= 7x10 M18SHS= 3x8 M18SHS= 3x8 M18SHS=3x4 11 21 2 3 22 4 5 8 23 24 7 25 8 9 4 N 18 14 17 16 15 13 12 11' 10 3x4 11 3x6= 4x8 M18SHS= 3x9= 7x10 M18SHS WB= 3x8 M18SHS= 6x8= 4x5= 3x8 MIBSHS= I 16-6-0 ' 1414 8-3-2I 14-7-3116-0-0 20-11-5 27-3-6 1 32-9-14 1414 6-0-1 6-4-1 1-4-13d-8-b 4-5-5 IBL-1 56-8 Plate Offsets(X,Y)-- [1:0-5-0,0-3-5],[3:0-4-0,0-2-4],[4:0-6-12,0-4-8],[6:0-5-8,Edge],[10:0-3-0,0-4-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.24 14 >999 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.65 Vert(TL) -0.55 12-14 >697 240 M18SHS 185/148 TCDL 8.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.09 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-AS Weight:393 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-9:2x6 DF 1800F 1.6E BOT CHORD Rigid ce<`Qc flan Ft BOT CHORD 2x6 DF 2500F 2.2E 4``4 I'ff C V WEBS 2x4 HF Std*Except* 3-16,3-15,6-12,7-12,7-11,8-11:2x4 DF No.2 mac" �,�GINE�c9 /%-* OTHERS 2x6 DF No.2'Except` I 13-13:2x4 HF Std 89200PE REACTIONS. (size) 10=0-4-0,20=0-5-8 /.�. Max Hors 20=-177(LC 10) _L �' ' Max Uplift 10=-2053(LC 43),20—1992(LC 43) .• - Max Gray 10=3720(LC 42),20=3435(LC 42) OREGON �tr: FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. L 2J TOP CHORD 1-20=-3380/1930,1-2=2032/1182,2-3=12212/7871,3-4=-24476/17228, SO 4)'7 4, 24 �P-�- • 4-5=24459/17215,5-6=-28411/20480,6-7—23117/15382,7-8=-11165/6575 I BOT CHORD 16-17=-4216/6818,1 5-1 6=-1 22 09/1 8083,14-15=-20480/28411,12-14=20125/28425, 114R RIL'- 11-12—10708/17475,10-11=-2702/4677 WEBS 2-17=5798/3676,2-16=-4417/6520,3-16=-6862/5070,3-15=-5840/7438, RENEWAL DATE: 12-31-202� 5-15=-5323/4397,6-12=-6035/5392,7-12=-5313/6413,7-11—7174/4699, I 1-17=2241/3839,8-11=-4402/7375,8-10=-5694/3307,5.14=4108/4866, 6-14=-6086/5187 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ' Top chords connected as follows:2x4-2 rows staggered at 0-3-0 oc,2x6-2 rows staggered at 0-3-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 14-5 2x4-1 row at 0-3-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. I3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h�Oft;Cal.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 32-8-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 5)Unbalanced snow loads have been considered for this design. I6)400.0Ib AC unit load placed on the top chord,21-1-12 from left end,supported at two points,3-4-0 apart. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. June 23,2021 10) Bearing at joint(s)20 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use ony with MiTel1le 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 properly Incorporate this design into the overall R building design.Bracing indicated is 10 prevent bricking of individual truss web and/or chord members only.Additional temporary and permanent bracing MI lek' isalways required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Tars Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type I Oty Ply Timbertech-Dartmouth North i K9838340 20-DD2646 A10 ROOF SPECIAL 1 I 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:28 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-2jnas77gV791gSb9rOL1 f 1 wDDhgOatYuGae81Kz3PgH NOTES- 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=2053,20=1992. 12) Load case(s)40,41,42,43,44,45,46,47,48,49,50,51 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. I 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I 15) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)200 lb down at 19-5-12,200 lb down at 22-9-12,and 5200 lb dawn and 5200 lb up at 16-6-0,and 5200 lb down and 5200 lb up at 17-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 40)User defined:Lumber Increase=2.00,Plate Increase=2.00 • Uniform Loads(plf) • Vert:1-4=-16(F),4-9=-16(F),10-18=-20(F) ' Concentrated Loads(Ib) Vert:5=5200(F)6=-5200(F)23=2D0(F)24=-200(F) 41) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pIf) Vert:1-4=-16(F),4-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:5-5200(F)6=5200(F)23=-200(F)24=-200(F) 42) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pIf) Vert:1-4=-16(F),4-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert 5=-2800(F)6=-2800(F)23=-200(F)24=-200(F) 43) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pIf) Vert:1-4=-16(F),4-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:5=2800(F)6=2800(F)23=-200(F)24=-200(F) 44)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pIf) Vert:1-22=-31(F=-16),4-22=-80(F=-16),4-9=-80(F=-16),10-18=-20(F) Concentrated Loads(Ib) Vert:5=5200(F)6=-5200(F)23a200(F)24=-200(F) 45)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pIf) Vert:1-22=-80(F=-16),4-22=-31(F=-16),4-9=-31(F=-16),10-18=-20(F) Concentrated Loads(lb) Veil:5=5200(F)6=-5200(F)23=-200(F)24-200(F) 46)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.D0 Uniform Loads(pIf) Vert:1-4=-31(F=-16),4-9=-80(F=-16),10-18=-20(F) Concentrated Loads(Ib) Vert:5=5200(F)6=-5200(F)23-200(F)24=-200(F) 47)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pIf) • Vert:1-4=60(F=-16),4-9=-31(F=-16),10-18=-20(F) Concentrated Loads(Ib) Vert:5=5200(F)6=-5200(F)23=-200(F)24=-200(F) 48)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pIf) Verl:1-4=-31(F=16),4-9=-80(F=-16),10-18=-20(F) Concentrated Loads(Ib) Vert:5=5200(F)6=5200(F)23=-200(F)24-200(F) 49)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pIf) Vert:1-4=-80(F=-16),4-9=-31(F=-16),10-18=-20(F) Concentrated Loads(Ib) Vert:5=5200(F)6=-5200(F)23=-200(F)24-200(F) 50) 3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pIf) Vert:1-4=31(F=-16),4-9=-80(F=16),10-18=20(F) Concentrated Loads(lb) Vert:5=5200(F)6=-5200(F)23=-200(F)24=-200(F) 51)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pIf) . Vert:1-4=-80(F=-16),4-9=-31(F=-16),10-18=-20(F) ' Concentrated Loads(Ib) Vert:5=5200(F)6_5200(F)23=-200(F)24=-200(F) I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MR-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connenors.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 andror chord members only.Addtllonal temporary and permanent bracing kg 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 tresses and MISS systems,see ANSVfPl1 Duality Criteria,OSB-B9 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North rl K9838341 20-D02646 A11 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:31 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-TITiV1ljovXKhvKkWXvkHfYhnueZnDKyYtovlz3PgE 5-1-1 11-5-3 14-0-0 I 16-6-0 117-9-4 24-1-5 30-5-6 I 32-_9-14 5-1-1 6-4-1 2-6-13 2-6-0 1-3-4 6-4-1 6-4-1 2-4-8 Scale=1:58.7 I 4x6= 0.50112 ' 9 6x10 1 21 429= 4z8 M18SHS= 4x8 M18SHS= 5x7 II 5x6 11 4x8 M18SHS= 3x9= 3x4 II - 3 4 5 6 22 23 7 24 8 9 z. ii; 18 17 16 15 14 10 13 12 11' 3x4 113x6= 4x8 M18SHS= 4x8= 7x10 M18SHS WB= 4x8 MI8SHS= 6x6= 4x5= 3x9= I ' 1-11-1 I 1-11-1 6-4-1 5-8-14 8-3-2 14-0-0 17-31-10-13 4-5-5 -71316-6-0 20-11-5 27-3-6 32-9-14 6-4-1 5-6-8 Plate Offsets(X,Y)- [1:0-1-8,0-3-9],[3:0-3-8,0-2-0],[4:0-4-0,Edge],[5:0-4-12,0-1-12],[6:0-4-4,0-2-8],[10:0-3-0,0-4-0] LOADING (psf) SPACING- 2-0-0 - CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.26 14 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(TL) -0.60 12-14 >643 240 M18SHS 185/148 TCDL 8.0 Rep Stress Ina- NO WB 0.9B Horz(TL) 0.14 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2D07 Matrix-AS Weight:392 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF 1800E 1.6E BOT CHORD Rigid ceili • . u-map i=. WEBS 2x4 HF Std*Except* �GAV1 r11r/Fess 6-12,7-12,7-11,8-11:2x4 DF No.2 4[� OTHERS 23613 2F N4 HF Std o.2 pt. �ti� ,c.• £E9 ,oy9r REACTIONS. (size) 10=0-4-0,20-0-5-8 ;9200P Max Up 20=-177(LC12) Max Uplift 10=-2053(LC 43),20=-1992(LC 43) Max Gray 10=3720(LC 42),20=3435(LC 42) '� i ' FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. - OREGON k, TOP CHORD 1-20=-3360/1912,1-2=-2015/1169,2-3=-12300/7932,3-4=-2 3943/1 6847, 4- 4, V. A. 4-5=-23944/16847,5-6=-27352/1 971 8,6-7=-22121/14714,7-8=-10676/6283 /0 '4 Y y 4,20 r,' IBOT CHORD 16-17=-4194/6788,15-16=-12339/18267,14-15=-19718/27352,12-14=-19254/27184, p 11-12=-10246/16724,10-11=-2577/4464 ��r1 R1L�' v WEBS 2-17=-5781/3664,2-16=-0516l6660,3-16=-6978/5153,3-15=-5258/6621, 5-15=-4692/3952,6-12=-5820/5219,7-12=-5136/6204,7-11=-6953/4556, RENEWAL DATE: 12-31-2021 ' 1-17=-2199/3785,8-11=-4260/7140,8-10=-5558/3228,5-14=-4113/4672, 6-14=-5754/5117 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-3-0 oc,2x6-2 rows staggered at 0-3-0 oc. ' Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL�.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-10.10,Interior(1)3-10-10 to 32-8-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 5)Unbalanced snow loads have been considered for this design. I 6)400.01b AC unit load placed on the top chord,21-1-12 from left end,supported at two points,3-4-0 apart. 7)Provide adequate drainage to prevent water ponding. B)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify June 23,2021 capacity of bearing surface. .- y r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. :16. 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 misty and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see AArs^NrPl/Que/ily Criteria,OSB-B9 and BCSI Building Component 250 Krug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838341 20-0D2646 Ail ROOF SPECIAL 1 i 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 Mi fek Industries,Inc. Wed Jun 23 11:44:31 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-TITIV 1 ljovXKhvKkWXvkHfYhnueZnD_KyYtovlz33PgE NOTES- 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=2053,20=1992. 12) Load case(s)40,41,42,43,44,45,46,47,48,49 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. i 13) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)200 lb down at 19-5-12,200 lb down at 22-9-12,and 5200 lb down and 5200 lb up at 16-6-0,and 5200 lb down and 5200 lb up at 17-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. ' LOAD CASE(S) Standard Except: 40) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-4=-16(F),4-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:5=5200(F)6=-5200(F)22-200(F)23=-200(F) 41) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-4=-16(F),4-9=-16(F),10-18=-20(F) ' Concentrated Loads(Ib) Vert:5=-5200(F)6=5200(F)22=-200(F)23=-200(F) 42) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-4=-16(F),4-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:5=-2800(F)6-2800(F)22=-200(F)23=-200(F) 43) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-4=-16(F),4-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) • Vert:5=2800(F)6=2800(F)22=-200(F)23=-200(F) 44)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-4=-31(F=-16),4-9=-80(F=-16),10-18=-20(F) Concentrated Loads(Ib) Vert:5=5200(F)6=-5200(F)22=-200(F)23=-200(F) 45)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-4=-80(F=-16),4-9=-31(F=-16),10-18=-20(F) I Concentrated Loads(Ib) Vert:5=5200(F)6=-5200(F)22=-200(F)23=-200(F) 46)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-4=-31(F=-16),4-9=-80(F=-16),10-18=-20(F) Concentrated Loads(Ib) Vert:5=5200(F)6=-5200(F)22=-200(F)23=-200(F) 47)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-4=-80(F=-16),4-9=-31(F=-16),10-18=-20(F) Concentrated Loads(Ib) Veil:5=5200(F)6=-5200(F)22-200(F)23=-200(F) 48)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-4=-31(F=-16),4-9=-80(F=-16),10-18=-20(F) Concentrated Loads(Ib) Vert:5=5200(F)6=-5200(F)22=-200(F)23=-200(F) 49)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) i Vert:1-4=-80(F=-16),4-9=-31(F=-16),10-18=-20(F) Concentrated Loads(Ib) • Vert:5=5200(F)6=-5200(F)22-200(F)23=-200(F) • • 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MIA®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 y� buildng design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wok' 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 ANSVlPIf Oua/iry Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2870 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92800 I Job Truss I Truss Type Oty Ply Timbertech-Dartmouth North i K9838342 20-D02646 Al2 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:33 2021 Page 1 ' ID:Uz46p9Pw3CCW5KptXKXkgHzFGli-PhbTvj3zKXn2wDU7dxxCM4d6LiMiF8tdPsMv_Xz3PgC 5-1-1 11.5-3 1�4110 17-9-4 I 24-1-5 30-5-6 32-9-14 5-1-1 6-4-1 0-6- 3 5-94 6-4-1 6-4-1 2-4-8 Scale=1:59.6 I 4x6= 0.50 112 ' 6x14=- 3x5= 8 1 3x7= 4x6= 3x4= 5x6= 3x5= 3x8= 3x4 II 20 2 3 4 5 21 6 22 7 23 8 9 PI ,9 i;. . e 17 10 16 15 14 13 12 11 1 3x4 115x5= 4x6= 3x4= 5x8 M18SHS= 3x4= 4x8= 4x4 I 1 1-11-1 8-3-2 12-0-0 14-7-3 20-11-5 27-3-6 32-9-14 I 1-11-1 6-4-1 3-8-14 2-7-3 6-4-1 6-4-1 5-6-6 Plate Offsets(X,Y)-- [1:0-5-0,03-5],[2:0-3-4,0-1-8],[8:0-3-8,0-1-8],[16:0-2-8,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.47 12-14 >820 240 MT20 185/146 I (Roof Snow=25.D)• Lumber DOL 1.15 BC 0.76 Vert(TL) -1.10 12-14 >351 240 M18SHS 220l195 TCDL 8.0 Rep Stress'nor YES WB 0.89 Horz(TL) 0.11 10 Na Na BOLL 0.0 Code IBC2012/TPI2007 Matrix-AS Weight:196 lb FT=0% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF 1800E 1.6E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF No.2"Except' 9-10,1-17,1-16,8-10:2x4 HF Std OTHERS 2x6 DF No.2 ' REACTIONS. (size) 10=0-4-0,19 3-5-8 Max Horz 19=-177(LC 10) Max Uplift 10=-177(LC 11),19=-267(LC 15) Max Gray 10=1812(LC 21),19=1700(LC 21) IFORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-1657/265,1-2=-947/192,2-3=-4881/672,3-4=-7388/648,4-5=-7401/653, 5-7=-7275/334,7-8=-4316/188 BOT CHORD 15-16=-595/3078,14-15=-948/6686,12-14=559/7934,11-12=-306/6413, 10-11=-276/2038 WEBS 2-16=-2591/468,2-15=-127/2167,3-15=-2122/294,3-14=0/1059,5-14=-845/0, 5-12=-766/219,7-12=75/1003,7-11=-2438/95,1-16=-190/1738,8-11=0/2648, 8-10=-2591/344 NOTES- G GU PROF n 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) F gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 32-8-2 zone;cantilever left and right exposed;end '\ NGI NFF S7/n vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ``_ 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 k/� V y-r I3)Unbalanced snow loads have been considered for this design. •920op 4)400.OIb AC unit load placed on the top chord,21-1-12 from left end,supported at two points,3-4-0 apart. 5)Provide adequate drainage to prevent water ponding. 110P 6)All plates are MT20 plates unless otherwise indicated. -/ _ /� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify OREGON �� capacity of bearing surface. G "7q y 2a1t*A 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) fQ 14 10=177,19=267. �`_ 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum MEta Io- sheetrock be applied directly to the bottom chord. ��77 n 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. RENEWAL DATE:12-31-2021 June 23,2021 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 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 milla truss system.Before use,the building designer must verify the applicability of design parameters end properly incorporate this design into the overall 111 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 ANSYlM7 OuaIlly Criteria,OSB-89 end SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838343 20-DD2646 A13 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:35 2021 Page 1 ID:Uz?6p9PW3CCW5KplXKXkgHzFGli-L3iDKP4Dr8119XeW IMzgRVIPOV?mj3pvt9r02023PgA 11-4-65-1-110-0-0 19-46 1111i3 17-9-4 24-1-5 I 30-66 32-9-19 5-1-14-10-15 014-k 0-d13 6.9-1 6-41 6-4-1 2-4-B 1-0-0 Scale=1:59.6 4x6= 0.50 112 5x14= 5x8 II I 11- 1- 4x8 M185H5= 6x10 MiBSHS= 3 4 3x5= 5x6= 3x6= 3x5= 3x4 22 2 23 5 6 7 24 8 9 i011 R 'N 19 10 18 17 16 15 14 13 12 11 2x3 I I 4x7= 4x8 M18SHS= 4x4 3x5= 4x8 M185H5= 3x5= 3x6_ 4x4= 2x3 I I I 11-4.6 1-11-1 8-3-2 10-0-019-46 14-73 20-11-5 27-3-6 32-9-14 1-11-1 64-1 l 1-8.14 0 3-2-13 6-4-1 6-4-1 5-6-8 1-0-0 Plate Offsets(X,Y)-- [1:0-5-0,0-3-5],[2:0-3-12,0-2-8],[3:0-7-0,0-3-12],[4:0-4-12,0-2-4],[10:0-2-0,0-2-8],[15:0-2-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.25 12-14 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.91 Vert(TL) -0.48 12-14 >805 240 Mi85HS 185/148 TCDLBCLL 8.00.0 Rep Stress!nor NO WB 0.79 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:347 lb FT=O% LUMBER- BRACING- ITOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, BOT CHORD 2x4 DF No.i&Btr'Except' except end verticals. 10-13:2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 3-5-8 oc bracing. WEBS 2x4 HF Std'Except* 2-18,2-17,4-15,3-16:2x4 DF No.2 IOTHERS 2x6 DF No.2 REACTIONS. (size) 10=0-4-0,21=0-5-B Max Horz 21=-181(LC 10) Max Uplift 10=1201(LC 43),21=-3244(LC 43) Max Gray 10=2356(LC 42),21=4399(LC 42) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-4292/3102,1-2=-2485/1824,2-3=-1 51 72/1 20 07,3-4=20174/16152, 4-5=-17691/13285,5-7=-1 21 60/79 79,7-8=-5890/3368 BOT CHORD 17-18=-6561/8502,16-17=15748/19514,15-16=-15743/19506,14-15=-16151/20174, 12-14=-10586/15037,11-12=-5580/9085,1D-11=-1349/2521 WEBS 2-18=7379/5810,2-17—6669/8167,3-17=-6290/5418,4-14=-2937/3392, 5-14=-3212/3159,5-12=-3424/3103,7-12=-2855/3661,7-11=3804/2634, 1-18=-3563/4842,8-11=-2403/4010,8-10=-3318/1816,4-15—4583/4251,3.16—383/327, 3-15=-4469/4959 ��0 D PROFEss NOTES- �cNGtNE.R '1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-3-0 oc,2x6-2 rows staggered at 0-3-0 oc. �/ -q Bottom chords connected as follows:2x4-1 row at 0-7-0 oc. 89200PE Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 15-4 2x4-2 rows staggered at 0-3-0 oc,member 16-3 2x4-2 rows staggered at 0-2-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. I 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=42psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) OREGON �/� • gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 32-8-2 zone;cantilever left and right exposed;end 4)TCLILaASCE 7-tl left and lOht exposed;C-0 0 psf(fl fot r members of snow);Categoforces I;Exp B;Partially RS for reactions ctsExp nsC 1�00 wn;Lumber D0�1.60 plate grip DOL=1.60 G/0 4)1 f 4 2°,A`Q. 5)Unbalanced snow loads have been considered for this design. MFRR1L�- V I6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. RENEWAL DATE:12-31-2021 9)Bearing at joint(s)21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify June 23,2021 capacity of bearing surface. r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTeke 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 r} building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml lek' 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 ANSVEP11 Ouagfy Criteria,0.SB-Be end SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92860 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North �f K9838343 20-DD2646 A13 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:35 2021 Page 2 I D:Uz?6p9 Pw3CC W 5KptXKXkgHzFGli-L3i DKP4Dr8119XeW IM zgRV i POV?mj3pvt9r02Qz3PgA NOTES- 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=1201,21=3244. 11) Load case(s)40,41,42,43,44,45,46,47,48,49,50,51,52,53,54,55,56,57 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. I12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 11-4-6,and 5200 lb down and 5200 lb up at 10-4-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: I40) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-16(F),3-9=-16(F),10-19=-20(F) Concentrated Loads(Ib) Vert:3=-5200(F)4=5200(F) 41) User defined:Lumber Increase=2.00,Plate Increase=2.00 I Uniform Loads(pit) Vert:1-3=-16(F),3-9=-16(F),10-19=-20(F) Concentrated Loads(Ib) Vert:3=5200(F)4=-5200(F) I42) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-16(F),3-9-16(F),10-19=-20(F) Concentrated Loads(Ib) Vert:3=-2800(F)4=-2800(F) I 43)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-3=-16(F),3-9=-16(F),10-19=-20(F) Concentrated Loads(Ib) Vert:3=2800(F)4=2800(F) '' 44)3rd Unbal.User defined-Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-23=-31(F=-16),3-23-80(F=-16),3.9=8D(F=-16),10-19=-20(F) Concentrated Loads(Ib) Vert:3=-5200(F)4=5200(F) I45)4th Unbal.User defined-Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-23=-80(F=-16),3-23=31(F=-16),3-9=-31(F=-16),10-19=-20(F) Concentrated Loads(Ib) Vert:3=5200(F)4=5200(F) I46)3rd Unbal.User defined-Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-23=-31(F=16),3-23=-80(F-16),3-9=-80(F=-16),10-19=-20(F) Concentrated Loads(Ib) Vert:3=-5200(F)4=5200(F) I 47)4th Unbal.User defined-Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-23=-80(F=-16),3-23=-31(F-16),3-9=-31(F=-16),10-19=-20(F) Concentrated Loads(Ib) Vert:3=-5200(F)4=5200(F) I48)3rd Unbal.User defined-Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-23=-31(F=-16),3.23=80(F=-16),3-9=-80(F=16),10-19=-20(F) Concentrated Loads(Ib) Vert:3=-5200(F)4=5200(F) 49)4th Unbal.User defined-Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-23=-80(F=-16),3-23=-31(F=-16),3-9=-31(F=-16),10-19=-20(F) Concentrated Loads(Ib) Vert:3=-5200(F)4=5200(F) 50)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-31(F=-16),3-9=-80(F=-16),10-19=-20(F) Concentrated Loads(Ib) Vert:3=-5200(F)4=5200(F) I 51)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-80(F=-16),3-9=-31(F=-16),10-19=-20(F) Concentrated Loads(Ib) • Vert:3=-5200(F)4=5200(F) I 52) 3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-31(F=-16),3-9=-80(F=-16),10-19=-20(F) Concentrated Loads(Ib) Vert:3=-5200(F)4=5200(F) 53) 4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-80(F=-16),3-9=-31(F=-16),10-19=-20(F) ammo WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITeA®connectors.This design is based only upon parameters shown,end 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 end property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,sea ANSVrPIr Gustily Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92860 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838343 20-DD2646 A13 ROOF SPECIAL 1 L Job Reference(optional Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:35 2021 Page 3 IID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-L3iDKP4Dr6119XeWIMzgRViPoV?mj3pvt9r02Oz3PgA LOAD CASE(S) Concentrated Loads(Ib) Vert:3=-5200(F)4=5200(F) I54)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-31(F=-16),3-9—80(F=-16),10-19=-20(F) Concentrated Loads(Ib) Vert:3=-5200(F)4=5200(F) I55) 4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=80(F=-16),3-9=-31(F—16),10-19=-20(F) Concentrated Loads(Ib) Vert:3=-5200(F)4=5200(F) I56)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-31(F=-16),3-9=-80(F=-16),10-19=-20(F) Concentrated Loads(Ib) Vert:3=-5200(F)4=5200(F) I57)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-80(F-16),3-9=-31(F=-16),10-19=-20(F) Concentrated Loads(Ib) Vert:3=-5200(F)4=5200(F) I I I I I I II I I I I ' A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/192020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design imo the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml lr� ek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/r Quality Criteria,DSB-89 and SCSI Building Component 250 Krug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838344 20-DD2646 A14 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:44:38 2021 Page 1 ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-meOMzQ7683PK0_M4QVXN36KWW]1 xwROMZ73gflz3Pg7 11-5-3 5-1-1 8-0-0 10-4-6 11-4-5g,1 17-9-4 24-1-5 30-5-6 32-9-14 5-1-1 2-10-15 2-4-6 1-0-0„ 6.4-1 6-4-1 6-4-1 I 2-4-8 0-0.13 Scale=1:59.6 i 4x6= 0.50112 ' 1 5x14= 4x8 M18SHS= 5x8 II — 4x8 M18SHS= 8x8 = 3x5= 5x6= 3x6= x5 3 = 3x4II 1 23 2 3 4 5 6 7 8 24 9 10 2 rN 11 20 19 18 17 16 11 15 14 13 12 2x3 11 4x7= 4x9= 4x4= 3x5= 4x8 M18SHS= 3x5= 3x6= 4x4= 2x3 I l 1-11-1 8-0-0 8131210-4-6 ,1-4q 14-7-3 20-11-5 l 27.3-6 32-9-14 1-11-1 6-0-15 0-3-2 2-1-4 1-0-0 3-2-13 6-4-1 64.1 5-6-8 Plate Offsets(X,Y)-- [1:0-5-0,0-3-5],[2:0-4-0,0-2-4],[4:0-4-0,0-4-12],[5:0-4-12,0-2-4],[11:0-2.0,0.2-8j,[16:0-1-12,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.23 13-15 >999 240 MT20 185/148 (Roof Snow=25.0)I Lumber DOL 1.15 BC 0.88 Vert(TL) -0.45 13-15 >858 240 M18SHS 220/195 Weight:349 lb FT=0 TCDL 8.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.15 11 Na n/a BOLL 0.0 Code IBC2012/TP12007 Matrix-R BCDL 1D.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc puffins, BOT CHORD 2x4 OF No.1&Btr`Except` except end verticals. 11-14:2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 3-6-6 oc bracing. • WEBS 2x4 HF Std*Except* 2-19,2-18,5-16,4-17:2x4 DF No.2 OTHERS 2x6 DF No.2 REACTIONS. (size) 11=0-4-0,22=0-5-8 Max Horz 22=-181(LC 10) Max Uplift 11=-1214(LC 43),22=-3231(LC 43) IMax Gray 11=2369(LC 42),22=4386(LC 42) FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-4284/3092,1-2=-2481/1819,2-3=-14892/11779,3-4=-14892/11778, 4-5=-19527/15659,5-6=-17119/12881,6-8=-11767/7745,8-9=-5696/3271 ' BOT CHORD 18-19=-6607/8567,1 7-1 8=-1 5445/1 9 1 32,16-17=-15445/19132,1 5-1 6=-1 5659/1 9527, 13-15=-10271/14553,12-13=-5418/8789,11-12—1310/2436 WEBS 2-19=-7467/5875,2-18=-6341/7757,4.18=-6034/5218,5-15=2883/3325, 6-15=-3144/3091,6-13=-3357/3044,8-13=-2804/3588,8-12=-3727/2587, 1-19=-3607/4903,9-12=2363/3928,9-11=-3271/1798,5-16=-4440/4154,4-17-345/284, 4-16=-4238/4662 ��co PROpe,,I • 1)NOTES- 2 ply truss to be connected together with 10d(0.131"x3")nails as follows: ,,_ v�G I N 'T /�� Top chords connected as follows:2x4-2 rows staggered at 0-3-0 oc,2x6-2 rows staggered at 0-5-0 oc. �4 -ff Bottom chords connected as follows:2x4-1 row at 0-7-0 oc. Q y,-,,, 89ZOO PE t' Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 16-5 2x4-2 rows staggered at 0-2-0 oc,member 17-4 2x4-2 rows staggered at 0-2-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to . - ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. A. I3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) OREGON ([/� gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 32-8-2 zone;cantilever left and right exposed;end �` A_ y ��A vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 / .q 0 f_ 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 O • 14 2 A 5)Unbalanced snow loads have been considered for this design. MERR 1 0- v I6)Provide adequate drainage to prevent water ponding. n 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. RENEWAL DATE:12-31-2021 9)Bearing at joint(s)22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify June 23,2021 capacity of bearing surface. mewl WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. �t II! Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is loran 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 less web and/or — or chord members only.Additional temporary and permanent bracing MiTek' 1 is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the ILfabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVlP11 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety information available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838344 20-DD2646 A14 ROOF SPECIAL 1 e1 • Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 a Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:38 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-meOMz07683PK0_M40VXN38KwWj 1 xwROMZ73gfiz3Pg7 NOTES- 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=1214,22=3231. 11) Load case(s)40,41,42,43,44,45,46,47,48,49,50,51,52,53 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. I 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 11-4-6,and 5200 lb down and 5200 lb up at 104-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: I 40) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-3=-16(F),3-10=-16(F),11-20=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F) ' 41) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-3=-16(F),3-10=-16(F),11-20=-20(F) Concentrated Loads(Ib) Vert:4=5200(F)5=-5200(F) I 42) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=16(F),3-10=-16(F),11-20=-20(F) Concentrated Loads(Ib) Vert:4=-2800(F)5=2800(F) I 43) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-16(F),3-10=-16(F),11-20=-20(F) Concentrated Loads(Ib) Vert:4=2800(F)5=2800(F) 44)3rd Unbal.User defined-Parallel:Lumber Increase=1.15,Plate Increase=1.15 I Uniform Loads(plf) Vert:1-3=-31(F=-16),3-10=-80(F=-16),11-20=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F) I 45)4th Unbal.User defined-Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-80(F=-16),3-10=31(F=-16),11-20=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F) 46)3rd Unbal.User defined-Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-31(F=-16),3-10=80(F=16),11-20=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F) I 47)4th Unbal.User defined-Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1.3=-80(F=16),3-10=-31(F=-16),11-20=-20(F) Concentrated Loads(lb) Vert:4=-5200(F)5=5200(F) I 48) 3rd Unbal.User defined-Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-31(F=-16),3-10=-80(F=-16),11-20=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F) 49)4th Unbal.User defined-Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-80(F=-16),3-10=31(F=16),11-20=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F) 50)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-31(F�16),3-10=-80(F=-16),11-20=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F) 51)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 I Uniform Loads(pit) Vert:13=80(F=-16),3-10=-31(F=-16),11-20=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F) I 52)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-31(F=-16),3-10=-80(F=-16),11-20=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F) I 53)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-80(F=-16),3-10=31(F=-16),11-20=-20(F) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTelc®connectors.This design Is based only upon parameters shown,and is for an individual building component,not - a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSVTPI7 Duality Criteria,DSS-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Walden,MD 20661 Corona,CA 92880 I Job Truss Truss Type City Ply Timbartech-Dartmouth North �f K9838344 20-DD2646 A14 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:38 2021 Page 3 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-meOMzQ7683PK0_M4QVXN38KwWj1 xwR0MZ73gflz3Pg7 LOAD CASE(S) Concentrated Loads(lb) Vert:4=-5200(F)5=5200(F) r I I 1 I I I I I I 1 11 I I I IA WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with Wear connectors.This design is based only upon parameters shown,and is for an individual building component,not a MISS system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall mi I building design.Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi ek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRP/7 Quality Criteria,DEB-BE and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20501 Corona.CA 92880 I Job Truss Truss Type City Ply Timbertech-Dartmouth North K9838345 20-DD2646 A15 ROOF SPECIAL 1 1 _ Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:39 2021 Page 1 1 5 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-EgykAm7kVNXBe8xH_C2ccLtBX7PMffuVonpEBBz3Pg6 5-1-1 -0- 11-5-3 17-9-4 24-1-5 31-7-0 3?•0rr8 5-1-1 ?-13 0-10- 5-5-3 6-4-1 6-4-1 7-5-10 0-5-9 Scale=1:60.0 I 0.50 112 4x6= 4x6= I 5x14= 3x6= 6x12= 7 3x6= 3x4= 3x6= 3x4= 3x4= 18 21 2 3 4 5 6 7 101 a— Iorg 20 to 16 15 14 13 12 11 10 9 I2x4 114x4 II 3x5= 3x4= 3x8 M18SHS= 3x4= 4x6= 3x4 I I I 1-11-1 6-0-0 8-3-2 14-7-3 20-11-5 27-3-6 I 31-7-0 39-0r8 1-11-1 4-0-15 2-3-2 6-4-1 6-4-1 6-4-1 4-3-10 0 5- 18 ' Plate Offsets(X,Y)-- [1:0-5-0,0-2-131,[2:0-2-12,0-1.81,[8:0-3-8,0-3-0],[14:0-2-0,0-1-8],[15:0-1-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.37 11-13 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.74 Vert(TL) -0.71 11-13 >524 240 M18SHS 220/195 TCDLBCLL 6.00.0 Rep Stress Ina YES WB 0.79 Horz(TL) 0.05 20 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:145 lb FT=O% LUMBER- BRACING- ITOP CHORD 2x4 DF 2500F 2.2E TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std`Except` BOT CHORD Rigid ceiling directly applied or 5-6-14 oc bracing. 8-10:2x4 DF No.2 OTHERS 2x6 DF No.2 IREACTIONS. (size) 19=0-5-8,20=0-5-8 Max Horz 19=-223(LC 10) Max Uplift 19=-397(LC 15),20=-443(LC 11) Max Gray 19=1492(LC 21),20=1520(LC 28) 111 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 1-19—1481/410,1-2=782/254,2-3=3659/1029,3-4=-3668/1033,4-6=-4910/1379, 6.7=4495/1252,7-8=-2296/645,8-20=-1466/454 BOT CHORD 14-15=-835/2530,13-14=-1397/4648,11-13—1465/5036,10.11—1097/3771 I WEBS 2-15=-2182/680,2-14=-297/1503,4-14=-1300/434,4-13=-3/369,6-11=-682/297, 7-11=165/907,7-10=-1821/615,1-15=-350/1548,8-10=-591/2394 NOTES- 1)Wind:ASCE 7-10;Vult=l3omph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h�Oft;Cal.II;Exp B;Enclosed;MWFRS(envelope) Igable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 31-5-4 zone;cantilever left and right exposed;end tr- vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 R�D a�`ss 2)TCLL:ASCE 7.10;Pf=25.0 pal(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ��5 LNG I NEF9 /p2 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. �� •9� I5)All plates are MT20 plates unless otherwise indicated. 89200PE 6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Bearing at joint(s)19,20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(]t=lb) I 19=397,20=443. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • 7G OREGON � /0�gy14 2°N P ME'ARIL1- 1 RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. mill Design valid for use only with MiTeM8 connectors.This design is based only upon parameters shown,end is for an individual building component,not Immo 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 andior 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 lasses and truss systems.see ANSf?PI1 Quality Criteria,05e-99 and BCa/Building Component 250 Klug Circle Safety information available from Truce Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 • IJob •Truss !Truss Type Oty Ply Timbertedt-Dartmouth North 20-DO2646 A16 ROOF SPECIAL 1 2 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 23 11:46:02 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-OuzELaCAkPYck7JP?IR1 ohOm?x4calW V WNX6JZz3NuJ S75 4-0-0 5-11 fi-]-5 11-53 17-9-4 24-1-5 25-97 6-9-7 31-7-0 32-0r6 4-0-0 1-1-1 1-0-0 4-9-14 6-4-1 644 1E-2 �1-0-0 as-9 s 0$a Scale=1:60.1 ! 0.50 112 6x6 II 4x6= 6x12= 5x8 M18SHS II 4x6 II 6x14— ' —.1 4z8 3 4= 4z6 3x4= 4z6= 3x4= 3x4= 3x6 I — 2 1 2 5 8 7 8 9 10 23 4'{�� N V 41 h �- 3 25 I 1 21 14 13 12 20 19 18 17 16 15 3x4 5x9= 4x4= 3x4= 3x4= 3x8 M18SHS= 3x4= 4x8= 2x4 I4x8= i27-3-6 I I 14 -3 I20-11-5 25-9-7 31-7-011-11-11 I 24--00-015 I 26-]-7-55 16.J3--213 j -4 I 1-0-0I 3S1 & 6-4-1 - 4-10-2 4-3-10 0-5-15 Plate Offsets(X,Y)-- [1:0-3-0,0-3-9],[3:0-4-12,0-2-8],[4:0-4-8,0.1.8],[9:0.4-4,0-1-8],[10:0-3-8,0-1-12],[11:0-7-0,0-3-8],[12:0-2-0,0-0-4],[13:0-2-8,0-2-0],[14:0-1-12,0-2-0], [20:0-3-12,0.2-8],[25:0-2-0,0-1-0] LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/detl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.19 15-17 >999 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.72 Vert(TL) -0.36 15-17 >999 240 M18SHS 185/148 L BOL 8.0 Rep Stress Inc/ NO WB 0.81 Horz(TL) 0.07 25 Na n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:358 lb FT=O% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-6 oc pudins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std`Except" BOT CHORD Rigid ceiling directly applied or 4-4-3 oc bracing. 3-20,11-13:2x4 DF No.2 1 OTHERS 2x6 DF No.2 REACTIONS. (lb/size) 24=1326/0-5-8 (min.0-1-8),25=1326/0-5-8 (min.0-1-8) Max Horz 24=-224(LC 10) Max Uplift 24=-4045(LC 43),25=4110(LC 44) Max Gray 24=5155(LC 42),25=5220(LC 45) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-5018/3915,1-2=-2916/2300,2-3=-2923/2305,3-4=-11735/9401,4-5=-11313/8541, 5-6=-9099/5411,6-7=-9099/5411,7-8=-9877/6547,8-9=-10993/8779,9-10—10993/8779, 10-11=-1005518168,i 1-25=5102/4096 BOT CHORD 20-21=-226/296,19-20=-8780/10794,18-19=-9401/11735,17-18=-6951/10311, 16-17=-5087/8737,15-16=5087/8737,1 4-1 5=-81 30/1 0 81 7,1 3-1 4=-81 68/1 0055, 12-13=-295/420 WEBS 3-20=-9271/7627,4-18=-774/1525,5-18=-1964/1238,5-17=1496/1901,7-17-1674/1721, 7-15=-1873/1477,8-15=1285/2079,8-14=-1650/847,1-20=-4378/5531, 10-13 4759/4006,10.14—32 9/4�8,3-19=-3954/4757,9-14=-3065/3049, a PR ss/�,f�NOTES -!,1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: 9Topchords connected as follows:2x4.2 rows staggered e10-2-0 oc,2x6-2 rows staggered at 0-3-0 oc.Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 14-9 2x4-2 rows staggered at D-3-D oc,member 110 2x4-2rows staggered at 0-3-0 oc. 2)All loads are considered equally applied to all plies,except iif noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply toIX.plyconnections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 4-0-0,Interior(1)4-0-0 to 31-5-4 zone;cantilever left and right exposed;end vertical leftand right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �P4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 I5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. RENEWAL DATE:12-31-2021 8)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTel®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 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 ANSUTP/1(lathy Criteria,BSB-89 and BC51 Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply Timbertech-Dartmouth North 20-DD2646 A16 ROOF SPECIAL 1 2 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Maek 8.430 s Mar22 2021 MTek Industries,Inc.Wed Jun 23 11:46:02 2021 Page 2 I D:Uz?6p9Pw3CCW5KptXKXkgHzFGli-OuzELaCAkPYck7JP?IR1 ohOm?x4calW V WNX6JZz3NuJ INOTES- 9)Bearing at joint(s)24,25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4045 lb uplift at joint 24 and 4110 lb uplift at joint 25. 11) Load case(s)40,41,42,43,44,45,46,47,48,49,50,51 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. I12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 6-7-5,5200 lb down and 5200 lb up at 5-7-5,and 5200 lb down and 5200 lb up at 25-9-7,and 5200 lb down and 5200 lb up at 26-9-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. ILOAD CASE(S) Standard Except: 40) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-16(F),2-11=-16(F),12-21=-20(F) Concentrated Loads(Ib) Vert:3=-5200(F)4=5200(F) 41) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-16(F),2-11=-16(F),12-21=-20(F) Concentrated Loads(Ib) Vert:3=5200(F)4=-5200(F) 42) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-2=-16(F),2-11=-16(F),12-21=-20(F) Concentrated Loads(lb) Vert:3=-2800(F)4=-2800(F) 43) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-16(F),2-11=-16(F),12-21=-20(F) Concentrated Loads(Ib) Vert:3=2800(F)4=2800(F) 44) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1.2=-16(F),2-11=-16(F),12-21=-20(F) Concentrated Loads(Ib) Vert:9=2800(F)10=2800(F) 45) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-16(F),2-11=-16(F),12-21=-20(F) Concentrated Loads(Ib) 111 Vert:9=-2800(F)10=2800(F) 46) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=16(F),2-11=-16(F),12-21=-20(F) Concentrated Loads(Ib) Vert:9=5200(F)10=5200(F) 47) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-16(F),2-11=-16(F),12-21=-20(F) I Concentrated Loads(Ib) Vert:9=5200(F)10=5200(F) 48)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-31(F=16),2-11=-80(F=-16),12-21=-20(F) Concentrated Loads(Ib) 111 Vert:3=-5200(F)4=5200(F) 49)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-80(F=-16),2-11=-31(F=-16),12-21=-20(F) Concentrated Loads(Ib) Vert:3=-5200(F)4=5200(F) • 50)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-31(F=-16),2-11=80(F=16),12-21=-20(F) Concentrated Loads(Ib) Vert:3=-5200(F)4=5200(F) 51)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-80(F=-16),2-11=-31(F=-16),12-21=-20(F) Concentrated Loads(Ib)' Vert:3=-5200(F)4=5200(F) I 1 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MNEK REFERENCE PAGE MII-7473 rev.5,19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly inCO el tam this ry and into the overall building design.Bracing indicated is to prevent buckling of indivitlual truss webury an chord members only.Additional temporary and permanent bracing HAW ' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of lessee and truss systems,see ANSVFPl1 Oua/ity Criteria,OSBA9 and BCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North 20-DD2646 A17 ROOF SPECIAL 1 2 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 22 2021 MiTek Industries,Inc.Wed Jun 23 11:45:25 2021 Page 1 ID:Uz76p9Pw3CCW5KptXKXkgHzFGli4y0dnGmaDLO]QbYUukoaL5WdSOIf8RPCEnpC1 ez3Nut ' 6-7-5 2-1-10 I 5-1-1 $J-0 5-3 794 24-1-5 1259-7 2&9-]1 31.7-0 8 2-1-10 2-11-7 d 6§ 14-9-141-5-3 6-4-1 6-4-1 1-8-2 I1-0-0 4-9-9 S 1-0.n Scale=1:59.9 0.50 112 6x6 II 4x7 6x6 II 6x8 M18SHS II 3x4= ' 6x12= 6x16= 4x6= 4x6 14x6= 3x4= 3x4= 3x6 22 1 2 3 4 5 6 7 8 9 10 23 [7 .A A n DE n ss �Il•is - ]� - O 25 0, v I i‘t .1:: to 21 20 26 27 18 28 29 3017 31 16 32 33 15 34 35 14 13 36 37 12 ' 2x4 II4x5 II 3x4= 3x4= 4x6 M18SHS= 3x4= 4x8 M18SHS= 3x4 II 5x6 M78SHS= 4x70= ' 27-3-6 1-11-1 2- 10 6-]-5 6.3-2 14-7-3 I 20-11-5 I 25-9-7 26-9-7, 31-7-0 37-0i6 1-114 0 19 4-5-11 17-13 6-4-1 6-4-1 4-10-2 1-00 43-10 (!-5$ 0-5-15 Plate Offsets(X,Y)-- [1:0-3-8,0-3-9],[3:0-4-4,0-3-0],[4:04-8,0-2-0],[9:0-3-12,0-1-8],[10:04-0,0-2-0],[11:0.7.0,0-3-8],[12:0-1-12,0-0-8],[13:0-3-0,0-2-4],[14:0-1-12,0-1-8), I [19:0-2.0,0-2-0],[21:0-2-0,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.56 17-18 >655 240 MT20 185/148 ' (Roof Snow=25.0) Lumber DOL 1.15 BC 0.94 Vert(TL) -0.91 17-18 >407 240 M18SHS 185/148 TCDL 8.0 Rep Stress Ina NO WB 0.95 Horz(TL) 0.10 25 n/a n!a BCDL 10.0 Code IBC20121TP12007 Matrix-R Weight:359 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2I TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc puffins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std_Except* BOT CHORD Rigid ceiling directly applied or 5-1-13 oc bracing. 1-20,11-13:2x4 DF No.2 OTHERS 2x6 DF No.2 REACTIONS. (lb/size) 24=2097/0-5-8 (min.0-1-8),25=2097/0-5-8 (min.0-1-8) Max Horz 24=-221(LC 10) Max Uplift 24=-2820(LC 43),25=-2882(LC 44) Max Gray 24=6380(LC 42),25=6448(LC 45) IFORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-24=-6360/2669,1-2=-3650/1577,2-3=3662/1583,3 4=-1 3847/653 7,4-5=-13997/5175, 5-6=-12897/2489,6-7=-12897/2489,7-8=-13250/2613,6-9=-13050/6031, 9-10=-13050/6031,1 0-1 1=-1 1790/5843,12-25=-39/284,11-25=-6164/3045 IBOT CHORD 20-21—213/362,20-26=-6300/12539,26-27=-6300/12539,19-27=-6300/12539, 18-19=-6537/13847,18-28=-3116/13555,28-29-3116/13555,29-30=-3116/13555, 17-30=-3116/13555,17-31=-2632/12341,31-32=-2632/12341,16-32=-2632/12341, 16-33=-2632/12341,15-33—2632/12341,1 5-34=4966/1 3335,34-35=-4966/13335, 14-35=-4966/13335,13-14=-5843/11790,13-36=-134/520,36-37=134/520, 12-3 =-1 /520 1 WEBS 5-18=-2574/5611,5-17=823/2502,7-17=-1379/1942,7-15=-2073/1204,8-15—511/3064, ' �e'�� P R OFFVS. -4 3-20-10565/5614,3-19—2932/5692,4-18=-487/2469,9-4=-3095/2947, ,.S.1 GNGI N�E'9 �,�, 10-13=-5520/3253,10-14—227f3/5046 92 OP 1 I NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: • Top chords connected as follows:2x4-2 rows staggered at 0-2-0 oc,2x6-2 rows staggered at 0-3-0 oc. / • - ' Bottom chords connected as follows:2x4.1 row at 0-9-0 oc. �Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 14-9 2x4-2 rows staggered at 0-3-0 oc,member 13-10 2x4-2 OR EGO N �C/ rows staggered at 0-3-0 oc. L 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 47 <© .4Y14 2° P� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) FR R I l.-\- gable end zone and C-C Exterior(2)0-7-4 to 2-1-10,Interior(1)2-1-10 to 31-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;ct=t.00 RENEWAL DATE: 12-31-2021 5)Unbalanced snow loads have been considered for this design. June 23,2021 6)Provide adequate drainage to prevent water ponding. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. 111! Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for en 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 IT—ele —. • is always required to./stebilily and to prevent collapse with possible personal inlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Af,MD 21 octelfty Criteria,t15B-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92650 IJob Truss Truss Type Qty I Ply Timbertech-Dartmouth North 20-DD2646 A17 ROOF SPECIAL 1 2 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 222021 MiTek Industries,Inc. Wed Jun 23 11:45:26 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-4yodnGmaDLOjQbYUukoaL5WdSQIfBRPCEnpCl ez3Nut INOTES- 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Bearing at joint(s)24,25 considers parallel to grain value using ANSIJTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2820 lb uplift at joint 24 and 2882 lb uplift at joint 25. I11) Load case(s)40,41,42,43,44,45,46,47,48,49,50,51,52,53 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 6-7-5,5200 lb down and 5200 lb up at 5-7-5,and 5200 lb down and 5200 lb up at 26-9-7,and 5200 lb down and 5200 lb up at 25-9-7 on top chord,and 121 lb down at 2-0-12,121 lb down at 4-0-12,121 ' lb down at 6-0-12,121 lb down at 8-0-12,121 lb down at 10-0-12,121 lb down at 12-0-12,121 lb down at 14-0-12,121 lb down at 16-0-12,121 lb down at 18-0-12, 121 lb down at 20.0.12,121 lb down at 22-0-12,121 lb down at 24-0-12,121 lb down at 26-0-12,and 121 lb down at 28-0-12,and 121 lb down at 30-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: I1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-66,2-11=-66,12-21=70(F=50) 40) User defined:Lumber Increase=2.00,Plate Increase=2.00 ' Uniform Loads(plf) Vert:1-2=-16()),2-11=-16(F),12-21-41(F) Concentrated Loads(Ib) Vert:18_121(B)20=-121(B)4=5200(F)3=-5200(F)14=121(B)26=121(B)27=-121(B)28=-121(B)29=-121(B)30=-121(B)31=-121(B)32=-121(B)33=-121(B) 34=121(B)35=-121(B)36=-121(B)37=-121(B) ' 41) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2-16(F),2-11-16(F),12-21=-41(F) Concentrated Loads(lb) Vert:18=-121(B)20=-121(B)4=5200(F)3=5200(F)14=-121(B)26=-121(B)27=-121(B)28=-121(B)29=-121(B)30=-121(B)31=-121(B)32=121(B)33=-121(0) 34=-121(B)35=-121(B)36=-121(B)37=-121(B) I42) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1.2=-16(F),2-11=-16(F),12-21=-41(F) Concentrated Loads(Ib) Vert:18=-121(B)20=-121(B)4=2800(F)3=-2800(F)14=-121(13)26=-121(13)27=121(B)28=-121(B)29=-121(B)30-121(B)31-121(B)32=-121(B)33=-121(B) 34=-121(B)35=-121(B)36=-121(B)37=-121(B) 43) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-16(F),2-11=-16(F),12-21=-41(F) Concentrated Loads(Ib) Vert:18=-121(B)20=-121(B)4=2800(F)3=2800(F)14=-121(B)26=-121(B)27=-121(B)28-121(B)29-121(B)30=-121(B)31=-121(B)32=121(B)33=-121(B) 34=121(B)35=-121(B)36=-121(B)37-121(B) 44) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=16(F),2-11=-16(F),12-21=-41(F)' Concentrated Loads(Ib) Vert:18=-121(B)20}121(B)9=2800(F)10=2800(F)14=-121(B)26=-121(B)27=-121(B)28=-121(B)29=-121(B)30=-121(B)31=-121(B)32=121(B)33=-121(B) 34=-121(B)35=-121(B)36=-121(B)37-121(B) 45) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=16(F),2-11=16(F),12-21=41(F) Concentrated Loads(Ib) Vert:18=-121(B)20=-121(B)9=-2800(F)10=2800(F)14=-121(B)26=-121(B)27=-121(B)28=121(B)29=121(B) 30-121(B)31=-121(B)32=-121(B)33=121(B)34=121(B)35=-121(B)36=-121(B)37=-121(B) 46) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=16(F),2-11=-16(F),12-21=-41(F) Concentrated Loads(Ib) I Vert:18=-121(B)20=-121(B)9=5200(F)10=-5200(F)14=121(B)26=-121(B)27=-121(B)28=-121(B)29=-121(B) II 30-121(B)31=121(B)32=-121(B)33=-121(B)34=-121(B)35=-121(B)36=-121(B)37=-121(B) 47)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2-16(F),2-11=-16(F),12-21=-41(F) Concentrated Loads(Ib) Vert:18=-121(B)20=-121(B)9=5200(F)10=5200(F)14=-121(B)26=-121(B)27=-121(B)28-121(B)29=-121(B) 30=-121(B)31=-121(B)32=-121(B)33-121(B)34-121(B)35=121(B)36=-121(B)37=-121(B) 48)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-31(F=-16),2-11=-80(F=-16),12-21=-70(F) Concentrated Loads(Ib) Vert:18=-38(B)20=-38(B)4=5200(F)3=-5200(F)14=-38(B)26=-38(B)27=-38(B)28=-38(B)29=-38(B)30=-38(B) 31=-38(B)32=-38(B)33=-38(B)34=-38(B)35=38(B)36=-38(B)37=-38(B) 49)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-80(F=-16),2-11=-31(F=16),12-21=-70(F) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for useonty with MiTek0 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 properly incorporate this design irdo the overall building design.Bracing indicated is to prevent buckling of individual buss web and/or chord members only.Additional temporary and permanent bracing MiTek- • is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see AMP-1711 Quality Criteria,OSB-89 and SCSI Building Component 250 Klug Circle • Safety Information available from Truss Plate Institute,2870 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Qty Ply Tlmbertech-Dartmouth North 20-DD2646 A17 ROOF SPECIAL 1 2 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 22 2021 MITek Industries,Inc. Wed Jun 23 11:45:26 2021 Page 3 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-4yodnGmaDLOjObYUukoaL5Wd5QIf8RPCEnpC1 ez3Nut ' LOAD CASE(S) Concentrated Loads(Ib) Vert:18=38(B)20=-38(B)4=5200(F)3=-5200(F)14=-38(B)26�38(B)27=-38(B)28=-38(B)29=-38(B)30=-38(B)31=-38(B)32=-38(B)33=-38(B)34=-38(B) 35=38(B)36=38(B)37=-38(B) I50)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-31(F=-16),2-11=-8D(F=-16),12-21=-70(F) Concentrated Loads(Ib) Vert:18=-38(B)20=-38(B)4=5200(F)3=-5200(F)14=-38(B)26=38(B)27=-38(B)28=-3B(B)29=-38(B)30=-38(B)31=-38(B)32=-38(B)33=-38(B)34=-38(B) I35=-38(B)36=-38(B)37=-38(B) 51)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-2=-80(F=-16),2-11-31(F=16),12-21=-70(F) Concentrated Loads(Ib) Vert:18=-38(B)20=-38(B)4=5200(F)3=-5200(F)14=-38(B)26=-38(B)27=-38(B)28=-38(B)29=-38(B)30=-38(B)31=-38(B)32=-38(B)33=-38(B)34=-38(B) 35=-38(B)36=-38(B)37=-38(B) 52)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-31(F=-16),2-11—80(F-16),12-21=-70(F) IConcentrated Loads(Ib) Vert:18=-38(B)20=-38(B)4=5200(F)3=-5200(F)14=-38(B)26=-38(B)27=-38(B)28=-38(B)29=-38(B)30=-38(B)31=-38(B)32=-38(B)33=-38(B)34=-38(B) 35=-38(B)36=-38(B)37=-38(B) 53)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-2=-80(F=-16),2.11—31(F=-16),12-21=-70(F) Concentrated Loads(lb) Vert:18=-38(B)20=-38(B)4=5200(F)3=-5200(F)14=-38(B)26=-38(B)27=-38(B)28=-38(B)29=-38(B)30=-38(B)31=-38(B)32=-38(B)33=-38(B)34—38(B) 35=-38(B)36=38(B)37=-38(B) 1 I I 1111 • II I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is loran 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 NIA'is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PI7 Ouaiify Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North 20-DD2646 A18 ROOF SPECIAL 1 2 2 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 a Mar 222021 MiTek Industries,Inc.Wed Jun 2311:44:44 2021 Page 1 I D:Uz?6p9Pw3CCW5KptXKXkgHz FG I i-ItFkzvG E6Rkg N7LPRw2keEnQg VSI IT6DaEe_Z4z3 NvX ' 9-00 3-10-03-1-0 4-10-0 7-1-5 13-5-10 19-9-14 I 28-2-3 I 32-6-8 6-4-5 I 34-11.14 8.9. 1-0-0 2-3-5 6-4-5 6-4-5 6-4-52-5-6 Scale:3/16"=1' i OM0.50 112 11 5z14= 5x7 II • - 4x7 11 3x6= 1 2 3 3x4= 4x6= _ 4 5 6 374 3x4= 5z9= 3x4 II 8 22 g 10 I IN- 19 23 18 17 1 24 25 26 16 27 28 29 15 30 31 14 32 1333 34 35 12 36 37 5x5= 3x4 II = 3x5= 3x4= 4x10 M18SHS=3x4= 4x7= 3x4= t4-10-0 1 3-10-0 3-1,1-2-2 I 10-3-7 I 16-7-12 1 23-0-1 28-4-6 34-11-14 310-0 0- 5-5-7 6-4-5 B-45 B-4-5 5-7-8 0-10-14 IPlate Offsets(X,Y)-- [1:0-5-0,0-3-5],[2:0-4-12,0-2-0],[3:0-4-12,0-2-8],[4:0-2-4,0-1-8],[9:0-4-8,0-3-0],[11:0-2-8,0-2-12],[16:0-1-6,0-1-81,[17:0-1-12,0-1-8],[18:0-4-8,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.71 13-15 >578 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(TL) -1.24 13-15 >332 240 M18SHS 220/195 ' TCDL 8.0 Rep Stress!nor NO WB 0.82 Horz(TL) 0.10 11 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-MS Weight:412 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins, BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-18,9-12:2x4 DF No.2 OTHERS 2x6 DF No.2 I REACTIONS. (lb/size) 11=2480/Mechanical,21=2501/0-5-8 (min.0-1-8) Max Horz 21=-177(LC 32) Max Uplift 11-1310(LC 11),21=-3345(LC 49) Max Gray 11=2663(LC 21),21=6635(LC 48) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 19-21=-60/265,1-21=-6371/3310,1-2=-8645/4469,2-3=8675/4492,3-4=-10538/5139, 4-5=12804/4475,5-6=13897/6240,6-7-I3898/6238,7-8=-13652/6589, 8-22-9594/4663,9-22=-9604/4663 BOT CHORD 19-23=-160/280,18-23=-160/280,17-18=5132/10527,1 7-24=-3731/11 48 5, I 24-25=-3731/11485,25-26=-3731/11485,16-26=-3731/11485,16-27=-5492/13383, 27-28=-5492/13383,28-29=-5492/13383,15-29=5492/13383,15-30=-6627/13756, 30-31=-6627/13756,14-31-6627/13756,14-32=-6627/13756,13-32=-6627/13756, 13-33-5998/12350,33-34=-5998/12350,34-35-5998/12350,12-35=-5998/12350, 12-36=-2444/4927,36-37=-2444/4927,11-37=2444/4927 b r WEBS 5-16=2527/1213,5-15=-6591985,7-15=-1105/449,71 3=-726/1065 8--13=-647/2087, .`�c ,D P n o7`ss 8-18=-3009/1975 9-12=2 _3 12=-3015/1439, 371/4943,2-18489/3597,3-17=•1047/2185, ��\� �NG'Nf�'T �029 NOTES- 89200PE 1)2-ply trors to ne connected ted ass togetherlows: with rodw staggered atnails s follows: ,4 Top chords connected follows:2x4-2 rows staggered at 0-2-0 oc,2x6-2 rows staggered at 0-9-0 oc. / Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 2-18 2x4-2 rows staggered at 0-3-0 oc,member 17-3 2x4-2 rows staggered at 0-3-0 oc. O OREGON k/� 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to �� ,,//-- ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. /O_n+4'r 14 2,01 ^� 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL�.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) v. �P gable end zone and C-C Exterior(2)0-7-4 to 3-10-0,Interior(1)3-10-0 to 34-10-2 zone;cantilever left and right exposed;end vertical �FRRII.L left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 5) Unbalanced snow loads have been considered for this design. RENEWAL DATE:12-31-2021 6) Provide adequate drainage to prevent water ponding. June 23,2021 7)All plates are MT20 plates unless otherwise indicated. A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTebb 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 r} building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI lek' 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?PII Due/ity Criteria,OSB-89 end SCS/Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Qy Ply Timbertech-Dartmouth North 20-DD2646 A1B ROOF SPECIAL 1 2 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar22 2021 MiTek Industries,Inc.Wed Jun 23 11:44:45 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-n4p7AFHstIsX?Hwo?dZzASKbQvnX1 wL9puNX6Wz3NvW NOTES- 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Refer to girder(s)for truss to truss connections. 10) Bearing at joint(s)21 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1310 lb uplift at joint 11 and 3345 lb uplift at joint 21. I12) Load case(s)46,47,48,49 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 4.10.0,and 5200 lb dawn and 5200 lb up at 3-10-0 on top chord,and 120 lb down and 105 lb up at 1-6-8,120 lb down and 106 lb up at 3-6-8,120 lb down and 106 lb up at 5-6-8,120 lb down and 107 lb up at 7-6-8,120 lb down and 107 lb up at 9-6-8,120 lb down and 107 lb up at 11-6-8,120 lb down and 108 lb up at 13-6-8,120 lb down and 108 lb up at 15-6-8,120 lb down and 108 lb up at 17-6-8,120 Ib down and 109 lb up at 19-6.8,120 lb down and 109 lb up at 21-6-8,120 lb down and 109 lb up at 23-6-8,120 lb down and 109 lb up at 25-6-8,120 lb down and 110 lb up at 27-6-8,120 lb down and 110 lb up at 29-6-8,and 120 lb down and 110 lb up at 31-6-8,and 120 lb down and 110 lb up at 33-6-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 1 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-9=66,9-10=-66,t 1-19=-20 Concentrated Loads(Ib) Vert:1B—120(B)12=-120(B)23—120(B)24=-120(B)25=-120(B)26=120(B)27=-120(B)28=-120(B)29=-120(B)30=-120(B)31=-120(B)32=-120(B)33=-120(B) 34=120(B)35=-120(B)36=-120(B)37=-120(B) 46) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-16(F),9-10=-16(F),11-19=-20(F) Concentrated Loads(lb) Vert:18=-120(B)12=-120(B)2=-5200(F)3=5200(F)23—120(B)24=-120(B)25=-120(B)26=-120(B)27=120(B)28=-120(B)29=-120(B)30=-120(B)31=120(B) 32=-120(B)33=-120(B)34=-120(B)35—120(B)36=-120(B)37=-120(B) 47) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniforn Loads(plf) Vert:1-9=-16(F),9-10—16(F),11-19=-20(F) Concentrated Loads(Ib) Vert:18=-120(B)12=-120(B)2=5200(F)3=-5200(F)23—12D(B)24=-120(B)25=-120(B)26=-120(B)27=-120(B)28=-120(B)29=-120(B)30=-120(B)31=-120(B) 32=-120(B)33=-120(B)34=-120(B)35=-120(B)36=-120(B)37=-120(B) 48) User defined:Lumber Increase=2.00,Plate Increase=2.00 ' Uniform Loads(plf) Vert:1-9=-16(F),9-10=-16(F),11-19=20(F) Concentrated Loads(Ib) Vert:18=-120(B)12=-120(B)2—2800(F)3=-2800(F)23=-120(B)24=-120(B)25=-120(B)26=-120(B)27=-120(B)28-120(B)29—120(B)30—120(B)31—120(B) 32=120(B)33=-120(B)34=-120(8)35=-120(B)36=-120(B)37=-120(B) 49) User defined:Lumber Increase=2.00,Plate Increase=2.00' Uniform Loads(plf) Vert:1-9=-16(F),9-10=-16(F),11-19=-20(F) Concentrated Loads(Ib) Vert:18=-120(B)12=-120(B)2=2800(F)3=2800(F)23=-120(B)24—120(B)25=-120(B)26=-120(B)27=-120(B)28=-120(B)29=-120(B)30=-120(B)31=-120(B) ' 32=120(B)33=-120(B)34=-120(B)35=-120(B)36=-120(B)37=-120(B) II I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/192020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an indNldual 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 possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS1TP11 Quality Criteria,OSBd9 and BCS!Building Component 250 King Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type City Ply Timbertech-Dartmouth North K9838349 20-DD2646 A19 ROOF SPECIAL 6 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:51 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-t8gGhtHG432U4_sahjGO5tN9JyVgTI8GYfjscVz3Pfw l 7-1-5 13-5-10 19-9-14 I 26-2-3 32-6-8 34-11-14 7-1-5 6-4-5 6-4-5 6-4-5 6-4-5 2-5-6 Scale:3/16°=1' I 4x6= 0.50112 5x14= 7 t— 19 3x7= 3x5= 4x6= 3x4II 2 3 4 54— 3x6= 5x8 M18SHS= 20 621 22 7 B IZ.m 16 9 15 14 13 12 11 10 4x7=3x4 II 3z9= 3x6= 3x4= 6x10 M18SHS=3x4= 4x8 M18SHS= I 3-11.2 10-3-7 16-7-12 23-0-1 29-4-6 34-11-14 3-11-2 6-4-5 6-4-5 6-4-5 6-4-5 5-7-8 Plate Offsets(X,Y)-- [1:0-5-0,0-3-5],(7:0-4-0,0-2-12],[10:08-12,0-2-0],[13:0-1-8,0-1-8],[14:0-28,0-f-8],[15:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.71 11-13 >578 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.71 Vert(TL) -1.59 11-13 >259 240 M18SHS 185/148 I TCDL 8.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.10 9 n/a Na BCLL 0.0 Code IBC2012/TPI2007 Matrix-AS Weight:202 lb FT=0% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x6 DF No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-7:2x6 DF 1800E 1.6E BOT CHORD Rigid ceiling directly applied. SOT CHORD 2x6 DF 2500E 2.2E WEBS 2x4 HF Std°Except° 1-15,2-15,2-14,7-10:2x4 DF No.2 ' OTHERS 2x6 DF No.2 REACTIONS. (size) 9=Mechanical,18=0-5-8 Max Horz 18=177(LC 10) Max Uplift 9=-186(LC 11),18—315(LC 15) Max Gray 9=1930(LC 21),18=1866(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-1801/313,1-2—2352/431,2-3=-6340/957,3.5=-9157/989,5-6=-10016/630, 6-7a6970/326 I BOT CHORD 14-15=838/4609,13-14=-1185/8040,1 1-1 3=-906/1 01 77,10-11=-473/9509, 9-10=419/3654 WEBS 7-9=3835/452,1-15=375/2742,2-15=-2753/531,2-14=-124/2081,3-14=-2004/289, 3-13=0/1282,5-13=-1171/0,5-11—215/308,6-11=-173/522,6.10=-2784/139, 7-10=0/3504 INOTES- ����D PROFFu n 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=.0pst h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) �5 �t,\G I N 4- leftgable and /(2 rr ght expo ed;C-C orrd zone and C-C rme(mbers and forces&2)0-7-4 to 4-1-4, tMrWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1 60 ior(1)4-1-4 to 34-10-2 zone;cantilever left and right exposed;end vertical I2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 89200PE 3) Unbalanced snow loads have been considered for this design. / 4)400.OIb AC unit load placed on the top chord,24-I-1 from left end,supported at two points,3-4-0 apart. 5)Provide adequate drainage to prevent water ponding. 4 , 6)All plates are MT20 plates unless otherwise indicated. ��"I 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OREGON L�(/� 8)Refer to girder(s)for truss to truss connections. 9)Bearing al joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Q� Y�4 2�,6 capacity of bearing surface. s,4 V� 1 D) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •v/E'p p"` V ' 9=186,18=315. rll n 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2°gypsum sheetrock be applied directly to the bottom chord. RENEWAL DATE:12-31.2021 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters drown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters end properly incorporate this design into the overall r� building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Mel(always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIf Quality Criteria,OSB-B9 and SCSI Building Component 250 Klug CircleSafety M/ormetfon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona.CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838350 20-DD2646 A19FP ROOF SPECIAL 2 2 Job Reference(optional) _ Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:53 2021 Page 1 ' ID:Uz76p9Pw3CCWSKptXK26-2-3 Gli-gXo16YIWcgICKI0zo81uAISRemCVxAHZ-11-14 z3Pfu 7.1.5 1 12-1-4 13-5-19 19-9-14 _ 26-2-3 32-6-8 34-11-14 7-1-5 4-11.15 1-46 6.4.5 6-4-5 6-0-5 2-5-6 Scale:3/16'=1' I 4x6= 0.50112 5x14= 3x5= 4x8 M18SHS= 9 1 21 2 4x7 113x7 II 5x8 M18SHS= 3 4 22 5 6 23 3x7= 5x10= 3z4 II 724 25 8 9 I io 1,,,.- 10 18 17 16 15 14 13 12 11 4x5= 3x4 3x8 M18SHS= 4x8 M18SHS= 3x5= 6x8 M18SHS= 3x5= 4x9= 3x5= I 3-11-2 10-3-7 12-1-4 16-7-12_ 23-0-1 29-4-6 34-11-14 3-11-2 6-4-5 1-9-13 4-6-8 }__ _-__.- 8-4-5-- 6-4-5 5-7-8 111 Plate Offsets(X,Y)-- [1:0-5-0,03-51[2:0-4-0,0-2-4],[3:0-4-8,0-2-0],[4:0-4-0,0-1-8],[8:0-4-0,0-3-0],[11:0-1-12,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.38 12-14 >999 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.68 Vert(TL) -0.85 12-14 >482 240 M18SHS 185/148 TCDL 8.0 Rep Stress Inc/ NO WB 0.92 Horz(TL) 0.11 10 n/a n/a BCLL 0.0 Code IBC2012lTP12007 Matrix-AS Weight:408 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF 2500E 2.2E'E 1.6E BOT CHORD Rigid ceilli [r p Fcns 10-13:2x6 DF 1800E `4`` 1'�'1 Cv WEBS 2x4 HF Std*Except* OTHERS 2x6 DF1-17,2-No.2 2x4 DF No.2 ���� /.NG`NF�n lDA9` REACTIONS. (size) 10=Mechanical,20=0-5-8 VV89200PE.TT -s" Max Horz 20=-177(LC 12) Max Uplift 10—1072(LC 30),20—2895(LC 30) ' Max Gray 10=2853(LC 31),20=4379(LC 31) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. PC TOP CHORD 1-20=-4281/2863,1-2=-6154/4206,2-3=-19516/14211,3-4=-23789/17628, �I' 4q REGO�N 1'N"' 4-6=-23555/15541,6-7—19496/10175,7-8—11514/4849,8-9—311/100 Q Y j 4 2- P{- • ' BOTCHORD 16-17=-8831/12490,15-16=-17524/23681,14-15=-18007/24703,12-14=-12798/21914, /Ile�f�IL�- 1 1-1 2=-7277/1 6 22 5,10-11=-2267/5577 WEBS 8-10=-5853/2411,1-17=-5137/7462,2-17=-7693/5615,2-16=-6512/8503, • 3-16=-6175/4912,4-14=-1366/2897,6-14=-3076/1824,6-12=-2759/2975, RENEWAL DATE: 12-31-2021 7-12=-3145/3537,7-11=-5155/2658,8-11=2729/6282,3-15_2755/3602, 4-15=-4428/3499 • NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: • Top chords connected as follows:2x4-2 rows staggered at 0-3-0 oc,2x6-2 rows staggered at 0-3-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. • 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL�.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 4-1-4,Interior(1)4-1-4 to 34-10-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 4)TCLL:ASCE 7-10;P1=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 5) Unbalanced snow loads have been considered for this design. 6)400.0Ib AC unit load placed on the top chord,24-1-1 from left end,supported at two points,3-4-0 apart. I7) Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Refer to girder(s)for truss to truss connections. June 23,2021 11) Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify A WARNING-Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTels9 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 MITE** is always required for stability end to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,tlellvery,erection and bracing of trusses and truss systems,see ANSI/Wig Qw/iry Criteria,OSB-69 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 • IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North K98'113150 20-DD2646 A19FP ROOF SPECIAL 2 Z •Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:53 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-gXo16VI WcgICK10zo8IuAISRemCVxAHZ0zCzgNz3Pfu I NOTES- 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=1072,20=2895. 13) Load case(s)28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 14)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the Ibottom chord. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)200 lb down at 22-5-1,200 lb down at 25-9-1,and 5200 lb down and 5200 lb up at 13-1-4,and 5200 lb down and 5200 lb up at 12-1-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. ILOAD CASE(S) Standard Except: 28) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) IVert:3=-5200(F)22=5200(F)23=-200(F)24=-200(F) 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) IVert:3=5200(F)22=5200(F)23=200(F)24=-200(F) 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8—16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) IVert:3=2800(F)22=2800(F)23=-200(F)24=-200(F) 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8—16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) IVert:3=-2800(F)22=-2800(F)23=-200(F)24=-200(F) I I I I DesignI WARNING-Vedly my it parameters c antl ctoAD NOTES ign THIS e Do ly upon pa MIam ter REFEREanE s for iIi rev. i1 1ng co ponBEFe t USE. trs valid system.fo use o s with MTeIdi connectors.This design e based only upon sign parameters tsers andr is for individual sidesg component them,not a truss Before use,the ed is to designer must verity the applicability of design parameters and properly incorporate this design intorr the overall building design. Bracing indicated is to prevent buckling of individual Imps 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 busses and truss systems,see ANSIRPIi Ouelity Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available front Truss Plate Institute,2870 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply Timbertech-Dartmouth North I 20-002646 A19FP1 ROOF SPECIAL 1 n Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8A30 s Mar 222021 MiTek Industries,Inc. Wed Jun 2311:44:01 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-3c9UxCkGEDJnjXZ80OmfOAV839nsj21 hh2jCZ3z3NwC ' b-Q-9-9-Q 3-10-0-0 'L-10-9 T-3-t-S5 I 13-5-10 I 19-9-14 26-2-3 32-6-8 1 34-11-14 I 3-1 1-0-0 2- 6-4-5 6-4-5 6-4-5 6-4-52.5-6 Scale:3/16•=1' ' 6x6 II 0.50IT2_ 6x12= 5x7 ' — 3x8 M18SHS I I 3x4= 0 1 2 3 3x4= 4x8= = 4 5 e 343x4= 5x5= 334 I I e 22 9 10 I i-i k ...... " _J ,...0") 19 lB 17 11 16 15 14 13 12 4x4= 3x4 II 4x9= ' 3x4= 3x4= 4x8 M18SHS= 3x4= 4x8= 3x4= 4-10.0 I 3-10-0 3-1r12 I 10-3-7 16.7-12 I 23.0.1 I 293E ) 34-11-14 3-10-0 0-.2 5-5-7 6-4-5 6-4-5 6-4-5 5.7-8 0-10-14 IPlate Offsets(X,Y)— [1:0-3-8,0-3-9],[2:0-4-12,0-1-8],[3:0-4-12,0-2-8],[9:0.1.12,0.3-0],[11:0-1-12,0-2-0],[12:0-24,0-2-0],[18:0-3-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdef I Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.38 13-15 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.74 Vert(TL) -0.71 13-15 >582 240 M18SHS 185/148 ITCDL 8.0 Rep Stress!nor NO WB 0.72 Horz(TL) 0.05 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-AS Weight:411 lb FT=0 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 OF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF No.2*Except*I BOT CHORD Rigid ceiling directly applied. 14-19:2x6 DF 2500E 2.2E BRED PRac?„ WEBS 2x4 HF Std'Except' o 1-18:OTHERS 2x6 DFx4 DF No.2 No.2 ,�y� �,NG'IN�Fig cS'jC'* IREACTIONS. (lb/size) 11=1472/Mechanical,21=1472/0-5-8 (min.0.1.8) 7.9200P Max Horz 21=-177(LC 10) Max Uplift 11=-461(LC 11),21=-4374(LC 31) Max Gray 11=1656(LC 21),21=5606(LC 30) - — FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q TOP CHORD 1-21=-5372/4205,1-2a7272/5720,2.3=7303/5748,3-4=-8805/6811,4-5=-9276/5143, D OREGON tk ��U 5-6=-8957/3177,6.7=-8958/3173,7-8=-8444/2217,8-22=-5812/1495,9-22=-5821/1494 1 BOT CHORD 18.19=-262/325,17-18=-6803/8795,16-17=-6131/9058,15-16=-4131/9202, /0 'QY 14, 2. !� 4 14-15=-2398704, 4=-2396/8704, WEBS 9-1=-3319//11/000,1 18=-6863i8734,4-17='952/574,4-6-404/1 63,5-56=-1764/574, R R`L� vP 5-15=-295/1120,7-15=-951/553,7-13=893/883,8-13=713/1369,8-12=-2172/736, 9-12=-607/2814,2.18=-3511/3520,3-17=-325/1301,3-18=-3906/2814 RENEWAL DATE: 12-31-2021 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-2-0 oc,2x6-2 rows staggered at 0-8-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ' Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 18-2 2x4-2 rows staggered at 0-3-0 oc,member 17-3 2x4-2 rows staggered at 0-3-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=l30mph Vasd=103mph;TCDL=4.2psf;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) ' gable end zone and C-C Exterior(2)0-7-4 to 3-10-0,Interior(1)3-10-0 to 34-10-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. I 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Refer to girder(s)for truss to truss connections. 10) Bearing at joint(s)21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. June 23,2021 t I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M 3 rev.5n 9/2020 BEFORE USE.lk Design valid for use only with MiTel connectors.This designindivi is based only upon parameters shown,and is for an individual buidng component,not a truss system.Before use,the building designer must verily 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 andfor chord members only. Additional temporary and permanent bracing MI i�} ek' ' 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?PI7 Quality Criteria,f1SB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plata Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply Timbertech-Dartmouth North 20-DD2646 A19FP1 ROOF SPECIAL 1 2 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 222021 MiTek Industries,Inc.Wed Jun 23 11:44:01 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-3c9UxCkG EDJnjXZ800mfOAV839nsj21 hh2jCZ3z3NwC INOTES- 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 461 lb uplift at joint 11 and 4374 lb uplift at joint 21. 12) Load case(s)28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 13) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. I 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 4-10-0,and 5200 lb down and 5200 lb up at 3-10-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: I28) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-16(F),9-10=16(F),11-19=-20(F) Concentrated Loads(Ib) Vert:2=-5200(F)3=5200(F) I29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-16(F),9-10=-18(F),11-19=-20(F) Concentrated Loads(Ib) Vert:2=5200(F)3=-5200(F) I 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-16(F),9-10=-16(F),11-19=-20(F) ' Concentrated Loads(Ib) Vert:2=-2800(F)3=2800(F) I31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-16(F),9-10=16(F),11-19=-20(F) Concentrated Loads(Ib) Vert:2=2800(F)3=2800(F) I I I I I I I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual balding 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 MI lek' ' 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 ANSVfPIf Guolfty Criteria,OSB-B9 and BCSI Building Component 250 Wag Circle Safety/n/omafbn available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldort,MD 20601 Corona,CA 92880 I Job Truss Truss Type City Ply Timbertech-Dartmouth North �f K9838352 20-DD2646 A19FP2 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:58 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-AUbw9GMfRCwVQ3uwbiu3tM9PynvbcRGl9EvkLbz3Pfp 7.1.5 13-5-10 l 18-6-0 19-9-11 26-2-3 32-6-8 1 34-11-14 7.1.5 6-4-5 5-0-6 1-3-14 6-4-56-4-525-6 Scale:3/16"=1' I 4x6= 0.50112 5z14_ 4x7 8e 1 20 4 = 3z8 M78SHS= 6x8 M18SHS II 3x4 II 3 4 5 3x10_ 5x8 M78SHS= 21 22 623 24 7 8 r-r1 Nm 17 16 15 L 1144 13 72 11 10 6x7_ ' 3x4 11 3x8= 4x8 M18SHS= 6x8 M18SHS= 3x6 3x8= 3x8 M78SHS= 3x9= I 3-11-2 10-3-7 16-7-12 18-6-0 23-0-1 29-4-6 34-11-14 3-11-2 6-4-5 6-4-5 1-10-4 4-6-1 6-4-5 5-7-8 Plate Offsets(X,Y)-- [1:0-7-0,0-3-4],[4:0-4-8,0-2-12],[5:0-4-8,0-1-12],[7:0-4-0,0-2-12],[9:Edge,0-3-12],[10:0-3-12,0-1-8],[11:0-3-4,0-1-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.31 12 >999 240 MT20 185/148 ' (Roof Snow=25.0) Lumber DOL 1.15 BC 0.69 Vert(T) -0.68 11-12 >602 240 M78SHS 185/148 TCDL 8.0 Rep Stress Incr NO WB 0.94 Horz(TL) 0.12 9 Na Na BCLL 0.0 Code IBC2012/TPI2007 Matrix-AS Weight:407 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x6 DF 2500F 2.2E TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF 2500F 2.2E BOT CHORD Rigid ceili - -. prA01,. WEBS 2x4 HF Std`Except' P1G1i FE OTHERS 2x6 DF3-15,3-1No.210:2x4 DF No.2 ��\�'\�NG1N4%0.�+"0 REACTIONS. (size) 9=Mechanical,19=0-5-8 Q $9200PE Max Horz 19=-177(LC 10) Max Uplift 9=-2113(LC 31),19=-1855(LC 31) APP Max Gray 9=3894(LC 30),19=3339(LC 30) �i/. ' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=3248/1837,1-2=-4677/2730,2-3=-14716/9412,3-4=-26770l18778, Sc 4-5=-30518/21897,5-6=-27322/18011,6-7=-15686/9222,7-8=424/215 �L. �OREGaN 1... BOT CHORD 15-16=5763/9425,13-15—13738/20452,1 2-1 3=-21 81 0/30380,11-12=-21770/30967, /0 ' y 1 4 2-° P+ 10-1i=-13571/22497,9.10=4328/7628 4 p WEBS 7-9=8008/4572,1-16=-3296/5596,2-16=-5763/3681,2-15=4415/6401,3-15=-6715/5063, �f 7 R�L� 3-13=-5870/7354,4-13=-5026/4217,5-11=-4150/4265,6-11=4818/5225, 6-10=-7233/4760,7-10=-5177/8739,4-12=-2812/3619,5-12=4647/3694 RENEWAL DATE: 12-31-2021 I NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-2-0 oc,2x6-2 rows staggered at 0-3-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4.1 row at 0-9-0 oc,Except member 124 2x4-1 row at 0-2-0 oc. I 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=l3omph Vasd=103mph;TCDL=4.2psf;BCDL�.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 4-1-4,Interior(1)4.1.4 to 34.10-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)400.0Ib AC unit load placed on the top chord,24-1-1 from left end,supported at two points,3.4-0 apart. 7)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. I9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Refer to girder(s)for truss to truss connections. 11) Bearing at joint(s)19 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. June 23,2021 i2) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) , ,..- A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5l19/2020 BEFORE USE. I! Design valid for use only with MTeke 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 L� building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI{ek' ' k always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of tmsses and truss systems,see ANSUrPi1 Quality Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Rate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type City Ply Timbertech-Dartmouth North �f K9838352 20-DD2646 A19FP2 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:58 2021 Page 2 I D:Uz?6p9Pw3CC W 5KptXKXkgHzFGli-AUbw9GMfRCwV03uwbi u3tM9PynvbcRG I9 EvkLbz3Pfp I NOTES- 13) Load case(s)28,29,30,31 has/have been modified.Building designer must review loads to verity that they are correct for the intended use of this truss. 14)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. I 15) Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)200 lb down at 22-5-1,200 lb down at 25-9-1,and 5200 lb down and 5200 lb up at 19-6-0,and 5200 lb down and 5200 lb up at 18-6-D on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: I 28)User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=16(F),7-8=16(F),9.17=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)21=5200(F)22=-200(F)23=-200(F) I 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=-16(F),7-8—16(F),9-17=-20(F) Concentrated Loads(Ib) Vert:4=5200(F)21=-5200(F)22=-200(F)23=-200(F) I 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=-16(F),7-8—16(F),9-17=-20(F) Concentrated Loads(Ib) Vert:4=-2800(F)21=2800(F)22=-200(F)23=-200(F) I31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7—16(F),7-8=-16(F),9-17=-20(F) Concentrated Loads(Ib) Vert:4=2800(F)21=2800(F)22=-200(F)23=-200(F) I • 1 I I 1 I I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 verity the applicability of design parameters and properly incorporate this design Into the overall r� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M I lek' a always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPlf Oualiiy Criteria,OSB.89 and SCSI Building Component 250 King Circle Safety Information available from Trues Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838353 20-DD2646 A20 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:44:59 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKKkgHzFGli-eh9lNcNHCW3L2DT79PPIOZiaLBEkLy1 SOufHu 1z3Pfo 26-10-0 7-1-5 13-5-10 19-9-14 25-10-0 261-2.3 I 29-6-8 I 7-1-5 6-4-5 6-4-5 6-0-2 04-3 2-8-8 0-7-13 Scale=1:53.3 I 4x6= 0.50112 6x10= 3x4= 7 1 19 2 3x4= 4x6= 3x4= 3x8 I I 3 4 5 5x8 M18SHS I I 4x4 I I 6 207 a m N re 1111N cm e b .- H. .. -- a111W1 3 _- 16 15 14 13 12 11 10 g 2x3 II 3x4= 3x4= 3x4= 3x8 M18SHS= 3x4= 4z4— 5x8 M78SHS— I 3-11-2 10-3-7 16-7-12 I 23-0-1 26-10-0 29-4-6 29 -8 3-11-2 6-4-5 6-4-5 6-4-5 3-9-15 2-6-B 0- -2 I Plate Offsets(X,Y)-- [1:0-1-8,0-3-9],[6:0-4-4,0-1-8],[7:0-5-4,0-2-8],[9:Edge,0-3-0],[10:0-1-8,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.21 13 >999 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.76 Vert(TL) -0.39 13-14 >886 240 M78SHS 185/148 TCDL 8.0 Rep Stress InaNO WB 0.65 Horz(TL) 0.10 9 Na n/a BCLL 0.0 Code IBC2012JTPI2007 Matrix-R Weight:301 lb FT=O% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std°Except` BOT CHORD Rigid ceiling directly applied or 4-5-11 oc bracing. 7-9:2x4 DF No.2 OTHERS 2x6 DF No.2 REACTIONS. (size) 9=0-4-0,18Z1-5-8 Max Horz 18=-181(LC 12) Max Uplift 9=-4486(LC 31),18=-368(LC 15) Max Gray 9=5523(LC 30),18=1446(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-1404/375,1-2=-1724/494,2-3=-4274/1154,3-5=-7005/3089,5-6=-9694/6516, 6-7—9027/7414,7-8—552/446,8-9=-495/390 BOT CHORD 14-15=-962/3267,13-14=-1946/5598,11-13�4641/8386,10-11—8561/10715, ' 9-10=-7414/9028 WEBS 1-15=-453/1968,2-15=-1909/606,2-14=-688/1718,7-9=-9753/8019,3-14=-1619/989, 3-13=-1345/1654,5-13=-1582/1773,5-11=-2132/1482,6-11=-1162/2315, 7-10=-3540/4417,6-10=-5281/4315 ' NOTES- ,RGp PR Ws 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-2-0 oc,2x6-2 rows staggered at 0-3-0 oc.1 ��C� LNG(N E -9 S/O2 Bottom chords connected as follows:2x4- row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. -9 I 2)All loads are considered equally applied to all plies,except it noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to $9200PE ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL�.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) ,--:- gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 29-4-12 zone;cantilever left and right exposed;end vertical '! left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 / _ ' 'I ' 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 Q ��Q�"" 5) Unbalanced snow loads have been considered for this design. OREGON -�/ 6)All plates are MT20 plates unless otherwise indicated. 9G/O 4:q ' 201�A. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �`_ 8)Bearing at joint(s)18 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify � Rn11-,"' V capacity of bearing surface. al n 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=4486,18=368. RENEWAL DATE:12-31-2021 10) Load case(s)28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the June 23,2021 intended use of this truss. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. Design valid for use only wuh 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 end to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses end truss systems.see ANSlr7P17 OuNiry Criferia,OSed9 and SCSI Building Component250 King Circle Safety Information available Iron.Truss Plate Institute,2670 Gain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838353 li 20-DD2646 A20 ROOF SPECIAL 1 2 Job Reference(o tional ( P ) Precision Truss 8 Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:00 2021 Page 2 I D:Uz?6p9Pw3CC W 5 KptXKXkgHzFGli-7tjgayOvzg BCEN2JJ6wXynFl5aaz4P HbdYO rOTz3Pfn I NOTES- 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 26-10-0,and 5200 lb down and 5200 lb up at 25-10-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. I LOAD CASE(S) Standard Except: 28) User defined:Lumber Increase=2.00,Plate Increase=2.00 • Uniform Loads(plf) • Vert:1-8=-16(F),9-16=-20(F) Concentrated Loads(Ib) IVeil:7=5200(F)6=-5200(F) 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Veil:1-8=-16(F),9-16=-20(F) • Concentrated Loads(Ib) IVert:7=-5200(F)6=5200(F) 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Veil:1-8=-16(F),9-16=-20(F) Concentrated Loads(Ib) Vert:7=-2800(F)6=-2800(F) 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),9-16=-20(F) Concentrated Loads(Ib) IIIVert:7=2800(F)6=2800(F) I I I I I I I I : 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/18/2020 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual balding 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 ANSL.PII Duality Criteria,OSB-99 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838354 20-DD2646 A21 ROOF SPECIAL 3 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:01 2021 Page 1 I ID:Uz96p9Pw3CCW5KptXKXkgHzFGli-b3H2olOXk7J3HXdVGgRmV_nsc_SwpgrksC80ywz3Pfm 6-1-5 1 12-5-10 18-9-14 25-2-3 28-6-6 6-1-5 6-4-5 64-5 6-4-53-4-5 Scale=1:49.6 I 4x6= 0.60112 ' Sx12= 3x5= t 1 19 p 3x43= 3x4= 3x6= 4 5 36 20 2x4 11 ' 78 17,7 1 16 15 14 13 12 11 10 9 2x3 II 4x5= 384= 384= 3x8 M18SHS= 485=3x6= I 2-11-2 1 9-3-71 15-7-12 22-0-1 28-6-8 2-11-2 6-4-5 6-4-5 6-4-5 6-6-7 Plate Offsets(X,Y)-- [1:0-3-8,0-3-1],111:0-2-0,0-1-8],114:0-1.12,0.1.8] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. In (Ioc) Vdefl L/d PLATES GRIP (Roof Snow=25 0) 5. Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.40 13 >839 240 MT20 185/148 I TCDLBCLL 8.00.0 Lumber DOL 1.15 BC 0.97 Vert(TL) -0.73 13-14 >452 240 M18SHS 220/195 Rep Stress Ina YES WB 0.82 Horz(TL) 0.09 10 Na Na BCDL 10.0 Code lBC2012/TPI2007 Matrix-R Weight:123 lb FT=O% LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 DF No.2`Except* except end verticals. 12-16:2x4 DF No.i&Btr BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 HF Std OTHERS 2x6 DF No.2 IREACTIONS. (size) 10=0-4-0,18=0-5-8 Max Horz 18—181(LC 10) Max Uplift 10=-379(LC 11),18=-353(LC 15) Max Gray 10=1370(LC 21),18=1386(LC 21) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=1361/362,1-2—1179/357,2.3=-3677/994,3-4=-4808/1277,4-6=-3860/993 • BOT CHORD 14-15=798/2670,13-14=-1309/4583,11-13=-1373/4814,10-11=-744/2480 WEBS 2-15—1867/578,2-14=231/1235,6-10=-2670/827,3-14=1100/393,3-134/312, 4-11=-1115/423,6-11=-291/1522,1-15=-357/1607 I NOTES- 1)Wind:ASCE 7-10;Vult=l30mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 28-6-8 zone;cantilever left and right exposed;end vertical left • and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �p PROF s 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 F 3)Unbalanced snow loads have been considered for this design. �0j< tJG I N E.� 61/ , 4)All plates are MT20 plates unless otherwise indicated. 'Cy `i R 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -y i6)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity Q 89200PE { capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=379,113=353. • 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. y 41 OREGONON �� MFRRIO,.0P RENEWAL DATE:12-31-2021 June 23,2021 / A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTelds 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 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 MI IT building 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,seem ANSI?P/f Quality Criteria,OSB-89 and BCSI Bui/ding Component 250 Klug Circle Safety Information available fro Truss Plate Institute,2870 Crain Highway,Suite 203 Waldorf.MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838355 20-DD2646 A22 ROOF SPECIAL 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:03 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-XSPpCzQnFlZnWgnuOFTEaPtBFoYcHi71 JWdV1 oz3Pfk 6-1-5 1 12-5-10 18-9-14 1 25-2-3 28-6-8 6-1-5 6-4-56-4-56-4-53-4-5 Scale=1:51.2 I 4x6= 0.50 112 I Sx12= 3x5= 1 1 19 2 3x4= 3z4= 3x8= 3 4 5 3x9= 3z4 11 620 78 yro 1 nm 16 15 14 13 12 11 21 10 9 3x4 II 4x6 4x4= 3x4= 528 M18SHS= 4x10 M18SH5= 4x6= I 2-11-2 9.3.7 15-7-12 22.0.1 28-6-8 2-11-2 4. B-4 -4-5 6-6-7 ' Plate Offsets(X,Y)— [1:0-3-8,0-3-1],[2:0-2-4,06 -1-8],[6:0-4-4,0-1-8],[10:0-4-12,05 -2-0]-5,[11:0.1-8,0-2-0],[15:0-3-0,0-2-4]fi _. LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (roc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.38 13 >861 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.96 Vert(TL) -0.71 13-14 >466 240 M18SHS 185/148 I TCDLBCLL 8.00.0 Rep Stress Ina' NO WB 0.90 Horz(TL) 0.07 10 Na Na BCDL 10.0 Code IBC2012/TPI2007 Matrix-R _ Weight:144lb FT=O% LUMBER- BRACING- , TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc pudins, BOT CHORD 2x6 DF No.2*Except* except end verticals. 9-12:2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 6-3-2 oc bracing. WEBS 2x4 HF Std*Except* 7-10:2x6 DF No.2 IOTHERS 2x6 DF No.2 REACTIONS. (size) 10=0-4-0,18=0-5-8 Max Horz 18=-177(LC 10) Max Uplift 10=562(LC 11),18=-368(LC 15) Max Gray 10=2046(LC 21),18=1445(LC 21) I FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-1399/381,1-2=1268/383,2-3=-4031/1087,34=-5413/1434,4-6=-4865/1252, 6-7=-682/163 BOT CHORD 14-15=-858/2892,13-14—1437/5069,11-13=-1587/5629,10-11=-944/3253 WEBS 2-15=-2007/616,2-14=-266/1382,6-10=-2867/875,3-14=1243/433,3-13=-8/391, 4-13=-263/191,4-11=-887/529,6-11=-351/1761,1-15=-376/1686 NOTES- 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) � 0 PROF SS gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 28-6-8 zone;cantilever left and right exposed;end vertical left F and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 CO �NG N .R /02 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design.IQ�/ 9� 4)All plates are MT20 plates unless otherwise indicated. 89200PE: 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 1 j/ capacity of bearing surface. e� _ . 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=562,18=368. Q OREGON t<4v 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9G A_ .�.` 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)734 lb down and 198 lb up at /O"�,9 y 20� A 25-10-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. �`_ 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). MR 1RILL I. LOAD CASE(S) Standard n 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL.DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTekw connectors.TMs design is based only upon parameters shown,and is for an individual building component,not t 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 end bracing of trusses and truss systems,see ANSffrMt Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available front Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20fi01 Corona.CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838355 20-DD2646 A22 ROOF SPECIAL 2 1 _ Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:03 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGIi-XSPpCzOnFIZn WgnuOFTEaPtBFoYcHi71 JWdV 1 oz3Pfk I LOAD CASE(S) Standard Uniform Loads(plf) Veil:1-7=-66,7-8=-66,9-16=-20 IConcentrated Loads(lb) Veil:21=734(B) I I I I I I I I I I I iI I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITeIW 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 properly incorporate this design into the overall R building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M!fek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSY(P/f Quality Criteria,DSB-89 and BCSI Building Component 250 King Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type City Ply Timbertech-Dartmouth North K9538356 20-002646 A23 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:06 2021 Page 1 ' 6-1-5 6-1-5 l 12-5-10 6-4-5 I ID:IJ226p9Pw3CC KXgHzFGli-x14xr?SgYgxMNIVT3N R?cmU6bU?Ur fh 18-9-14 6-4-5 25-2-3 6-4-5 25-796 Scale=1:45.1 I 4x6= 6x10= 0.50112 1 3x4= 16 2 344= 3x6= 3 344= 4 5 3x7= 17 8 6 I 5 d I 13 12 11 10 9 8 2x3 II 3x5= 3x4= 3x4= 3x8 MI8SH5= 7 3x4 II 4x6= I 2.11.2 9-3-7 l 15-7-12 22-0-1 25-9-6 2.11.2 6-4-5 6-4-5 6-4-5 3-9-5 Plate Offsets(X,Y)-- [1:0-3-4,0-3-0],[12:0-2-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.26 10-11 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 Vert(TL) -0.51 10-11 >593 240 M1 SSHS 220/195 TCDL 8.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.07 7 Na n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:1131b FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc puilins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std`Except' BOT CHORD Rigid ceiling directly applied or 5-11-12 oc bracing. 6-7,6-8:2x4 DF No.2 OTHERS 2x6 DF No.2 I REACTIONS. (size) 7=Mechanical,15=0-5-8 Max Harz 15—180(LC 10) Max Uplift 7=-339(LC 11),15=-317(LC 15) Max Gray 7=1220(LC 21),15=1244(LC 21) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15a1222/337,1-2=-1047/321,2-3=-3138/852,3-4=-3776/1000,4-6—2187/540, 6-7=-1164/341 BOT CHORD 11-12=-720/2343,10-11=-1110/3809,8-10=-1026/3481 I WEBS 2-12—1624/517,2-11=-161/972,3-11=-818/317,4-10=0/370,4-8=-1505/536, 6-8=-481/2113,1-12=-308/1417 NOTES- 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 25-7-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 CLQy�� PR OFs 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 �C� 'NGI N EI. s/O 3)Unbalanced snow loads have been considered for this design. /fj 4)All plates are MT20 plates unless otherwise indicated. ,>C/ "9 I5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. Q 89200 PE 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)15 considers parallel to grain value using AN51/TPI 1 angle to grain formula. Building designer should verify /411. � capacity of bearing surface. 4 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ' Graph,15=317. 10OREGON 4r� 9)Graphicallpurlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ix 'O 4s'14 2.01 P 416.RRI0.- F' RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing il M A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the G fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANa4rPN Qualify Criteria,DSBA9 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Oty Ply Timbertech-DartmouthNorth 20-DD2646 A25 ROOF SPECIAL 1 2 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mltek 8.430 s Mar 222021 MiTek Industries,Ins.Wed Jun 2311:43:05 2021 Page 1 I D:Uz?6p9Pw3CC W5KptXKXkgHzFG I i-ignJB338O0Fj?wHO8dm W 7MBUObc5cjU RpL9EcJz3Nx4 7-10-12 6-3-47-3-4 I 15-0-7 22-2-3 29-7-6 6-3-4 1-0-0b-7-8 7-1-12 7-1-127-5-3 Scale=1:51.5 I6x6 II 0.513112 5x14= 5z7 i i 4x6 I I • 1 1 20 2 3 3x4= 4x6= 4 3x6= 5 6 4x5= 21 22 78 I of ^co m m 17 23 24 16 25 15 26 27 14 28 29 30 13 31 12 32 33 11 34 35 10 9 1 2x4 II 4x8 M18SHS= 4x5= 3x4= 3x4=3x8 M18SHS= 4x8= 3x5 I I I 4-3-14 6-3-4 11-5-9 18-7-5 25-9-0 29-7-6 I I 4-3-14 1-11-6 5-2-5 7-1-12 7-1-12 3-10-6 IPlate Offsets(X,Y)-- [1:0-5-0,0-3-5],[2:04-8,0-2-0],[3:0-4-4,0-1-12],[10:0.2.12,0-1.81,[11:0-4-0,0-2-8],[14:0.1-12,0.1-8],[15:0-2-4,0-2-0],[17:0-2-0,0-1-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) Udefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.68 13-14 >507 240 MT20 185/148 (Root Snow=25.0) Lumber DOL 1.15 BC 0.98 Vert(TL) -0.98 13-14 >351 240 M18SHS 185/148 ITCDL 8.0 Rep Stress!nor NO WB 0.76 Horz(TL) 0.11 10 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-Ft Weight:306 lb FT=0% BCDL 10.0 LUMBER- BRACING- I TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-10 oc pudins, BOT CHORD 2x4 DF Ne.1&Btr`Except" except end verticals. 9-12:2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 4-11-2 oc bracing. WEBS 2x4 HF Sid'Except' 1-16,7-11:2x4 DF No.2 I OTHERS 2x6 DF No.2 REACTIONS. (lb/size) 10=2065/0-4-0 (min.0-1-8),19=2109/0-5-8 (min.0-1-8) Max Horz 19=-181(LC 10) Max Uplift 10=-1069(LC 11),19=3008(LC 49) Max Gray 10=2534(LC 48),19=5789(LC 48) ' FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-5569/3136,1-20=-8680/4917,2-20=-8683/4913,2-3=13388/7880, 3-4=14725/5670,4-5=-1 241 4/4 1 77,5-6=-1 241 6/41 75,6-21=-5841/2293, 21-22=-5843/2292,7-22=-5845/2292,7-10=2453/1056 BOT CHORD 17-23=-136/265,23-24=-136/265,16-24=-136/265,16-25—7876/13377, 15-25=-7876/13377,15-26=-8418/14626,26-27=-8418/14626,14-27—13418/14626, 14-28=-4127/13802,28-29=-4127/13802,29-30=-4127/13802,13-30=4127/13802, 13-31=-3603/9444,1231=-3603/9444,12-32=-3603/9444,32-33=-3603/9444, 33-346-3603/9444,1134=3603/9444,11-35=165/305,10-35=165/305 r1��rr r1p t�3131, I WEBS =-2091/1031, 4-13=-1589/2265,6-13=-1125/3255,6 11=-3969//1/424,7 11=.2286/5959, .��,C``� r n Or�ss 2-15=-3061/5193,3-15=-5425/3660 ��5 LNG I N 4. /�, I NOTES- ./ "9 1)2-ply truss to be connected together with 10d(0.131'k3")nails as follows: Q 89200PE Top chords connected as follows:2x4-2 rows staggered at 0-2-0 oc,2x6-2 rows staggered at 0-3-0 cc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 0 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 17OREGON /O"4,7 �tl� I 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60f1;Cat.II;Exp B;Enclosed;MWFRS(envelope) ` //-� gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 29-7-6 zone;cantilever left and right exposed;end vertical left 9 '1 4 24� fs'� and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60PS 'FRR 1�,'�f_ 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 " I5)Unbalanced snow loads have been considered for this design. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. RENEWAL DATE:12-31-2021 8)Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity June 23,2021 capacity of bearing surface. t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 o1 design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual tress web and/or chord members only.Additional temporary and permanent bracing Ml,ek- 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 ANalrrplf Quality Criteria,OSB-89 and SCSI Be/Wing Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Safe 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North 20-DD2646 A25 ROOF SPECIAL 1 Job Reference(optional) PRECISION TRUSS&LUMBER.INC.,CLACKAMAS,OR.97015,Milek 8.430 s Mar 222021 MiTek Industries,Inc. Wed Jun 2311:43:06 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-AI LhPO4mBKNad4rahKHlfZjem?yKLAkb2?uo8mz3Nx3 ' NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1069 lb uplift at joint 10 and 3008 lb uplift at joint 19. 10) Load case(s)46,47,48,49 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 7-3-4,and 5200 lb down and 5200 lb up at 6-3-4 on top chord,and 122 lb down and 103 lb up at 1-4-14,120 lb down and 106 lb up at 3-4-14,120 lb down and 106 lb up at 5-4-14,120 lb down and 107 lb up at 7-4-14,120 lb down and 107 lb up at 9-4-14,120 lb down and 107 lb up at 11-4-14,120 lb down and 108 lb up at 13-4-14,120 lb down and 108 lb up at 15-4-14, 120 lb down and 108 lb up at 17-4-14,120 Ib down and 109 lb up at 19-4-14,120 lb down and 109 lb up at 21-4-14,120 lb down and 109 lb up at 23-4-14,and 120 lb down and 109 lb up at 25-4-14,and 120 lb down and 110 lb up at 27-4-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ILOAD CASE(S) Standard Except: 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 • Uniform Loads(plf) Vert:1-7=-66,7-8=66,9-17=-20 IConcentrated Loads(Ib) Vert:14=-120(B)23=-122(B)24=-120(B)25=-120(B)26120(B)27=-120(B)28=-120(B)29=-120(B)30=-120(B)31=-120(B)32=-120(B)33=-120(B)34=-120(B) 35=-120(B) 46) User defined:Lumber Increase=2.D0,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=-16(F),7-8=-16(F),9-17=-20(F) Concentrated Loads(Ib) Vert:2 -5200(F)3=5200(F)14=-120(B)23—122(B)24=-120(B)25=-120(B)26=-120(B)27=-120(B)28=-120(B)29=-120(B)30=-120(B)31=-120(B)32=-120(B) 33=-120(B)34=-120(B)35=-120(B) 47) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=-16(F),7-8=-16(F),9-17=-20(F) Concentrated Loads(Ib) Vert:2=5200(F)3-5200(F)14=-120(B)23=-122(B)24=-120(B)25=-120(B)26=-120(B)27=-120(B)28=-120(B)29=120(B)30=-120(B)31=-120(B)32=-120(B) 33=-120(B)34=120(B)35=-120(B) I48) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=-16(F),7-8=-16(F),9-17=-20(F) Concentrated Loads(Ib) Vert:2=-2800(F)3=2800(F)14=-120(B)23=-122(B)24=-120(B)25=-120(B)26=-120(B)27=-120(B)28—120(B)29=-120(B)30=-120(B)31=-120(B)32=-120(B) I33=-120(B)34=-120(B)35=-120(B) 49) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1.7=16(F),7-8=-16(F),9-17=-20(F) Concentrated Loads(Ib) I Vert:2=2800(F)3=2800(F)14=-120(B)23-122(B)24=-120(B)25=-120(B)26=-120(B)27=-120(B)28=-120(B)29=120(B)30=-120(B)31=-120(B)32=-120(B) 33=-120(B)34=120(B)35=-120(B) I • I I I I IA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTeldi connectors.This design is based oniy upon parameters shown,and is for an individual building rent,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this designn into 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 MI f�} sk• L is always required for stability and Is prevent collapse with possible personal injury and property damage. For general guidance regarding the I fabrication,storage,delivery,ereclion and bracing of trusses and truss systems,see ANSg7Pl7 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Salary Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type QV ',Ph, limbertech-Dartmouth North K9838358 20-DD2646 A26 ROOF SPECIAL 6 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:10 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-goKSgMVAcuRosvpElD5tMufNczkOua3w6pNmuz3Pfd 7-10-12 5 0-7 22-2-3 29a-6 7-10-12 7.1.12 7-1-12 7-5-3 Scale=1:51.5 I 4x6= 0.50112 I5x14= 1 I 18 25 3x4= 3x6= 3 3x4= 4 5 4x6= 19 20 67 I li°I. I 15 14 13 12 11 10 98 2x4 I I 3x6= 3x4= 3x4=3x8 M18SHS= 4x8= 3x4 II I 4-3-14 11-5-9 I 18-7-5 25-9-0 29-7-6 4-3-14 7-1-12 7-1-12 7-1-12 3-10-6Plate Offsets(X,Y)-- [1:0-7-0,0-2-12],[6:0-2-12,0-1-12],[9:0-2-0,0-0-8],[13:0-1-12,0.1.8L[14:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.43 12-13 >796 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 Vert(TL) -0.83 12-13 >417 240 M18SHS 220/195 TCDL 8.0 Rep Stress Ina YES WB 0.79 Horz(TL) 0.09 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:128 lb FT=0% BCDL 10.0 • LUMBER- BRACING- IIITOP CHORD 2x4 DF No.1&Btr*Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 4-7:2x4 DF No.2 except end verticals. BOT CHORD 2x4 DF No.t&Bic BOT CHORD Rigid ceiling directly applied or 5-6-1 oc bracing. WEBS 2x4 HF Std*Except 6-9,1-14,6-10:2x4 DF No.2 ' OTHERS 2x6 DF No.2 REACTIONS. (size) 9=0-4-0,17=0-5-8 Max Horz 17_180(LC 10) Max Uplift 9=-393(LC 11),17=-368(LC 15) IMax Gray 9=1423(LC 21),17=1444(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17—1404/375,1-2=1853/518,2-3=-4454/1183,3-5=-5110/1331,5-6=-2752/677, 6-9=-1358/392 i BOT CHORD 13-14=1029/3504,12-13=-1491/5252,10-12=-1333/4606,9-10=-142/264 WEBS 1-14=-457/2052,2-14—1982/638,2-13=-173/1113,3.13=934/368,5-12=-1/541, 5-10—2071/708,6.10=-595/2661 NOTES- I1)Wind:ASCE 7-10;Vult=l3omph Vasd=103mph;TCDL=4.2pst BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) nip PROS gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 29-7-6 zone;cantilever left and right exposed;end vertical left !�`, FS and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q��� _`G`NE. sit 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat root snow);Category II;Exp B;Partially Exp.;Ct=1.00 v`_ ,7 _!� 3)Unbalanced snow loads have been considered for this design. T. I4)All plates are MT20 plates unless otherwise indicated. •92�OP 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. .! — �� 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ri CC 9=393,17=368. diOREGON A.<[ii 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1„/0 4 Y14,2, tk -- MRRi��- IRENEWAL DATE: 12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 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 tuta truss system.Before use,the building designer must verily 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 ANS41-P/1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838359 20-DD2646 A26FP ROOF SPECIAL 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:12 2021 Page 1 I ID:Uz?6p9Pw3CCW5Kpt zFGli-mBRC52XR8WhV6DzdOeBLRJkjSOeouInMNOITrnz3Pfb 1---- 740-12 12-4-0 4-5-413-4-0 II 1-8-7 I 22-2-3 29-7-6 7-10-121-0-0 t-8-7 7-1-12 7.5.3 Scale=1:51.3 I 4x6= 0.50 L2 ' 1 6x14= Sx7 5x8 MIBSH5= II 3x8 M18SHS I 21 2 3x4= 4x8 M18SHS=4x8= 3 4 5 6 4x8= 7 22 23 89 c,17.so m 2 • ' 18 17 16 15 14 13 12 11 10 II2x3 4z8 M18SHS= 4x9=3x4= 3x7=3x8 M18SHS= 5x10= 3x 1 II I I 4-3-14 11-5-9II1z-4-0,1a-4-o l 78-7-s—._-- —I- zs-ea 29-7-s 4-3-14 7-1-72 0.70 1-0-0 5-3-57-1-12 3-10-6 Plate Offsets(X,Y)-- [1:0-7-0,0-3-4],[2:0-4-0,0-2-12],[3:0-4-12,0-1-8],[4:0-4-12,0-2-8],[8:0-3-8,0-1-8],[1 1:0-3-0,0-1-0],[12:0-3-4,0-2-8],[16:0-3-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.21 14-15 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.89 Vert(TL) -0.39 14-15 >890 240 M18SHS 185/148 TCDL 8.0 Rep Stress InaNO WB 1.00 Horz(TL) 0.13 11 n/a Na BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:307 lb FT=O% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins, BOT CHORD 2x4 DF No.1&Btr'Except' except end verticals. 10-13:2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 3-4-1 oc bracing. WEBS 2x4 HF Std'Except' 2-16:2x4 DF No.2 IIIOTHERS 2x6 DF No.2 REACTIONS. (size) 11=0-4-0,20 1-5-8 Max Horz 20=-181(LC 10) Max Uplift 11=1856(LC 31),20=-2700(LC 31) Max Gray 11=2910(LC 30),20=3734(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-3686/2692,1-2=-5752/4318,2-3=-1 9 81 9/1 6252,3-4=-1 9834/1 62 67, 4-5=-20565/16929,5-7=-16047/12170,7-8=-6748/4579,8-11=2805/1825 BOT CHORD 1 6-17=-91 76/1 1 655,15-16_16913/20544,14-15=-15464/19287,12.1 4=-850 9/1 1 8 3 5, 11-12=-199/354 WEBS 1-17=-5135/6764,2-17=6963/5730,2-16=7906/9120,5-15=-2190/1900, 5-14=-3701/3760,7-14=-4010/4614,7-12=-5606/4332,8-12=-4662/6808, 3-16=-3757/3708,4-15=1496/1635,4-16=-4027/3878 �{ PR t� I NOTES- .kt�Ed PROFfss 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: ��5 !.Af INek t7/O- Top chords connected as follows:2x4-2 rows staggered at 0-3-0 oc,2x6-2 rows staggered at 0-7-0 oc. v ..4516 Bottom chords connected as follows:2x4-1 row at 0-7-0 oc. 9 Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 16-3 2x4-2 rows staggered at 0-2-0 oc,member 15-4 2x4-2 Q $g200PE r rows staggered at 0-2-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;hdi0ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) "." Cr gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 29-7-6 zone;cantilever left and right exposed;end vertical left �`�� lir and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 OREGONsV 4)TCLL:ASCE 7-10;P1=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct'^1.00 �1j,9},14 ZO,�b 5)Unbalanced snow loads have been considered for this design. ♦�(�� 43P 6)All plates are MT20 plates unless otherwise indicated. 'Y/ `izi11 R"` I7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��'' 8)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. RENEWAL DATE:12-31-2021 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) June 23,2021 11=1856,20=2700. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the 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 WC. is always required for stability and to prevent collapse wkh possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSUiPIt Oualiry Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North K9835359 �20-DD2646 A26FP ROOF SPECIAL 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:12 2021 Page 2 I D:Uz?6p9Pw3CC W5KptXKXkgHzFGII-mBRC52XR8W hV6DzdQe8LRJkjSQeoulnMNQITrnz3Pfb I NOTES- 10) Load case(s)28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 13-4-0,and 5200 lb down and 5200 I lb up at 12-4-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 28) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:3=-5200(F)4=5200(F) 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pie) I Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:3=5200(F)4=-5200(F) 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:3=-2800(F)4=-2800(F) 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-8=16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:3=2800(F)4=2800(F) I I 1 I I I 1 I I A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev.5/19,2020 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,not11111 a truss system.Before use,the building designer must verify the applicability of design parameters end 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 ANSVTPI1 Quality Criteria,BSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838360 20-DD2646 A26FP1 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:13 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-EN7bJOY3vppMjNYpzLfa_WHy7q?OdFHVc421NDz3Pfa 6-3-4 7-3-4 15-0-7 I 22-2-3 I 29-7-6 6-3-41-0-D 7-9-3 7-1-12 7-5-3 Scale=1:51.5 I 4x6= 0.50112 ' 5x14=1 20 5x7 II 3x7 II 2 3 3x4= 4x6= 4 3x5= 5 6 4z4= 21 22 78 17 16 15 10 14 13 12 11 9 2x3 4x8 MIBSHS= 4x4= 3x4= 3x4=3x8 M18SHS= 3x7= 2x4 11 I 4-3-14 6-3-4 I 11-5-9 18-7-5 25-9-0 29-7-6 4-3-14 1-11-6 5-2-5 7-1-12 7-1-12 3-10-6 I Plate Offsets(X,Y)-- [1:0-5-0,0-3-5],[2:0-4-8,0-2-8],[3:044,0-1-8],[11:0-3-0,0-1.8],[15:0.1-8,0-1-12],[16:0-4-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.21 13-14 >999 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 Vert(TL) -0.42 13-14 >827 240 M18SHS 185/148 TCDL 8.0 Rep Stress Incr. NO WB 0.79 Horz(TL) 0.10 10 n/a Na BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:304 lb FT=0% BCDL 10.0 _ LUMBER- BRACING- ITOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc puriins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except" BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. 1-16:2x4 DF No.2 OTHERS 2x6 DF No.2 REACTIONS. (size) 10=04.0,19=0-5-8 Max Horz 19=181(LC 10) Max Uplift 10=-674(LC 31),19=-3881(LC 31) Max Gray 10=1729(LC 30),19=4916(LC 30) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=4831/3882,1-2=-7496/6103,2-3=-11671/9593,3-4=11859/8523,4-6=-9068/5172, 6-7=-3935/1774,7-10=-1657/680 BOT CHORD 15-16=-9587/11661,14-15=10330/12701,1 3-1 4=-6 898/1 071 6,11-13=-3454/6778, 10-11—121/269 WEBS 1-16=-7221/8812,2-16=-6439/5388,4-14=-1833/1284,4-13=1883/1970, 6-13=-1882/2509,6-11=-3134/1853,3-14=-971/2066,7-11=-1821/3952,2.15=3725/4529, 3-15-4915/4183 NOTES- '�� E� PROFt-ss NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: R F Top chords connected as follows:2x4-2 rows staggered at 0-2-0 oc,2x6-2 rows staggered at 0-3-0 cc. �Cj LNG 1 N EFL /,2 Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. .T Webs connected as follows:2x4-1 row at 0-9-0 oc. -9 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to Q •9200 P ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL�.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4to 3-7-4,Interior(1)3-7-4 to 29-7-6 zone;cantilever left and right exposed;end vertical left _me j� and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 1 4)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 °y A_OREGON kI� 5) Unbalanced snow loads have been considered for this design. G 6)All plates are MT20 plates unless otherwise indicated. /a"9qY 14 Z�� A•� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurreM with any other live loads. rA,_ 6P 8) Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify `ERR10- V ' capacity of bearing surface. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=674,19=3881. RENEWAL DATE:12-31-2021 10) Load case(s)28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the June 23,2021 intended use of this truss. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.S119/2020 BEFORE USE. Design valid for use only with MITeR®connectors.This design is based only upon parameters shown,and is for an individual building component,notMN a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r� building design. Bracing inacated s Ml l to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ek- 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 AN$VTPN Qualify Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 l Corona,CA 92880 Job 20-DD2646 Truss A26FP1 Truss Type ROOF SPECIAL Oty 1 Ply Timbenech-Dartmouth North K9838360 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:14 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGIi-iZZz W kYhg7xDLW 7?X3ApXkg7tELdMiXf rknawfz3PfZ I NOTES- 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 7-3-4,and 5200 lb down and 5200 lb up at 6-3-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. I LOAD CASE(S) Standard Except: 26) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7—16(F),7-8=-16(F),9-17=-20(F) Concentrated Loads(Ib) IVert:2=-5200(F)3=5200(F) 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7—16(F),7-8=-16(F),9-17=-20(F) Concentrated Loads(Ib) IVert:2=5200(F)3=-5200(F) 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7—16(F),7-8=-16(F),9-17=-20(F) Concentrated Loads(Ib) IVert:2=-2800(F)3=-2800(F) 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7—16(F),7-8=-16(F),9-17=-20(F) Concentrated Loads(Ib) 1 Vert:2=2800(F)3=2800(F) I I I I I I 1 I I 1 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTel�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 M ilia k- is always required or stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSV�P/f Quality Criteria,DSB-89 and BM Building Component 250 Klug Circle Safety Information available from Truss Rate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply Timbertech-Dartmouth North 2 K9838381 20-DD2646 A26FP2 ROOF SPECIAL 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:15 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-Am7Lk4ZJRR44zghC5mh23xMF1dd059No40X7S6z3PfY 740-/2 5.0.7 22-2-3 231a0 24.10.0 293.14 29.7[6 7-10-12 7-1-12 7-1-12 1-7-13 1-0-0 4-5-14 0-3-8 Scale=1:53.5 i 4x6= 0.50112 :I0= 3x4= 9 1 21 324 3x5= 4x8 M185H5= I 3x8 M785HS I 3 4 5x8 M188HS= 5 6 7 22 23 89 O' ?m 18 17 16 15 14 13 12 11 10 1 2x3 3x5=3x4= 3x4= 4x8 MiBSHS= 4x10 M18SHS= 4x8 M185HS I 4x8= I 25-9-0 aria I 7-1-12 I iszz I z 2-li �1-0-0b-tt-0I 3-106 I ' Plate Offsets(X,Y)-- [1:0-1-8,0-3-91,[6:0-4-12,0-1-8],[7:0-4-12,0-2-81,[8:0-4-0,0-2-12],[11:0-3-S,Edgel,[12:0-3-8,0-2-8],[13:0-2-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl IA PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.21 15-16 >999 240 MT20 185/148 ' (Roof Snow=25.0) Lumber DOL 1.15 BC 0.98 Vert(TL) -0.42 15-16 >830 240 M1BSHS 185/148 TCDL 8.0 Rep Stress herNO WB 0.82 Horz(TL) 0.10 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:304 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std`Except' BOT CHORD Rigid ceiling directly applied or 3-9-2 oc bracing. 8-11,8-12:2x4 DF No.2 OTHERS 2x6 DF No.2 IREACTIONS. (size) 11=0-4-0,20=0-5-8 Max Horz 20=-181(LC 10) Max Uplift 11=-4097(LC 31),20=-459(LC 31) Max Gray 11=5151(LC 30),20=1494(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-1456/476,1-2=-2232/814,2-3=-6727/3356,3-5=-11637/7771,5-6=-1 5 344/1 2434, 6-7=-15338/12429,7-8=13962/11495,8-11=-4916/3995 BOT CHORD 16-17=-1898/4402,15-16—5307/9116,13-15=-10894/14265,12-13—11467/13929, ' 11-12=-733/967 WEBS 1-17=-987/2597,2-17=-2561/1281,2-16=-1712/2731,3-16=-2724/2224,3-15=-2791/2855, 5-15-2901/3443,8-12=-11195/13517,6-13=-3445/3368,7-12=-4179/3556, 7-13=-3796/4612,5-13=-2161/1512 I NOTES- To p chords connected as follows:2x4-1 row at 0-2-0 oc,2x6-2 rows staggered at 0-5-0 oc. ,AGINek /0 Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. ,TWebs connected as follows:2x4•1 row at D-9-0 oc,Except member 13.6 2x4-2 rows staggered at 0-2-0 oc,member 12-7 2x4-2 "�rows staggered at 0-2-0 oc. 892OOPE 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)+ . • -- gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 29-7-6 zone;cantilever left and right exposed;end vertical left s and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 y OREGON � 5)Unbalanced snow loads have been considered for this design. / .` 6)All plates are MT20 plates unless otherwise indicated. eeq- r f 4 Z�1e)Q, 7)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ilf F1RIU- I8)Bearing at joint(s)20 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify �r71 capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) RENEWAL DATE:12-31-2021 11=4097,20=459. June 23,2021 10)Load case(s)28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the r A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTek49 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 verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek- is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS4TP/1 Quality Criteria,BSB•89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838361 20-DD2646 A26FP2 ROOF SPECIAL 2 n • L Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:15 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-Am7Lk4ZJRR44zghC5mh23xMF1 dd059No4OX7S6z3PfY NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 24-10-0,and 5200 lb down and 5200 lb up at 23-10-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 28) User defined:Lumber Increase=2.00,Plate Increase=2.DO Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) IConcentrated Loads(Ib) Vert:6—5200(F)7=5200(F) 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) IConcentrated Loads(Ib) Vert:6=5200(F)7=-5200(F) 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) IConcentrated Loads(Ib) Vert:6=-2800(F)7=-2800(F) 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) IConcentrated Loads(Ib) Vert:6=2800(F)7=2800(F) I I I 1 1 I I 11 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/1e/2020 BEFORE USE. Design valid for use only with MiTeloS 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 Ibuilding 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 lasses and truss systems,see ANSIITPlf Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838362 20-DD2646 A26RTU ROOF SPECIAL 1 I 1 Job Reference(optional) I Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:16 2021 Page 1 ' 7-10-12 7-10-12 15-0-7 7.1.12 I ID:Uz76p9Pw3 tXKXkgHzFGli-fyhjxQaxBkCxagG 9vOQ101ga7y12Gh_Yz3PfX 22-2-3 7-1-12 29-7-6 7-5-3 Scale=1:53.3 I 4x6= 0.50112 I 6x14= 3x10= 1 1 18 2 19 3x5= 5x9= 3 3x12= q 5 4x10= 20 21 67 15 14 13 12 11 10 3x4 II 5x8 M18SHS= 4x9= 6x10 M18SHS= 6x8 M18SHS= 98 SxB M18SHS 4x7= II 4-3-14 I 11-5-9 18-7-5 25-9-0 29-7-6 4-3-14 7-1-12 7-1-12 7-1-12 3-10-6 I Plate Offsets(X,Y)-- [1:0-7-0,0-3-4],[2:0-4-4,0-1-8],[3:0-2-0,0-1-8],[6:0-4-8,0-1-12],[10:0-3-0,0-3-0],[12:0-1-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.29 12-13 >999 240 MT20 185/148 (Roof Snow=25.0) I Lumber DOL 1.15 BC 0.82 Vert(LL) -1.26 12-13 >275 240 MI8SHS 185/148 TCDL 8.0 Rep Stress!nor YES WB 0.91 Horz(TL) 0.11 9 Na Na BOLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:172 lb FT=0% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x6 DF 2500F 2.2E`Except` TOP CHORD Structural wood sheathing directly applied or 1-8-10 oc purlins, 4-7:2x6 OF 1800F 1.6E except end verticals. BOT CHORD 2x6 DF 2500F 2.2E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Std*Except` WEBS 1 Row at midpt 2-14,3-13,5-10 6-9,1-14,2-14,2-13:2x4 DF No.2,6-10:2x4 DF No.1&Btr IOTHERS 2x6 DF No.2 REACTIONS. (size) 9=0-4-0,17=0-5-8 Max Horz 17=-178(LC 10) Max Gray 9=2435(LC 21),17=2376(LC 21) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=2296/0,1-2—3487/0,2-3=-9551/0,3-5=-1 1 1 84/0,5-6=-5555/0,6-9=-2256/0 BOT CHORD 13-14=0/6924,12-13=0/12198,10-12=0/9646,9-10—78/483 WEBS 1-14=0/3911,2-14=-4028/0,2-13=0/3007,3-13=-3035/0,3-12=-1181/0,5-12=0/1653, 5-10=-4475/0,6-10=0/5355 I NOTES- 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 29-7-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ,`���� PR�FFS,s 3)Unbalanced snow loads have been considered for this design. �Gj iNf a I NF9 /n� 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �4 -9 6)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Q 89200PE capacity of bearing surface. 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27 has/have been modified. • Building designer must review loads to verify that they are correct for the intended use of this truss. 8)Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. I LOAD CASE(S) Standard 9 OREGON �l/� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 / Z ib` Uniform Loads(Of) O •lir q Y 14 0 ei Vert:1-19=-66,4-19=-266,4-6=-66,6-7=-66,8-15=-20 ,Vf pG V I2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 rl l'7��'-� Uniform Loads(pH) Vert:1-19=-53,4-19=-254,4-6=-53,6-7=-53,8-15—20 RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5n912020 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not - a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �} _ building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI lek 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 busses and truss systems.see ANSIITPI1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838362 20-002646 A26RTU ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:16 2021 Page 2 1 ID:Uz?6p9Pw3CCW5KptXKXkciHzFGli-fyhjxQaxBkCxagGOfTCHc9vOOt 01ga7y12Gh_Yz3PfX LOAD CASE(S) Standard 3)Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=-27,4-19=-227,4-6-27,6-7=-27,8-15=-20 4) Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Veil:1-19=-65,4-19=-265,4-20=-65,6-20=-53,6-7=-53,8-15=-20 5) Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-19=-16,4-19=216,4-6=-16,6-7=-16,8-15=-40 6) Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=89,1-18=40,18-19=32,4-19=-168,4-6=32,6-7=26,8-15=-12 Horz:1-15=21,1-16=89,1-18=48,6-18=41,6-7=34,6-9=38 7) Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=53,1-19=32,4-19=-168,4-21=32,6-21=40,6-7-8,8-15=-12 Horz:1-15=-38,1-16=-53,1-21=41,6-21=48,6-9=-21 I8)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-35,1-19=-30,4-19=-230,4-6=-30,6.7=-24,8-15=-20 Horz:1-15=-25,1-16=35,1-8=-14,6-7=-8,6-9=-35 9)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=53,1-19=-30,4-19=-230,4-6=30,6-7-16,8-15=-20 Horz:1-15=35,1-16=-53,1-6-14,6-9=25 10) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-57,1-19=18,4-19=-182,4-6=18,6-7=12,8-15=-12 Horz:1-15=19,1-16=57,1-6=27,6-7=20,6-9=25 11) Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=57,1-19=39,4-19=-161,4-6=39,6-7=32,8-15=-12 Horz:1-15=25,1-16=-57,1-6=47,6-7=40,6-9=-19 12) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-16=-57,1-19=-3,4-19=-203,4-6=-3,6-7=4,8-15=-20 Horz:1-15=33,1-16=57,1-6=13,6-7=20,6-9=11 I 13) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=57,1-19=18,4-19=-1 B2,4-6=18,6-7=24,8-15=-20 Horz:1-15=-11,1-16=-57,1-6=34,6-7=40,6-9=-33 14) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Vert:1-16=38,1-19=18,4-19=-182,4-6=18,6-7=12,8-15=-12 Horz:1-15=16,1-16=-38,1-6=27,6-7=20,6-9=23 15) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) 1 Vert:1-16=38,1-19=39,4-19=-161,4-6=39,6-7=32,8-15=-12 Horz:1-15=-23,1-16=-38,1-6=47,6-7=40,6-9=-16 16) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=38,1-19=12,4-19=188,4-6=12,6-7=6,8-15=-12 Horz:1-15=8,1-16=-38,1-6=21,6-7=14,6-9=18 17) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pH) Vert:1-16=38,1-19=24,4-19=-176,4-6=24,6-7=18,8-15=-12 Horz:1-15=-18,1-16=-38,1-6=33,6-7=26,6-9=-8 I18) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=36,1-19=-3,4-19=203,4-6-3,6-7=4,8-15=-20 Horz:1-15=30,1-16=-38,1-6=13,6-7=20,6-9=9 19) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Vert:1-16=38,1-19=18,4-19=-182,4-6=18,6-7=24,8-15=-20 Horz:1-15=-9,1-16=-38,1-6=34,6-7=40,6-9=-30 20) Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=-31,4-19=-231,4-6=31,6-7=-31,8-15=-20 21) Dead+Snow(Unbar.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=-81,4-19=-281,4-20=-81,6-20=-66,6-7=-66,8-15=-20 22) Dead:Lumber Increase-0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-19=-16,4-19=216,4-6=-16,6-7=-16,8-15-20 23) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 I a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Mit 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 iYiil R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSYTPII Quality Criteria,DSB-89 and BCS!Building Component 250 Klug Circle Safety lnfonnatiss available front Truss Plate Institute,2670 Grain Highway,Suite 203 Waldorf,MD 20601 • Corona,CA 92880 Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838362 20-DD2646 A26RTU ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:16 2021 Page 3 I D:Uz?6p9Pw3CC W 5KptXKXkgHzFGli-lyhjxQaxBkCxagGOfTCHc9vOQ 101ga7y12Gh_Yz3PfX LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-16=-43,1-19=-44,4-19=-244,4-6=-44,6-7=-39,8-15=-20 I Horz:1-15=25,1-16=43,1-6=10,6-7=15,6-9=8 24) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=43,1-19=-28,4-19=-228,4-6=-28,6-7=-23,8-15=-20 Horz:1-15=-8,1-16=-43,1-6=25,6-7=30,6-9=-25 I 25) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=29,1-19=-44,4-19=-244,4-6=-44,6-7=-39,8-15=-20 Horz:1-15=22,1-16=-29,1-6=10,6-7=15,6-9=7 26) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-16=29,1-19=-28,4-19=-228,4-6=-28,6-7=-23,8-15=-20 Harz:1-15=-7,1-16=-29,1-6=25,6-7=30,6-9=-22 27) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) IVert:1-19=56,4-19=-256,4-6=-56,6-7=-56,8-15=-20 I I I I I I I I I : • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an IndNidual 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 MiT is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the "ekl I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITPrt Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838363 20-DD2646 A26RTUFP ROOF SPECIAL 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:18 2021 Page 1 ID:Uz?6p9Pw3CCW 5KptX KXkgHz FG l i-bLpUM6bCjMSfg8OmmuFlha_oprhwITJFmM Io3Rz3PfV 7-10-12 15-0-7 I 21-0-0 122-2a1 29-7-6 7-10-12 7-1-12 5-11-9 1-2-3 7-5-3 Scale=1:53.2 I 4x6= 0.50112 ' 6x14= 6x10 M185H5II 3z9_ 5x7 I I 18 1 20 2 3x8= 4x8 M18SH5= 21 3 �. 4 5 6 5x8 M18SHS= 22 23 7 8 i nnI 9ry Ism 17 16 15 14 13 12 11 10 9 3x4 4x8= 3x9= 6x8 M18SH5= 3x7= 4x4= 5x10 M18SHS= 5x8 M10SHG 1 4-3-14 11-5-9 18-7-5 21-0-0 25-9-0 I 29-7-6 4-3-14 7-1-12 7-1-12 2-4-11 4-9-0 3-10-6 I Plate Offsets(X,Y)-- [1:0-7-0,0-3-4],[4:0-2-1 1,0-2-0],[5:0-4-12,0-2-6],[6:0-5-4,0-1-8],[7:0-4-0,0-2-12],[10:0-4-4,0-2-8],[1 1:0-4-12,0-3-4],[12:0-1-12,0-2-D] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.18 13-15 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.84 Vert(TL) -0.79 13-15 >433 240 M185HS 185/148 I TCDL 8.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.13 10 n/a n/a BOLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:345 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 HF Std`Except` BOT CHORD Rigid ceiling directly applied or 5-9-11 oc bracing. 7-10:2x6 DF No.2,7-11,6-12:2x4 DF No.2 OTHERS 2x6 DF No.2 I REACTIONS. (size) 10=0-4-0,19=0-5-8 Max Horz 19=-178(LC 10) Max Uplift 10=2557(LC 31),19=-55(LC 31) Max Gray 10=5645(LC 30),19=2943(LC 30) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-2857/71,1-2=-4666/156,2-3=-1 4523/1 598,3-5=-23298/7660,5-6=-25439/11062, 6-7=-13483/6400,7-10=-5205/2413 BOT CHORD 15.16=-518/9497,13-15=-3069/19935,12-13_I1046/25448,11-12-I1558/23796, 10-11=-623/1463 WEBS 1-16=-158/5419,2-16=-5642/422,2-15=1246/5814,3-15=-6140/1669,3-13=-5132/3744, 5-13=-2631/4112,6-11=-11271/5638,7-11=-6120/12737,5-12=-5676/2920, 6-12=-3634/7207 tt c ' NOTES- o(V `O OPt- 1)1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-3-0 oc,2x6-2 rows staggered at 0-3-0 oc. �C ```G I N EE-7 /Dy Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. v`` °7 Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 12-5 2x4-2 rows staggered at 0-2-0 oc. <Cr -9 ' 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 89200PE ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.opsf;h=601t;Cat.II;Exp B;Enclosed;MWFRS(envelope) r ��v.: gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 29-7-6 zone;cantilever lett and right exposed;end vertical left - -�+ and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 10 I 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 h. OREGON �/� 5)Unbalanced snow loads have been considered for this design. /� 6)All plates are MT20 plates unless otherwise indicated. /O "'iq y 14 ZQ� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. M �yP 8)Bearing at joint(s)19 considers parallel to grain value using ANSITTPI 1 angle to grain formula. Building designer should verify -FR R�L`" V capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)19 except(jt=lb) 10=2557. RENEWAL DATE:12-31-2021 10) Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31 has/have June 23,2021 been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. NI 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 verily 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 ANSWPII Quality Criteria,DSB-89 and SCSI Building Component 250 King Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838363 20-DD2646 A26RTUFP ROOF SPECIAL 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:18 2021 Page 2 I D:Uz?6p9Pw3CC W 5KptXKXkgHzFGli-bLpU M6bCjMSfg5Qmmu Flha_oprhwlTJFm MIo3Rz3 PtV NOTES- 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 22-0-0,and 5200 lb down and 5200 lb up at 21-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. ILOAD CASE(S) Standard Except: 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-21=66,4-21=-266,4-7=-66,7-8=-66,9-17=-20 2) Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-21_53,4-21=-254,4-7=•53,7-8=-53,9-17=-20 3) Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Veil:1-21=-27,4-21=-227,4-7=-27,7-8=-27,9-17=-20 I 4) Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-21=-65,4-21=-265,4-22=-65,7-22=-53,7-8=-53,9.17=20 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-21=16,4-21=-216,4-7=16,7-8=-16,9-17=40 6)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-89,1-20=40,20-21=32,4-21=-168,4-7=32,7-8=26,9-17-12 Horz:1-17=21,1-18=89,1-20=48,7-20=41,7-8=34,7-10=38 I7)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=53,1-21=32,4-21=-168,4-23=32,7-23=40,7-8=39,9-17=-12 Horz:1-17=-38,1-18=-53,1-23=41,7-23=48,7-8=48,7-10=-21 ' 8)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-18=-35,1-21=30,4-21=-230,4-7-30,7-8=-24,9-17=-20 Horz:1-17=-25,1-18=35,1-7-14,7-8=-8,7-10=-35 9)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ' Vert:1-18=53,1-21=-30,4-21=-230,4-7=-30,7-8=8,9-17=-20 Horz:1-17=35,1-18-53,1-7=-14,7-8=8,7-10=25 10) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-57,1-21=18,4-21=-182,4-7=18,7-8=12,9-17=-12 Horz:1-17=19,1-18=57,1-7=27,7-8=20,7-10=25 11) Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=57,1-21=39,4-21=161,4-7=39,7-8=54,9-17=-12 Horz:1-17=-25,1-18=-57,1-7=47,7-8=63,7-10=-19 ' 12) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-18-57,1-21=-3,4-21=-203,4-7=-3,7-8=4,9-17=-20 Horz:1-17=33,1-18=57,1-7=13,7-8=20,7-10=11 13) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Vert:1-18=57,1-21=18,4-21-182,4-7=18,7-8=24,9-17=-20 Harz:1-17=-11,1-18=-57,1.7=34,7.8=40,7-10=-33 14) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf)' Vert:1-18=38,1-21=18,4-21=-182,4-7=18,7-8=12,9-17=-12 Horz:1-17=16,1-18-38,1-7=27,7-8=20,7-10=23 15) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ' Vert:1-18=38,1-21=39,4-21=-161,4-7=39,7-8=32,9-17=-12 Horz:1-17=-23,1-18=-38,1-7=47,7-8=40,7-10=-16 16) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=38,1-21=12,4-21=-188,4-7=12,7-8=6,9-17=-12 Horz:1-17=8,1-18=-38,1-7=21,7-8=14,7-10=18 I 17) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=38,1-21=24,4-21=-176,4-7=24,7-8=18,9-17=-12 Horz:1-17=-18,1-18=-38,1-7=33,7-8=26,7-10=-8 18) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-18=38,1-21=-3,4-21=-203,4-7=-3,7-8=4,9-17=-20 Horz:1-17=30,1-18=-38,1-7=13,7-8=20,7-10=9 19) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-18=38,1-21=18,4-21=-182,4-7=18,7-8=24,9-17=-20 Horz:1-17=-9,1-18=-38,1-7=34,7-8=40,7-10-30 20) Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. fill valid for use only with MTekek 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 verily 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 Ml lek' 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 ANSUTP/f Quality Criteria,QSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 ' Job Truss Truss Type Qty Ply Timber-tech-Dartmouth North K9838363 20-DD2646 A26RTUFP ROOF SPECIAL 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:18 2021 Page 3 I D:Uz?6p9Pw3CC W 5 KptXKXkgHzFGli-bLpU M6bCIMSig8Qmmu Flha_oprhwITJFmMIo3Rz3 Pfv LOAD CASE(S) Standard Except: Uniform Loads(plf) Vert:1-21=-31,4-21=-231,4-7=31,7-8=-31,9-17=-20 I21) Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-21=-81,4-21=-281,4-22=-81,7-22=-66,7-8=-66,9-17=-20 22) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=D.90 Uniform Loads(plf) Vert:1-21-16,4-21=-216,4-7=16,7-8=-16,9-17=-20 23) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-43,1-21=- 4,4-21=-244,4-7=-44,7-8=39,9-17=-20 Horz:1-17=25,1-18=43,1-7=10,7-8=15,7-10=8 I 24) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-18=43,1-21=-28,4-21-228,4-7=-28,7-8=-23,9-17=-20 Horz:1-17=-8,1-18=-43,1-7=25,7-8=30,7-10=-25 25) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Vert:1-18=29,1-21=-44,4-21-244,4-7=-44,7-8=-39,9-17=-20 Horz:1-17=22,1-18=-29,1-7=10,7-8=15,7-10=7 26) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=29,1-21=28,4-21=228,4-7=-28,7-8=-23,9-17=-20 Horz:1-17=-7,1-18=-29,1-7=25,7-8=30,7-10=-22 27) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-21=56,4-21=-256,4-7=-56,7-8=-56,9-17=-20 I 28) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-21=-16(F),4-21=-216(F=-16),4-7=-16(F),7-8=-16(F),9-17=-20(F) Concentrated Loads(Ib) Vert:5=-5200(F)6=5200(F) I29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-21=-16(F),4-21=-216(F=-16),4-7=-16(F),7-8-16(F),9-17=-20(F) Concentrated Loads(Ib) Vert:5=5200(F)6=-5200(F) I 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-21=-16(F),4-21=-216(F=-16),4-7-16(F),7-8=-16(F),9-17=20(F) Concentrated Loads(Ib) Vert:5=-2800(F)6=-2800(F) I 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-21=-16(F),4-21=-216(F-16),4-7-16(F),7-8=-16(F),9-17=-20(F) Concentrated Loads(Ib) Vert:5=2800(F)6=2800(F) I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.9192020 BEFORE USE. il Design valid for use only with MiTek®connectors.This design is bawd 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 end 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' always required for stability and to prevent collapse with possele personal injury and property damage. For general guidance regarding the • fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS(TPI1 Quality Criteria,BSB-89 and BCSI Buiwing Component 250 Klug Circle • Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838364 20-DD2646 A27 ROOF SPECIAL 5 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:19 2021 Page 1 ' I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-3XMsZRcgUfaWRI?zKcm_EnXyHF1 vlxhO_OVLbtz3PfU 3-5-0 10-6-11 17.8-7 118-8-8 2I 5-1-10 3-5-0 7-1-12 7-1-12 1-0-1 6-5-2 Scale=1:43.7 I 446= 5x14= 0.50112 3x5= 1 2 16 3x4 3x6= 3 3x4= 4 5 17 18 4x6= 6 m t5 �M i 13 12 11 10 9 3x8 M 8 3x5= 3x4= 18SHS= 4x6= 7 2x3 I I 4x5= 3x4 II 1111 3-5-0 6-11-13 14-1-9 21-3-4 25-1-10 3-5-0 3-6-14 7-1-12 7.1.12 _ 3-10-6 Plate Offsets(X,Y)-- [1:0-7-0,0-2-121,[2:0-2-4,0-1-8],[6:Edge,0-2-0],[8:0-3-0,0-2-4],[11:0-2-4,0-1-8],[12:0-2-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (icc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.28 10 >999 240 MT2D 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(TL) -0.55 10-11 >536 240 M18SHS 220/195 TCDL 8.0 Rep Stress[nor YES WB 0.92 Horz(TL) 0.05 7 Na Na BOLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:111 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except* BOT CHORD Rigid ceiling directly applied or 5-11-7 oc bracing. 6-7,6-8:2x4 DF No.2 OTHERS 2x6 DF No.2 I REACTIONS. (size) 7 )-4-0,15=0-5-8 Max Horz 15=-182(LC 10) Max Uplift 7=331(LC 11),15=-308(LC 15) Max Gray 7=1189(LC 21),15=1210(LC 21) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-1170/350,1-2=-1359/469,2-3=2563/708,3-4=-3852/1013,4-6=-2315/566, 6-7=-1134/332 BOT CHORD 11-12=-447/1349,10-11—1099/3665,8-10=-1111/3723,7-8=-142/282 I WEBS 2-11=-298/1412,3-11—1283/464,3-10=0/345,4-10=0/311,4-8=-1577/584, 6-8=-473/2160,2-12=1180/394,1-12=-526/1810 NOTES- 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL�.Opsf;h=60f1;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 24-11-14 zone;cantilever left and right exposed;end vertical P Ct�rCC-- left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,`CLQ.E-d ss 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 t� NG)N(:�. /O 3) Unbalanced snow loads have been considered for this design. 9 y 4)All plates are MT20 plates unless otherwise indicated. �/ -jy ' 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q 8920�PE 6)Bearing at joint(s)15 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �' ":" 7=331,15=308. ' 8)Graphical purlin representation does not depict the size or the orientation o1 the purlin along the top and/or bottom chord. 9 0REG0N 44,SC z. to )'142 ' P: t MFRRIO- RENEWAL DATE:12-31-2021 June 23,2021 r A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for we only with MTek®connectors.This design Is based only upon parameters shown,end 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 r� building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI IQk- is always required for stability end to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Crass systems,see ANSI?P!f Quaflfy Criteria,OSBA9 and BCSI Building Component 250 Klug Circle Safety Information available born Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838365 20-DD2646 A28 ROOF SPECIAL 13 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:21 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-?wUc_7e4OHgEhb9LR1 oSJCcEX2ggVtJhSJ_Sfiz3PfS 5-10-12 13-0-7 I 20-2-3 I 27-7-6 5-10-12 7-1-12 7-1-12 7-5-3 Scale:1/4'=1' I 4x6= 0.50 112 ' 6x10= 6 1 3x5= 18 2 3x4= 3x6= 3 3x4= q 5 4x6= 19 87 lam ' 15 14 13 12 11 10 98 2x3 II 4x4 I I3x4= 3x4= 3x8 M18SHS= 4x7= 3x4 I I I 2-3-14 9-5-9 16-7-5 23-9-0 27-7-6 2-3-14 7-1-12 7-1-12 7-1-12 3-10-6 Plate Offsets(X,Y)-- [1:0-3-4,0-3-0],[6:0-2-12,0-2-0],[10:0-3-0,0-2-8],[13:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.37 12-13 >857 240 MT20 185/148 ' (Roof Snow=25.0) Lumber DOL 1.15 BC 0.96 Vert(TL) -0.72 12-13 >446 240 M18SHS 220/195 TOOL 8.0 Rep Stress Ina YES WB 0.79 Horz(TL) 0.08 9 n/a n/a BOLL 0.0 Code IBC2012?PI2007 Matrix-R Weight:120 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 HF Std*Except* 6-9,6-10:2x4 DF No.2 OTHERS 2x6 DF No.2 I REACTIONS. (size) 94-4-0,17=0-5-8 Max Horz 17=-181(LC 10) Max Uplift 9=367(LC 11),17=-340(LC 15) Max Gray 9=1328(LC 21),17=1337(LC 21) ' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-1336/345,1-2=-886/278,2-3=-3601/963,3-5=-4530/1185,5-6=2528/619, 6-9=-1268/368 BOT CHORD 13-14=-775/2536,12-13=-1312/4534,10-12=-1226/4188,9-10—139/264 I WEBS 2-14=-1978/619,2-13=-215/1249,3-13=-1089/415,5-12=0/437,5-10=-1856/654, 6-10=-536/2420,1-14=-290/1426 NOTES- 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 27-7-6 zone;cantilever left and right exposed;end vertical leftand right GV PR�I" n 2)TCLL:ASCE 7S 0;Pf=25.0ed;C-C psf(flatr root snow);Category II and forces&MWFRS f Exp B;or tions shown;Partially ExpLumber 00OL=1.60 plate grip DOL=1.60 �r, ��GG�N� �osvo2 3) Unbalanced snow loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. ICI -y 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 8) Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. /� 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) - 9=367,17=340. IC)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. O OREGON mac/¢ 0�'9I'14 2O' Qt ' MRRII-- '3 RENEWAL DATE:12-31-2021 June 23,2021 ! A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTel®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury end property damage. For general guidance regarding the fabrication,storage,delivery.erection end bracing of Trusses end Truss systems,see ANSI/TPII Quality Criteria,OSH99 and SCSI Building Component IS 250 Klug Circle Safety Information available from Truss Plate Inslxute,2670 Crain Highway,Suite 203 Waldort,MD 20601 Corona,CA 92860 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838366 20-DD2846 A28FP ROOF SPECIAL 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:22 2021 Page 1 ' ID:Uz76p9Pw3CCW5KptXKXkgHzFGIi-T62_CTfinay511kY?kJhrP9PbS2xElpghzj?CCz3PfR 21-3-0 5-10-12 13-0-720-2-3 201�-0 27-7-6 I 5-10-12 7-1-12 7-1-12 0-0-13 6-4-6 1-0-0 Scale=1:49.9 I 4x6— 0.50112 6x10= 6 1 3x5= 20 2 3x6= 4x8 M18SHS= 6x8 I 3 4x8 II 4 5 6 5x9= 21 78 1 l �m 17 18 15 14 13 12 11 1 9 110 2x3 3x4= 3x6= 3x7= 4x8 M18SHS= 5x8 M18SH5= 348 M18SHS II 4x4 II I 2-3-14 9-5-9 16-7-5 21-3-0 23-9-0 27-7-6 I 2-3-14 7-1-12 7-1-12 4-7-11 2-6-0 3-10-6 Plate Offsets(X,Y)-- [1:0-1-8,0-3-9],[5:0-4-12,0-2-0],[6:0-4-12,0-2-8],[7:0-3-8,0-2-12],[12:0-1-8,0-1-8] 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 0.95 Vert(LL) -0.16 14-15 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.83 Vert(TL) -0.31 14-15 >999 240 M18SHS 185/148 TCDLBCLL 0.0.0 Rep Stress!nor NO WB 0.90 Horz(TL) 0.1110 r/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:283 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 DF No.2I TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc puffins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std°Except' BOT CHORD Rigid ceiling directly applied or 3-7-5 oc bracing. 7.11:2x4 DF No.2 OTHERS 2x6 DF No.2 1 REACTIONS. (size) 10=0-4-0,19=0-5-8 Max Horz 19=-182(LC 10) Max Uplift 10=-3728(LC 31),19=-900(LC 31) Max Gray 10=4710(LC 30),19=1862(LC 30) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-1854/859,1-2=-1370/669,2-3=-7210/4453,3-5=-13893/10452,5-6=-1 6929/1 41 01, 6-7=-1 0 873/89 36,7-10=-4544/3670 BOT CHORD 15-16=-2325/4137,14-15=-7180/10469,1 2-1 4=-1 4570/1 7628,11-12=-14093/16921, 10-11=-381/535 WEBS 2-16=-3262/1952,2-15=-2501/3612,3-15=-3713/3107,3-14=3710/3880, 5-14=-4104/4520,6-11=-7188/6130,7-11—9107/11006,1-16=-1094/2232, 6-12=-4000/4499,5-12=-5223/4781 p --- IINOTES- 1) G �D prlOFt�s 2-ply truss to be connected together with 10d(0.131'x3")nails as follows: `� c Top chords connected as follows:2x4-1 row at 0-2-0 oc,2x6-2 rows staggered at 0-3-0 oc. ' e_`G)of��n s/O Bottom chords connected as follows:2x4.1 row at 0-7-0 oc. `_ ,T le Webs connected as follows:2x4-1 row at 0-9-0 oc. 9 ' 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to Q ti--- 89200PE ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h�OTt Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 27-7-6 zone;cantilever lett and right exposed;end vertical left /� and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 w I4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 OREGON /1/¢ 5)Unbalanced snow loads have been considered for this design. A_ 6)All plates are MT20 plates unless otherwise indicated. �,Q'7,9}�14 2�1�A 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Oft ' 6)Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 'lERRI�`- V capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=3728,19=900. RENEWAL DATE:12-31-2021 10) Load case(s)28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the June 23,2021 intended use of this truss. A WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTeb&connectors.This design is based only upon parameters shown,and is loran 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 1 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,sea AN51?f>I7 Ouaflry Criteria,DSB-89 and SCSI Building Component NI 250 Klug Circle Safety Information available front Truss Place Insltlute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92860 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838366 20-DD2646 A28FP ROOF SPECIAL 2 n L Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:22 2021 Page 2 IID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-T62_CTfinay511kY?kJhrP9PbS2xElpghzj?CCz3PfR NOTES- 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 21-3-0,and 5200 lb down and 5200 lb up at 20-3-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. ILOAD CASE(S) Standard Except: 28) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-7=16(F),7-8=-16(F),9-17=-20(F) Concentrated Loads(Ib) IVert:5=5200(F)6=5200(F) 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=16(F),7-8=-16(F),9-17=-20(F) Concentrated Loads(Ib) IVert:5=5200(F)6=-5200(F) 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=16(F),7-8=-16(F),9-17=-20(F) Concentrated Loads(Ib) IVert:5=-2800(F)6=-2800(F) 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=-16(F),7-8=-16(F),9-17=-20(F) Concentrated Loads(Ib) IVert:5=2800(F)6=2800(F) I I I 1 I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r} building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI IQk is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see AN31?Pli Qualify Criteria,DSB-88 and BC31 Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.2670 Crain Highway,Suite 203 Weklorf,MD 20601 Corona,CA 92880 i I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838367 20-DD2646 A29 ROOF SPECIAL 1 1 Job Reference(optional) • Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:24 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-CVAIc9gyJCCoY3tw79M9wgEn4GIDiBm78HC6G4z3PfP 5-10-12 13-0-7 I 20-23 I 26-3-1 7-3-15 32-9-14 5-10-12 7-1-12 7-1-12 6-0-14 i-0-14 5-5-15 Scale=1:61.9 I 4x6= 0.50112 ' 6x12= g 18 4x7 3x4= 4x6 Zr 4x10 M18SHS= 2 3 4 3x4= I 5 4x7= 4xB M105HS II 6 7 19 8 15 ' 14 13 12 11 10 4x8 M18SHS= 3x4 I I 4z6= 4x6= 3x4= 5x8 MIBSHS= 4x8= I 2-3-14 9.5.9 16-7-5 I 23-9-0 26-3-1 I 32-9-14 2-3.14 7.1.12 7-1-12 7-1-12 2-6-1 6-6-13 Plate Offsets(X,Y)-- [1:0-3-4,0-3-9],[2:0-3-0,0-2-0],[7:0-4-4,0-2-0],[8:Edge,0-3-8],[9:Edge,0-2-4],[10:0-1-12,0-2-0],[13:0-2-4,0.2.0],[14:0-3-0,0.1.12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.70 10-12 >546 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(TL) -1.33 10-12 >290 240 Mi BSHS 165/148 TCDL 8.0 Rep Stress'nor YES WB 1.00 Horz(TL) 0.11 9 n/a rJa BCLL 0.0 Code IBC2012/TPI2007 Matrix-AS Weight:187 lb FT=D% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. SOT CHORD 2x6 DF 1800E 1.6E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 HF Std`Except' WEBS 1 Row al midpt 7-9 8-9:2x4 DF No.2 OTHERS 2x6 DF No.2 ' REACTIONS. (size) 90= 4-0,17=0-5-8 Max Horz 17=-178(LC 10) Max Uplift 9=432(LC 11),17=-412(LC 15) Max Gray 9=1556(LC 21),17=1574(LC 29) ' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-1558/402,1-2=1126/351,2-3=-4863/1338,3-5=-7140/1951,5-6=-6643/1731, 6-7=6633/1724,7-8=-417/77,8-9=252/107 BOT CHORD 13-14=-1005/3278,12-13—1881/6408,10-12=-2204/7608,9-10=1567/5225 I WEBS 2-14=-2522/789,2-13=378/1848,3-13=-1772/626,3-12=-84/803,5-12=-530/276, 5-10=-1216/497,1-14=-390/1730,7-10=-194/1704,7-9=-4947/1517 NOTES- 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0pst;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 32-8-2 zone;cantilever left and right exposed;end ED PROF vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 F 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 �c "-\\\ '��NG'N E,�S/0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. nC/ -9 ' 5)All plates are MT20 plates unless otherwise indicated. Q $9200PE 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. /`�-J���• 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) - -9 T--� Thistr 17 412. design OREG�N 4c,/ • 9) truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2°gypsum 9G ,f A. sheetrock be applied directly to the bottom chord. /n-`7.9 Y201 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. d 1'4, ,e ' MFRR11..- RENEWAL DATE: 12-31-2021 June 23,2021 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5r19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for en individual bulking component,not a truss system.Before use,the building designer must verity 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- 250 King Circle 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 ANS/?PI1 Qual(ty Criteria,DSB-89 and SCSI Building Component SafetyMlornetfon available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I li Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838368 120-DD2646 A30 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:25 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KpIXKXkgHzFGli-uhk7gVhb4VKf9DS7gstOT2nyyf5PReSGNxyfoXz3Pf0 5-10-12 I 13-0-7 20-2-3 24-3-1 27-3-15 32-9-14 5-10-12 7-1-12 7-1-12 4-0-14 3-0-14 5-5-15 Scale=1:61.6 I 4x6= 0.50112 ' 6x12= 8 i ig 427 3x4= 4x6= 3 3x4= 5x7= 4x10 M18SHS= 4x5= 4 5 6 7 19 8 q d 15 9 14 13 12 11 10 4x8 M18SH5= 3x4 14z6= 4x6= 3z4= 5x8 M18SHS= 4x8= I 2-3-14 9-5-9 16-7-5 23-9-0 21-3-1 32-9-14 2-3-147-1-12 7-1-12 7-1-12 0-6-4 8-6-13 Plate Offsets(X,Y)-- [1:0-3-4,0-3-9],[2:0-3-0,0-2-0],[7:0-3-12,0-1-12],[B:Edge,0-1-12],j9:Edge,0-2-4],[10:0-1-12,0-1-12],[13:0-2-4,0-2-0],[14:0-3-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.70 10-12 >548 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -1.32 10-12 >291 240 M18SHS 185/148 TCDL 8.0 Rep Stress!nor YES WB 0.97 Horz(TL) 0.11 9 Na Na BOLL 0.0 Code IBC2012/TP12007 Matrix-AS Weight:188 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF 1800E 1.6E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 HF Std'Except* WEBS 1 Row at midpt 7-9 8-9:2x4 DF No.2 OTHERS 2x6 DF No.2 I REACTIONS. (size) 9=0-4-0,17=0-5-8 Max Horz 17=-178(LC 10) Max Uplift 9=-433(LC 11),17=-412(LC 15) Max Gray 9=1556(LC 21),17=1556(LC 21) IFORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-1542/402,1-2=-1116/349,2-3=-4845/1334,3-5=-7165/1954,5-6=-6535/1702, 6-7=-6533/1700,7-8=-352/67 BOT CHORD 13-14=-1009/3255,12-13=-1879/6390,10-12=-2228/7691,9-10=-1500/4992 1 WEBS 2-14=-2506/790,2-13=-375/1837,3-13=-1756/622,3-12=-97/851,5-12=-594/292, 5-10=-1409/547,1-14=-390/1721,7-10=-242/1856,7-9=-4791/1470 NOTES- 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDLa6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(,)3-10-10 to 32-8-2 zone;cantilever left and right exposed;end v PR QF•c vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 l- �14GINE t947 3) Unbalanced snow loads have been considered for this design. v ISI 4) Provide adequate drainage to prevent water pending. tV -9 5)All plates are MT20 plates unless otherwise indicated. • ••921� I 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / 7) Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify lie capacity of bearing surface. .i 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) II 9=433,17=412. y OREGON ,cc This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Yr' kW 10) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. qY i 4 ZO1nP I RENEWAL DATE:12-31-2021 June 23,2021 t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5,19/2020 BEFORE USE. Design valid for use only with MTeke connectors.This design is based only upon parameters shown,and is for an individual balding 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 inr&ated 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 ANSVlPII Oua/!ty Criteria,0.SB-89 and BCS/Building Component 250 Klug Circle Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838369 20-DD2646 A31 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:27 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-g3rtFBirc7aN PWcVoHvsYTsFgTn1 vYZZgFRmtPz3PfM I 5-10-12 1 13-0-7 7-1-12 1 20-2-3 7-1-12 1 22-3-1 2-0-14 27-3-15 5-0-14 1 32-9-14 5-5-15 1 5-10-12 Scale=1:59.6 • • 4c6= 0.50112 ' 6 6x12= 4z7= _ 1 18 2 334 4z6 3x4= 5x6= 4x10 M18SHS= 5x5 I 4 5 6 7 19 8 1 i7 INS 15 ' 14 13 12 11 10 9 3x4 14x8= 4z6= 3z4_ 5x8 M18SHS= 4x8= 4x8 2-3-14 l 9-5-9 16-7-5 22-3-1 23-9-0 1 32.9-14 2-3-14 7-1-12 7-1-12 5-7-12 1-5-15 9-0-14 L Plate Offsets(X,Y)-- [1:0-3-4,03-9],[2:0-3-0,0-2-0],[7:03-8,0-1-121,[8:Edge,0-3-81,[10:0-1-8,0-1-12],[13:0-2-4,0-2-0],[14:03-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.68 10-12 >568 240 MT20 185/148 (Roof Snow=25.0) I Lumber DOL 1.15 BC 0.78 Vert(TL) 1.28 1012 >302 240 M185H5 185/148 TCDL 8.0 Rep Stress Inv YES WB 0.99 Horz(TL) 0.11 9 Na n/a BCLL 0.0 Code IBC20121TPI2007 Matrix-AS Weight:188 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 HF Std WEBS 1 Row at midpt 7-9 OTHERS 2x6 DF No.2 I REACTIONS. (size) 9=0-4-0,17=0-5-8 Max Horz 17=-178(LC 10) Max Uplift 9=-433(LC 11),17=-411(LC 15) Max Gray 9=1556(LC 21),17=1556(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-1541/402,1-2=1116/346,2-3=4846/1331,3-5=-7163/1950,5-6=-6351/1650, 6-7=-6360/1653,7-8—284/58 BOT CHORD 13-14=-1013/3256,12-13=1680/6384,10-12=2235/7717,9-10=-1405/4658 WEBS 2-14=-2508/790,2-13=-374/1837,3-13=-1749/620,3-12=-97/856,5-12=-624/298, 5-10=-1539/605,1-14=-389/1720,7-10=-298/1950,7-9=-4535/1391 I NOTES- 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 32-8-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 PR 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 �F3) Unbalanced snow loads have been considered for this design.4) Provide adequate drainage to prevent water ponding. (ØtNE \\ 5)All plates are MT20 plates unless otherwise indicated.' 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 7) Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • 9=433,17=411. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum OREGON �f/ /O -'iqQ sheetrock be applied directly to the bottom chord. 9 I� 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. GY 1 2�1� - IRENEWAL DATE:12-31-2021 June 23,2021 IIA WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with Wokeconnectors.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 t�A building design.Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml liik- is always required for stability end 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 ANSVTPU 011ty Criteria,OSB-99 and SCSI Building Component - 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601ueCorona,CA 92880 I Job Truss Truss Type Qty Ply Timber-tech-Dartmouth North K9838370 20-DD2646 A32 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:29 2021 Page 1 I D:Uz?6p9Pw3CC W 5KptXKXkgHzFGli-mSzegsk58kg5egmuvixKduxcRGQyNRZsIZwtxlz3Pf K 5-10-12 13-0-7 20-2.3 2013-1 27-3-15 32-9-14-d! 5-10-12 7-1-12 7-1-12 014 7-0-14 5-5-15 Scale=1:61.8 I I 4i 5= 0.50112 6x14= — 5 3x8= — = 1 17 2 3x5 4x8= 5x6= 3z124x8 M18SHS I 3 4 18 5 19 6 20 7 I ii3 CI ; 14 0 13 12 11 10 9 ' 3x4 II 5z6= 4x7= 3x4= ex10 MiBSHS= 4x7= 4x8 M18SHS= I 2-3-14 9-5-9 16-7-5 20-3-I 23-9-0 I 32-9-14 2-3-14 7-1-12 7-1-12 3-7-12 3-5-15 9-0-14 Plate Offsets(X,Y)-- [1:0-5-0,0-3-51,[5:0-3-4,0-3-4],[6:0-5-12,0-1-8],[7:Edge,0-3-8],[B:Edge,0-2-4],[11:0-1-12,0-1-81,[13:0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) I/defl Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.63 9-11 >607 240 - MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.94 Vert(TL) -1.50 9-11 >257 240 M18SHS 185/148 TCDL Rep Stress Ina YES WB 0.96 Horz(TL) 0.13 8 Na n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-AS Weight:192 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF 1800E 1.6E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF No.2'Except' WEBS 2 Rows at 1/3 pts 6-8 3-12,1-14,3-11,1-13,6-8:2x4 HF Sid OTHERS 2x6 DF No.2 ' REACTIONS. (size) 8=0-4-0,16=0-5-8 Max Horz 16=-178(LC 10) Max Uplift 8=-184(LC 11),16=-260(LC 15) Max Gray 8=1805(LC 21),16=1708(LC 21) ' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=1677/253,1-2=-1217/227,2-3=-5537/667,3-5=-8463/565,5-6—7419/279, 6-7=-318/25,7-8=-257/101 BOT CHORD 12-13=-650/3614,11-12-883/7439,9-11=-400/9340,8-9=-473/5208 ' WEBS 2-13=-2807/499,2-12=-31/2225,3-12=-2159/238,3-11 3/1233,5-11=-1098/0, 5.9-2101/101,1-13=-202/1887,6-9=0/2408,6-8=-5091/462 NOTES- 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 32-8-2 zone;cantilever left and right exposed;end C1P [� vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,`(�FLE� R OFCss 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ��CJ �NG j N C�'T /O� 3)Unbalanced snow loads have been considered for this design. '7 4)400.0Ib AC unit load placed on the top chord,20-6-7 from left end,supported at two points,3-4-0 apart. 4 -9 I5) Provide adequate drainage to prevent water ponding. e82OOPE 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s)16 considers parallel to grain value using ANSI/IP!1 angle to grain formula. Building designer should verify a �' . capacity of bearing surface. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) OREGON b �(/¢ 8=184,16=260. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum L/O .9Y 14 2p1 sheetrock be applied directly to the bottom chord. ♦� A� 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. M6.1-p 7 R 11-�- 1.,I RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M 3 rev. 119l2020 BEFORE USE ' 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 ardlor 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 end bracing of trusses and boss systems,see orf,M P20 Oua l).Criteria,DSB-F9 and BOSS Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona.CA 921180 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838371 20-DD2646 A33 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:45:30 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-EeXOtClju2yyG_L4TQSZA5UmGgmY6uNOWDfQUkz3PfJ 5-10-12 13-0-7 18-3-1 120-2-3 27-3-15 32-9-14 5-10-12 7-1-125-2-10 1-11-2 7-1-12 5-5-15 Scale=1:60.6 I 4x6= 0.50 112 ' 6x14= 15 1 17 329 3s5= 4x8= 3x4= 3x12= 4xB M18SHS II 3 4 18 5 19 6 20 7 r H.7c7u il 14 8 13 12 11 10 9' 3x4 11 4x6= 4x7= 3x4= Sx10 M185HS= 4z7= 4x3 MIBSHS= I 1 2-3-14 9-5-9 I 16-7-5 1183-1 23-9-0 I 32-9-14 I I2-3-14 7-1-12 7-1-12 1-7-12 5-5-15 9-0-14 Plate Offsets(X,Y)— [1:0-7-0,0-3-4],[4:0-4-0,Edge],[7:Edge,03-8],[8:Edge,0-2-4],[11:0-1-12,0-1-8],[13:0.3.0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.62 9-11 >624 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.92 Vert(TL) -1.45 9-11 >265 240 MIBSHS 185/148 TCDL 8.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.13 8 Na Na BCLL 0.0 Code IBC2012lTPI2007 Matrix-AS Weight:192 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF No.2'Except* WEBS 1 Row at midpt 6-8 3-12,1-14,3-11,1-13,6-8:2x4 HF Std OTHERS 2x6 DF No.2 REACTIONS. (size) 8=0-4-0,16-0-5-8 Max Horz 16=-178(LC 10) Max Uplift 8=-184(LC 11),16=-260(LC 15) Max Gray 8=1805(LC 21),16=1708(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-1676/253,1-2=-1215/225,2-3=-5555/667,3-4=-8388/552,4-5=-8381/546, 5-6=-7153/267,6-7=-286/27,7-8=-265/100 BOT CHORD 12-13=-651/3602,11-12=-891/7484,9-11=-390/9124,8-9=452/4918 I WEBS 2-13=-2796/497,2-12=-34/2258,3-12=-2191/241,3-11=0/1238,5-11=-1058/0, 5-9=-2167/100,1-13=-200/1878,6-9=0/2456,6-8=4843/444 NOTES- 1)Wind:ASCE 7-10;Vult=l3omph Vasd=103mph;TCDL=4.2psf;BCDL-6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 32-8-2 zone;cantilever left and right exposed;endverti G Ed PROF 2)TOLLal left and right exposed;C-C L::ASCE 7-10;Pf=25.0 psf(fiatr members and forces&MWFRS for snow);Category II;Exp B;Partially Exp.;reactions t shown;Lumber DOL=1.60 plate grip DOL=1.60 �,r\(L� I N s�O 3) Unbalanced snow loads have been considered for this design. 2 4)400.oIb AC unit load placed on the top chord,20-6-7 from left end,supported at two points,3-4-0 apart. zi..1 -9 5) Provide adequate drainage to prevent water ponding.I 89200PE 6)All platesare beenT20 plateseigunless otherwise indicated. ,� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /,� 8) Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. �r - 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)I OREGON L�4� 8=164,16=260. �� , .�` 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �.4 y �01 sheetrock be applied directly to the bottom chord. Q A- 1'4 �P 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 97EP p"� RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Vent),design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual bidding 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?PN Qualify Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838372 20-DD2646 A34 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:45:33 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-fDD9VEncBzLX7R4f8Y0Gok6MDutpJGQSCBu453z3PlG 16-11-4 5-10-12 13-0-7 15-11-4 1G-$$1 1 20-2-3 27315 32-9-14 5-10-12 7-1-12 2-10-13 0-9-13 3-2-IS 7-1-12 5-5-15 0-8,3 Scale=1:58.5 I 46= 0.50112 ' 8 5x14=1 20 3x8 M18SHS= 2 3x8 M113SHS= 8x14 M18SHS= 3x8 M18SHS= 4x10 M18SHS= 4X4 I I 3 45 8 21 7 22 6 23 9 Oe I 17 16 15 14 13 12 11 10 3x4 I! 3x7= 3x10 M18SHS= 488= 61(8 M 18SHS= 3x8 M1 BSHS= 6x10= 3x6= ' 16-11-4 16-0-5 2-3-14 9-5-9 15-11-4 1GG-$-1 23-9-0 32-0-14 2-3-la I 7-1-12 6-5-11 0-5.131 I 6-9-12 I 9-0-14 0-4-4 0-3-15 I Plate Offsets(X,Y)-- [1:0-5-0,0-3-5],[3:0-3-12,0-1-8],[5:0-3-0,0-5-0],[8:0-3-12,0-2-0],[9:Edge,0-3.8],[10:Edge,0-4-0],[13:0-2-0,0-1-8],[14:0-2-8,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.25 13 >999 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 ! BC 0.62 Vert(TL) -0.60 11-13 >645 240 M78SHS 185/148 TCDL 8.0 Rep Stress Ina' NO WB 0.91 Horz(TL) 0.09 10 Na Na BCLL 0.0 Code IBC2012/TPI2007 Matrix-AS Weight:390 lb FT=O°h BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x6 DF 1800F 1.6E TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF 2500F 2.2E BOT CHORD Rigid ceili • . a �1 61-. WEBS 2x4 HF Std'Except` WEBS 1 Ra ,, ,1 t'R opt,.b 2-16,2-15,3-14,7-11,8-11:2x4 DF No.2 OTHERS 2x6 DF No.2 ..O ENGINE . S'a I REACTIONS. (size) 10=0-4-0,19=0-5-8 9 Max Horz 19=-177(LC 10) 44 89200PE r Max Grayft 10=3 90(LCC 2)), 9=3564(LC 2) Maz Grav 10=3590(LC 42),19=3564(LC 43) 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ill CHORD 1-19=-3478/2018,1-2=-2677/1586,2-3=-14957/9951,3-0=-27985/20144, y OREGON cr 4, 4-5=-27970/20133,5-6=27971/20134,6-7=-28574/20444,7-8=-17280/10618, I- 4 \� A. B-9=404/185 Q Y 14,`.0 P- 1 BOT CHORD 15-16=-5363/8443,14-15=-15294/21950,13-14=-20444/28574,11-13=-15558/23863, 10-11=6073/10453 �`r r 7[s R i L`^ WEBS 2-16=-6728/4407,2-15=-5340/7582,3-15=-7888/6027,3-14=-573917139, 7-13=-5526/5329,7-11=-7301/5479,1-16=-2572/4321,8-11=-5040/7572, RENEWAL DATE: 12-31-2D21 B-10_1 0 5 52/6 1 83,6-13=-2174/2413,4-14=-3976/3739,6-14=-4221/3752 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-3-0 oc,2x6-2 rows staggered at 0-5-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 6-13 2x4-2 rows staggered at 0-2-0 oc,member 4-14 2x4-2 rows staggered at 0-2-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) 111 gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 32-8-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)400.OIb AC unit load placed on the lop chord,20-6-7 from lett end,supported at two points,3-4-0 apart. I7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify June 23,2021 capacity of bearing surface. A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with Welke connectors.This design is based only upon parameters shown,and is for an individual building component,notMit 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 pennanam bracing M[Tek• is always required for stability end to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses end truss systems,see ANSVIPI7 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type pry Ply Timbertech-Dartmouth North K9838372 20-DD2646 A34 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:33 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-tDD9VEncBzLX7R4f8YoGok6MDutpJGQSCBu453z3Pft3 NOTES 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=1939,19=2107. 12) Load case(s)40,41,42,43,44,45,46,47,48,49 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. I 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)200 lb down at 18-10-7,200 lb down at 22-2-7,and 5200 lb down and 5200 lb up at 16-11-4,and 5200 lb down and 5200 lb up at 15-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 40) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-16(F),5-9=-16(F),10-17=20(F) Concentrated Loads(Ib) Vert:6=5200(F)4=-5200(F)21=-200(F)22=200(F) 41) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-16(F),5-9=-16(F),10-17=-20(F) Concentrated Loads(Ib) Vert:6-5200(F)4=5200(F)21=200(F)22=-200(F) 42) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=16(F),5-9=-16(F),10-17=-20(F) Concentrated Loads(Ib) Vert:6=-2800(F)4=-2800(F)21=-200(F)22=-200(F) 43) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-16(F),5-9=-16(F),10-17=-20(F) Concentrated Loads(Ib) Vert:6=2800(F)4=2800(F)21=-200(F)22-200(F) 44)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-31(F=-16),5-9=-80(F=-16),10-17=-20(F) Concentrated Loads(Ib) Vert:6=5200(F)4-5200(F)21=-200(F)22=-200(F) 45)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-80(F=-16),5-9=-31(F=-16),10-17=-20(F) Concentrated Loads(Ib) Vert:6=5200(F)4=-5200(F)21=200(F)22=-200(F) 46)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-5=-31(F=-16),5-9=-80(F=-16),10-17=-20(F) 111 Concentrated Loads(Ib) Vert:6=5200(F)4=-5200(F)21=-200(F)22=-200(F) 47)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-80(F=-16),5-9=-31(F=-16),10-17=-20(F) Concentrated Loads(Ib) Vert:6=5200(F)4=-5200(F)21=-200(F)22=-200(F) 48) 3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-5=-31(F=-16),5-9=-80(F=-16),10-17=-20(F) Concentrated Loads(Ib) Vert:6=5200(F)4=-5200(F)21=-200(F)22=-200(F) 49)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-5=-80(F-16),5-9=-31(F=-16),10-17=-20(F) I Concentrated Loads(Ib) Vert:6=5200(F)4=5200(F)21=-200(F)22=-200(F) I I A WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 e 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 andior chord members only.Additional temporary end permanent bracing Mllek- • is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Tell Quality Merle,DSB-89 and BCSI Bumming Component 250 Krug Circle Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Welded,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838373 20-DD2646 A35 ROOF SPECIAL 1 _ 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:36 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgH2FGli-3ouH8FpUUuj5_voEggZzOMko-9-14 guv961hOz3PfD 5-10-12 13-0-714-3-1 15-11-4-0-11.p 20-2-3 27-3-15 32-9-14 5-10-12 7.1.12 1-2-10 1-8-3 1-o-01 3-2-15 7-1-12 +-- 5-5-15 1 Scale=1:58.5 I 4x6= 0.50112 5x14= 3x8 M18SHSII 4x8 M78SHS= 118 1 20 4x8 M18SHS= 5x8 M18SHS II tel I I 3x9= 4x8 M18SHS= 4z4 II 2( k-:— 3 4 5 21 6 22 7 23 8 24 9 liZ' 17 16 15 14 13 12 11 10 3x4 3x7= 3x8 M18SHS= 4x8= 6x8 M18SHS= 3x8 M18SHS= 6x9 4x4= I 16.11.4 9-5-9 14-3.1 23-9.0 32-9-14 22-33-1146 I 1- 38 ?-- 4-9-8 6-9-12 9-0-14 0-3-15 I Plate Offsets(X,Y)-- [1:0-5-0,0-3-5],[3:0-4-0,0-2-4],[4:0-5-8,Edge],[5:0-4-12,0-1-8],[6:0-4-12,0-2-8],[8:0-2-12,0.2.0],[9:Edge,0-3-8],[10:Edge,0-4-0],[13:0-1-12,0-2-0], [14:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP ' TCLL 25.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.24 13 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.59 Vert(TL) -0.56 11-13 >689 240 M18SHS 185/148 TCDL 8.0 Rep Stress Ina NO WB 0.87 Horz(TL) 0.09 10 ribs n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-AS Weight:391 lb FT=0% BCDL 10.0 ' LUMBER- BRACING- TOP CHORD 2x6 DF No.2'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-9:2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 DF 2500F 2.2E WEBS 1 Row at midpt 8-10 WEBS 2x4 HF Std*Except* 2-16,2-15,3-15,7-11,8-11:2x4 DF No.2 OTHERS 2x6 DF No.2 REACTIONS. (size) 10=0-4-0,19=0-5-8 Max Horz 19—177(LC 10) I Max Uplift 10=1939(LC 43),19=-2107(LC 43) Max Gray 10=3590(LC 42),19=3564(LC 42) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-3486/2024,1-2=-2678/1586,2-3—14985/9973,3-4=-27052/19466, ' 4-5=-27067/19476,5-6=-27067/19476,6-7—27321/19553,7-8=-16526/10150, 8-9=-352/158 ROT CHORD 15-16=-5322/8389,14-15=-15415/22111,1 3-1 4=-1 95 53/27321,11-13=-14877/22818, 10.11=-5810/10002 WEBS 2-16=-6663/4358,2-15—5411/7675,3.15=-8041/6141,3-14—4815/5876, 7-13=-5346/5148,7-11=7043/5291,1-16=-2554/4298,8.11=-4858/7302, �� D PRQF Ss 8-10=-10180/5962,6-13=-2121/2372,5-14=-4044/3722,6-14�4084/3912 �� L.� NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: "Z. Top chords connected as follows:2x4-2 rows staggered at 0-3-0 oc,2x6-2 rows staggered at 0-7-0 oc. ,g2OOPE Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 6-13 2x4-2 rows staggered at 0-2-0 oc,member 5-14 2x4-2 �i� rows staggered at 0-2-0 oc. g , 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=B.Opsf;h=6Oft;Cat.II;Exp B;Enclosed;MWFRS(envelope) �G OREGON �(U gable end zone aridto C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-1032-8-2 zone;cantilever left and right exposed;end / /v 1 } vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �/ �)'7 4 1 20 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 MFR R 1 L\- 0P I5)Unbalanced snow loads have been considered for this design. 6)400.OIb AC unit load placed on the top chord,20-6-7 from left end,supported at two points,3-4-0 apart. 7)Provide adequate drainage to prevent water ponding. RENEWAL DATE: 12-31-2021 8)All plates are MT20 plates unless otherwise indicated. June 23,2021 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrant with any other live loads. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml ek- Nut 250 Klug Circle 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 end truss systems.see ANSV7P/1 Ouel/ty Criteria,DSB-se and SCSI Building Component Safely Information available horn Truss Plate Institute,2670 Crain Highway,Suite 203 Waldod,MD 20601 Corona,CA 92880 IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North �f K9838373 20-DD2646 A35 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:36 2021 Page 2 ID:Uz?6p9Pw3CC W 5KptXKXkqHzFGli-3ouH8FpUUuj5_voEggZzOMkoV5uzW eguv961 hOz3Pf D NOTES- 10) Bearing at joint(s)19 considers parallel to grain value using ANSITTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=1939,19=2107. 12) Load case(s)40,41,42,43,44,45,46,47,48,49,50,51 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)200 lb down at 18-10-7,200 lb down at 22-2-7,and 5200 lb down and 5200 lb up at 16-11-4,and 5200 lb down and 5200 lb up at 15-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 40) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) 1 Vert:1-4=16(F),4-9_16(F),10-17-20(F) Concentrated Loads(Ib) Vert:6=5200(F)5=-5200(F)22=-200(F)23=-200(F) 41) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-4=-16(F),4-9=-16(F),10-17=-20(F) Concentrated Loads(Ib) Vert:6=-5200(F)5=5200(F)22=-200(F)23=-200(F) 42) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) ' Vert:1-4=-16(F),4-9=-16(F),10-17=-20(F) Concentrated Loads(Ib) Vert:6=-2800(F)5=-2800(F)22=-200(F)23=200(F) 43) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-4=-16(F),4-9-16(F),10-17=-20(F) Concentrated Loads(Ib) Vert:6=2800(F)5=2800(F)22=-200(F)23=-200(F) 44)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) ' Vert:1-4=-31(F=-16),4-21=31(F=16),9-21=80(F=16),10-17=-20(F) Concentrated Loads(Ib) Vert:6=5200(F)5=-5200(F)22=-200(F)23=-200(F) 45)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-4=-80(F=-16),4-21=-80(F=-16),9-21=31(F-16),10-17=-20(F) Concentrated Loads(Ib) Vert:6=5200(F)5=-5200(F)22=-200(F)23=-200(F) 46)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) ' Vert:1-4=-31(F=-16),4-9=-80(F=-16),10-17=20(F) Concentrated Loads(Ib) Vert:6=5200(F)5=5200(F)22=-200(F)23=-200(F) 47)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-4=-80(F=-16),4-9=-31(F=-16),10-17=20(F) Concentrated Loads(Ib) Vert:6=5200(F)5=-5200(F)22=-200(F)23=-200(F) 48)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) ' Vert:1-4=-31(F=-16),4-9=-80(F=-16),10-17=20(F) Concentrated Loads(Ib) Vert 6=5200(F)5=-5200(F)22=-200(F)23=-200(F) 49)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) ' Vert:1-4=-80(F=-16),4-9=-31(F=-16),10-17=-20(F) Concentrated Loads(Ib) Vert:6=5200(F)5=-5200(F)22=-200(F)23=-200(F) 50)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-4=31(F=-16),4-9=-80(F=-16),10-17=-20(F) Concentrated Loads(Ib) Vert:6=5200(F)5=-5200(F)22=-200(F)23=-200(F) 51)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-4=-80(F-16),4-9-31(F-16),10-17-20(F) Concentrated Loads(Ib) Vert:6=5200(F)5=-5200(F)22=-200(F)23=-200(F) I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual balding 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 ANSYTPN Duality Criteria,DSB-89 and BCS/Building Component 250 Klag Circle Safety Information available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838374 20-DD2646 A36 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:38 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-?B01Zxrk0VzpDCycxScRVnpA4vYwWdBMTbrmGz3PfB 5-10-12 12-3-1 1 -0.7 20-2-3 I 27-3-15 32-9-14 5-10-12 6-4-5 6-9-ES 7-1-12 7-1-12 5-5-15 Scale=1:59.6 I 4x8= 0.50 112 ' 6x14= 3x4= 6 1 3x8= 4x6= 3x4= 4x7= 3x10= 4x4 II 18 2 3 4 19 5 20 6 7 21 8 7' / iN $I I 15 14 13 12 11 10 9 3x4 II5x6= 4x7= 3x4= 5x8 M18SHS= 4x6= 4x8 I I_2-3-14 ] _ 9-5-9 12-3-1 I 16-7-5 I 23-9-0 32-9-14 111 2-3.14 7-1-12 2-9-8 4-4-4 7-1-12 9-0-14 Plate Offsets(X,Y)-- [1:0-5-0,0-3-5],[7:0-4-12,0-1-8],[8:Edge,03-8],[14:0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.50 10-12 >762 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.76 Vert(TL) •1.18 10-12 >326 240 M16SHS 220/195 TCDL 8.0 Rep Stress Ina YES WB 0.97 Horz(TL) 0.12 9 n/a n/a BCLL 0.0 Code IBC2012fTP12007 Matrix-AS Weight:194 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF 1800E 1.6E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF No.2`Except" WEBS 1 Row at midpl 7-9 8-9,1-15,1-14,7-9:2x4 HF Std OTHERS 2x6 DF No.2 REACTIONS. (size) 9=0-4-0,17=0-5-8 Max Horz 17=-177(LC 10) Max Uplift 9=185(LC 11),17=-259(LC 15) Max Gray 9=1805(LC 21),17=1708(LC 21) ' FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-1683/252,1-2=-1222/219,2-3=-5496/654,3-4=-5485/647,4-5=-7707/502, 5-7=-6221/230 BOT CHORD 13-14=-663/3627,12-13=-883/7338,1 0-12=-337/7823,9-10=-407/4358 ' WEBS 2-14=-2817/499,2-13=-25/2167,4-13=-2094/229,4-12=0/679,5-12=-394/121, 5-10=-1810/81,1-14=-199/1905,7-10=0/2105,7-9=4440/408 NOTES- 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-10-1 D,Interior(1)3-10-10 to 32.8.2 zone;cantilever left and right exposed;end vertical left and rgt expos ;C-C for members and forces&MWFRS for 2)TCLL:ASCE 7-110;hPf=2 0psf(flat roof snow);Category II;Exp B;Partially Exp.;Cs 1 1.000 Lumber DOL=1.60 plate grip DOL=1.60 ��,`t��NG P � o S,/O 3)Unbalanced snow loads have been considered for this design. /L 4)400.01b AC unit load placed on the top chord,20-6-7 from left end,supported at two points,3-4-0 apart. T.. I5)Provide adequate drainage to prevent water ponding. •$g2OOPE 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /� 8)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify . capacity of bearing surface. _ CI 1 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) OREGON Q 9=185,17=259. 10)This truss design requires that a minimum of 7l16"structural wood sheathing be applied directly to the top chord and 112"gypsum G/ �iQ y 2�1� mi sheetrock be applied directly to the bottom chord. Q eI 14 o. .. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �FRR 10- ' RENEWAL DATE: 12-31-2021 June 23,2021 A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITekeD 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 R building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M I lek' is always required for stability end to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS(/7p/1 Quality Criteria,OSBd9 and BCSI Building Component 250 Klug Circle SafetyMformatfon available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Ttmbertech-Dartmouth North K9838375 20-DD2646 A37 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:45:41 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgNzFGli-QmiABztdJQLO4ghBcD987QRhw6VyBwKd2RgWNbz3Pf8 2-3-0 5-10-1210-3-1II11-0-e 13-0-7 20-2-3 27-3-15 32.9-14 5-10-124-4-504148 b-9-]� 7-1-12 7-1-12 5-5-15 I 1-0-0 Scale=1:59.6 I 4x6= 0.50 12 4x8 I I 5x14= 4x8 I I g 1 20 4x8 M18SHS= 4x8 M18SHS= 3x6= 4x6= 3x8 M18SHS= 3x4 II 2 3 4 5 21 6 22 7 8 23 9 9 _._ E. N 17 16 15 14 13 12 11 10 it 2x3 bx9= 4x8 M18SHS= 3x7= 4x8 M185H5= 4x8= 4x6= 4x4= II 113-0 23-14 9-5-9 1a31 16.7-5 23.9-0 32-9-14 ' 23-14I ]-1-12 9-0 54.5 7-142 9-0-14 0.11-15 Plate Offsets(X,Y)-- [1:0-5-0,0-3-5],[2:0-3-8,0-2-81,[4:0-5-8,Edge1,[5:0-4-12,0-1-12],[10:0-3-0,0.2.8],[14:0-1-8,0-1-8] • LOADING (psf) SPACING- 2-0-0 CBI. DEFL. in (roc) Vdetl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.26 13 >999 240 MT20 185/148 ' (Roof Snow=25.0) Lumber DOL 1.15 BC 0.99 Vert(TL) -0.61 11-13 >628 240 M18SHS 185/148 TCDL 8.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.18 10 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-AS Weight:339 lb FT=0% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceilir. q y� -. 10-12:2x4 DF No.2 WEBS 1 Ro „I.1 rn rllrfp b WEBS 2x4 HF Std*Except* 2-16,2-OTHERS 2x6 DF15:No 2x4 DF No.2 IS) toNG1N�FR s/O'* ' REACTIONS. (size) 10=0-4-0,19=0-5-8 - 92.� Max Harz 19—181(LC 10) Max Uplift 10=-1120(LC 43),19=-2925(LC 43) - APP Max Gray 10=2772(LC 42),19=4383(LC 42) ' FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown. Q OREGON �ct' TOP CHORD 1-19=-4343/2848,1-2=-3197/2137,2-3=-1 7705/1 288 1,34=-1 769 3/1 2 872, G� 41 '\tk A. 4-5=-21655/16026,5-6=-18451/11672,6-8=-1 1196/5496 4)-14,Z° p'�'• II BOT CHORD 1 5-1 6=-71 21/1 0082,14-15—16026/21655,13-14=-16033/21929,11-13=-8238/15311,II 10-11=-3081/6812 + (�, R R �-� v WEBS 2-16=-8118/5877,2-15=-6778/6972,4-15=-6027/4799,5-13=3842J4818, � 6-13=-3958/3619,6-11=4743/3160,1-16=-3584/5342,8-11=-2783/5051, 8-10=-7119/3294,4-14=-4017/4551,5-14=-5058/4534 RENEWAL DATE: 12-31-2021 INOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-3-0 oc,2x6-2 rows staggered at 0-3-0 oc. Bottom chords connected as follows:2x4-1 row at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL�.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 32-8-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)400.016 AC unit load placed on the top chord,20-6-7 from left end,supported at two points,3-4-0 apart. 7) Provide adequate drainage to prevent water ponding. I8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. June 23,2021 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) . J A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MTek is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and buss systems,see ANSITPII Qualify Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safety Information available front Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Coruna,CA 92890 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North rf K9838375 20-DD2646 A37 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:41 2021 Page 2 ID:Uz?6p9Pw3CCW5Kpt.XKXkgHzFGli-OmiABztdJOLO4gh8cD987ORhw6VyBwKd2Rq WNbz3P18 NOTES- 12) Load case(s)40,41,42,43,44,45,46,47,48,49,50,51 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 13)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the III bottom chord. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)200 lb down at 18-10-7,200 lb down at 22-2-7,and 5200 lb down and 5200 lb up at 12-3-0,and 5200 lb down and 5200 lb up at 11-3-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. I LOAD CASE(S) Standard Except: 40) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pH) Vert:1-3=-16(F),3-9=16(F),10-17=20(F) Concentrated Loads(lb) Vert:4=-5200(F)5=5200(F)21=-200(F)22=-200(F) 41) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-3=-16(F),3-9=-16(F),10-17=-20(F) Concentrated Loads(Ib) Vert:4=5200(F)5=-5200(F)21=-200(F)22=200(F) 42) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-16(F),3-9=-16(F),10-17=-20(F) Concentrated Loads(Ib) Vert 4=2800(F)5=-2800(F)21=-200(F)22=-200(F) 43) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-16(F),3-9=-16(F),10-17=-20(F) Concentrated Loads(Ib) Vert:4=2800(F)5=2800(F)21=-200(F)22=-200(F) 44)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-31(F=-16),3-9=-80(F=-16),10-17=-20(F) Concentrated Loads(Ib) Vert:4=5200(F)5=5200(F)21=-200(F)22=-200(F) 45)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-80(F=-16),3-9=-31(F=-16),10-17=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F)21=-200(F)22=200(F) 46)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-31(F=-16),3-9=-80(F=-16),10-17=-20(F) Concentrated Loads(Ib) Vert:4-5200(F)5=5200(F)21=-200(F)22=200(F) 47)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-80(F=-16),3-9=-31(F=-16),10-17=-20(F) Concentrated Loads(Ib) 111 Vert:4=-5200(F)5=5200(F)21=-200(F)22=-200(F) 48)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-31(F=-16),3-9=-80(F=-16),10-17=-20(F) Concentrated Loads(Ib) 1 Vert:4=-5200(F)5=5200(F)21=-200(F)22=-200(F) 49)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-80(F=-16),3-9=-31(F=-16),10-17=-20(F) Concentrated Loads(Ib) ' Vert:4=-5200(F)5=5200(F)21=-200(F)22=-200(F) 50)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-31(F=-16),3-9=-80(F=-16),10-17=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F)21=-200(F)22=-200(F) 51)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-80(F=16),3-9=-31(F=-16),10-17=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F)21=-200(F)22=-200(F) I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This resign 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 lasses and truss systems,see ANSPTPII Quality Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf.MD 20601 Corona,CA 92880 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838376 20-DD2646 A38 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:45:43 2021 Page 1 I I D:Uz?6p9Pw3CCW5KptXKXkgHzFGli-M8pwcfvtrl b6K_gakeBcCrXl ywC5fnRwWIJcRUz3Pf6 13-0-7 5-10-12 8-3-1113-0 12-3-S I 20-2-3 27-3-15 32-9-14 5.10-12 2-4-5 2-1145 1-0-0 7-t-12 7-1-12 5-5-15 0-9-7 Scale=1:59.7 I 4x6= 0.50 Il2 6x12= 4x8 M18SHS= 4x7 1 8 — 4x8 M1aSHS= 4x8 3x6= 4x6= 3x9= 3x4 II 1 20 2 3 21 4 5 22 6 23 7 8 24 9 o aaI i •4 1111111141141114414446.. . �{ 9 25_ _ N 250 ro �,�_ ■ 17 16 15 14 10 13 12 11 I 2x3 I 4x9= 3x9= 4x4 3x7= 4x8 M18SHS= 4x7= 4x6= II 2-3-14 8-3-1 9-5-91 11-3-0 16-7-5 23-9-0 32-9-14 2-3-14 5-11-3 1-2-8 1-9-7 5-4-5 7-1-12 9-0-14 Plate Offsets(X,Y)-- [1:0-3-8,0-3-9],[2:0-3-12,0-2-8],[4:0-4-12,0-1-8],[5:0-4-4,0-1-12],[1 0:0-3-0,0-2-8],[14:0-1-8,0-1-8],[15:0-4-4,0-1-8],[16:0-4-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.24 13 >999 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.95 Vert(TL) -0.57 11-13 >671 240 M18SHS 220/195 TCDL 8.0 Rep Stress I ncr NO WB 1.00 Horz(TL) 0.18 10 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-AS Weight:340 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 OF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.i F No.2*Except* BOT CHORD Rigid ce`IGQG y�p pess 10-12:2x4 DF No.2 [.i`4 lift WEBS 2x4 HF Std`Except' OTHERS 2x6DF2-16,2-15:No24DFNo.2 �,� �cNGiNEF�9 ,09�' REACTIONS. (size) 10-0.4-0,19=0-5-6 89200PE Max Horz 19=-180(LC 10) Max Uplift 10=-1120(LC 43),19=-2925(LC 43) +� Max Gray 10=2772(LC 42),19=4383(LC 42) ` .• �� ' I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 9 TOP CHORD 1-19=-4346/2850,1-2=-3212/2148,2-3=-1 7284/1 2 574,3-4=-17288/12574, I- 4, REGO�N ��C/� 4-5=20830/15412,5-6=-1 7747/1 1 2 26,6-8=-10773/5287 O Y y 4 'Z Q+ BOT CHORD 15-16=-7207/10201,14-15=-15412/20830,13-14=-15431/21101,11-13=-7920/14726, • 111 10.11=-2967/6559 MFA R i L�- WEBS 2-16=-8243/5967,2-15=-6326/8353,4-15=-5514/4419,5-13=-3733/4680, 19 6-13=-3849/3518,6-11=-4602/3066,1-16=-3645/5427,8-11=-2701/4905, RENEWAL DATE: 12-31-2021 8-10=-6901/3193,4-14=-3956/4482,5-14=-4945/4438 INOTES- 1)2-ply truss to be connected together with 10d(0.131"x3')nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-3-0 oc,2x6-2 rows staggered at 0-3-0 oc. Bottom chords connected as follows:2x4-1 row at 0-7-0 oc. IWebs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0ps1;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 32-8-2 zone;cantilever left and right exposed;end Ivertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psi(flat root snow);Category II;Exp B;Partially Exp.;Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)400.01b AC unit load placed on the top chord,20-6-7 from lett end,supported at two points,3-4-0 apart. 7)Provide adequate drainage to prevent water ponding. I8)All plates are MT2D plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. June 23,2021 ii) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r� Wilding design. Bracing indicated is to prevent buckling of individual truss web andror chord members only.Additional temporary and permanent bracing mll Mil'ek' 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 ANgl7P11 Ouellty Criteria,DSa-89 and ecsi Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North �f K9838376 t 2 20-DD2646 A38 ROOF SPECIAL _ - Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:44 2021 Page 2 ID:Uz76p9Pw3CC W 5KptXKXkgHz FG li-gLNJp7wVbljzx7Pml Mjrk23CiJYKOEg3kO2Azwz3Pf5 NOTES- 12) Load case(s)40,41,42,43,44,45,46,47,48,49,50,51,52,53 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)200 lb down at 18-10-7,200 lb down at 22-2-7,and 5200 lb down and 5200 lb up at 12-3-0,and 5200 lb down and 5200 lb up at 113-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 40) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-16(F),3-9=-16(F),10-17=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F)22-200(F)23=-200(F) 41) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-16(F),3-9=-16(F),10-17=-20(F) Concentrated Loads(Ib) Vert:4=5200(F)5=-5200(F)22=-200(F)23=-200(F) ' 42) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-16(F),3-9=-16(F),10-17=-20(F) Concentrated Loads(Ib) Vert:4=2800(F)5=-2800(F)22=-200(F)23=-200(F) 43) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-16(F),3-9=-16(F),10-17=-20(F) ' Concentrated Loads(Ib) Vert:4=2800(F)5=2800(F)22=-200(F)23=-200(F) 44)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-31(F=-16),3-21=-31(F=-16),9-21=-80(F=-16),10-17=20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F)22-200(F)23=-200(F) 45)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-80(F=-16),3-21=-80(F-16),9-21=-31(F=16),10-17=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F)22=-200(F)23=-200(F) 46) 3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-31(F=-16),3-21=-31(F=-16),9-21=-80(F=-16),10-17=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F)22=-200(F)23=-200(F) 47)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=80(F=-16),3-21=-80(F=-16),9-21=-31(F=-16),10-17=-20(F) Concentrated Loads(Ib) ' Vert:4=-5200(F)5=5200(F)22=-200(F)23=-200(F) 48) 3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-31(F=-16),3-9=-80(F-16),10-17=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F)22=-200(F)23=-200(F) 49) 4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.D0 Uniform Loads(plf) Vert:1-3=-80(F=-16),3-9=-31(F=-16),10-17=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F)22=-200(F)23=-200(F) 50)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-31(F=-16),3-9=-80(F=-16),10-17=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F)22=-200(F)23=-200(F) 51)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-80(F=16),3-9=-31(F=-16),10-17=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F)22=-200(F)23=-200(F) 52)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-31(F=-16),3-9-80(F=-16),10-17=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)5=5200(F)22=-200(F)23=-200(F) 53)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-3=-80(F=-16),3-9=-31(F=-16),10-17=-20(F) t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the 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 1111 Wok' always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabriation,storage,delivery,erection and bracing of Misses end truss systens,see ANSI?P/7 Quality Criteria,O58-89 and BCSI Building Component 250 Klug Circle Safety Inbrmafion available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type ON Ply Timbertech-Dartmouth North K9838376 20-13D2846 A38 ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:44 2021 Page 3 IID:Uz76p9Pw3CCW5KptXKXkgHzFGli-cILNJp7wVbLjzx7PmlMjrk23CIJYKOEg3kO2Azwz3Pf5 LOAD CASE(S) Concentrated Loads(lb) Vert:4=-5200(F)5=5200(F)22=-200(F)23=-200(F) I I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTeksr 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 Ml lr� ek' 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 ANSUTPII Quality Criteria,D5B-99 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92380 I Job Truss •Truss Type Oty Ply Timbertech-Dartmouth North K9838377 20-DD2646 A39 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:45 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-IXxh 1 Kw7MIrgZH_zr3E4HGcTLjts7iyDz2oj W Mz3Pf4 5-10.12 6)3]i 3 0-7 20-2-3 I 27-3-15 31-7-0 32-Dr8 5-10.12 Oda 6-9-6 7-1-12 7-1-12 4-3-1 0-5- Scale=1:60.0 I 0.50112 4x6= 4x6= ' 6x12= 5X74 6 5x9= 3X4= 4x6= 3x4= 3x6= 17 20 2 3 4 5 6 al I _ r g1 19 I- 6 15 9 e 14 13 12 11 10 I2x3 II 4x5= 3x4= 3x4= 3x8 M18SHS= 4x4 11 3x6= 2x3 I I I 2-3-14 I 6-3-1 9-5-9 16-7-5 23-9-0 27-3-15 I 31-7-0 34-Or8 2-3-14 3-11-3 3-2-8 7-1-12 7-1.12 3-6-14 4-3-1 0-5 Plate Offsets(X,Y)-- [1:0-3-8,0.3-9],[2:0-6-12,0-2-12],[6:0-2-12,0-1-8],[7:0-5-0,0-3-8],[9:0-1-12,0-1-8],[10:0-2-0,0-1-8],[13:0-1-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.40 12 >930 240 MT20 185/148 (Roof Snow=25.0) I Lumber DOL 1.15 BC 0.99 Vert(TL) -0.76 12-13 >484 240 M18SHS 220/195 TCDL 8.0 Rep Stress!nor YES WB 0.93 Horz(TL) 0.07 19 n/a Na BCLL 0.0 Code IBC2012/TPI21,X)7 Matrix-AS Weight:169 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 HF Std"Except 7-9:2x4 DF No.2 OTHERS 2x6 DF No.2 I REACTIONS. (size) 18=0-5-8,19=0-5-8 Max Horz 18=-228(LC 10) Max Uplift 18=-398(LC 15),19=-443(LC 11) Max Gray 18=1492(LC 21),19=1518(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-1491/391,1-2=-1020/310,2-3=-4150/1158,3-5=-5090/1418,5-6=-3804/1061, 6-7=-2442/751,7-19=-1464/463 BOT CHORD 13-14=-1002/3131,12-13=-1512/5054,10-12=1440/4921,9-10=712/2442 I WEBS 2-14=-2433/764,2-13=230/1335,3-13=1168/414,5-12=0/344,5.10=-1313/501, 1-14=-345/1585,6-10-381/1585,6-9=-1264/422,7.9-777/2697 • NOTES- 1)Wind:ASCE 7-10;Vult=l3omph Vasd=103mph;TCDL=4.2psf;BCDL=6.opsf;h=soft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 31-5-4 zone;cantilever left and right exposed;end PR OFc't�ss vertical left and light exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,f\CL��O 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 BCD ` NfJ(N4. !a)3)Unbalanced snow loads have been considered for this design. c. �. •T ?j 4)Provide adequate drainage to prevent water ponding. -9 I5)All plates are MT20 plates unless otherwise indicated. ;92 Q� 6)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. `�/ 7)Bearing at joint(s)18,19 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify /� capacity of bearing surface. -/ 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(j1=Ib) ' 16=398,19=44designC.1 et requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsumL. sheetrock be applied directly to the bottom chord. qY 14 Zp �- 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. P MRRiO- RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an induvrdual 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 Ml lek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the labncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSVT P/1 Ouafity Criteria,OSB-89 end BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I1 Job Truss Truss Type Qty Ply Timbertech-Dartmouth North 20-DD2646 A40 ROOF SPECIAL 1 2 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 23 11:41:48 2021 Page 1 ID:Uz?6p9Pw3CCW5KpNUOrkgHzFGli-SodC1j7rYMYfG4ua7yuTV7VMYYOv3ra66s7goHz3NyH ' 5-10-12 4-3-1 5-3-4 13-0-7 20-2-3 245-0 5-5-p 27-3-15 31-7-0 3- 8 4-3-1 I1-0-3 7-1-12 7-1-124-2-13 �1-0-OI 1-10-15 4-3-1 0-5-8 0-7-8 Scale=1:60.0 I0.50 112 6x6 I I 4x6= 6x14= 3x8 5x6 I 5x14= —9 6x6= 8x8= 3x4= 3x6 II 2x4 — 1 2 23 3 4 5 6 7 8 20 ► 9 x N MO li 22 -4 a 18 17 t6 15 14 13 12 11 10 2x3 I 1 5x7= 4x4= 3x5= 3x4= 3x8 M18SHS= 4x8= 6x8 M18SHS= 2x3 I I I 1 2-3-14 4-3-1 9-5-9 16-7-5 I 23-9-0 24-5 27-3-15 31-7-0 32-0r8 2-3-14 1-11-3 5-2-8 7-1-12 7-1-12 0-8-6 2-10-15 4-3-1 0-54 I Plate Offsets(X,Y)-- [1:0-5-0,0-3-5],[2:0-3-0,03-12],[3:0-4-12,0-1-8],[4:0-3-8,0-4-8],[6:0-4-8,0-1-8],[7:0-4-0,0-2-8],[9:0-5-0,03-8],[11:0-2-0,0-3-0],[12:0-1-12,0-2-0], [16:0.1.8,0-1.12],[17:0-3-8,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.19 14 >999 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.73 Vert(TL) -0.37 12-14 >999 240 M18SHS 185/148 TCDL 8.0 Rep Stress!nor NO WB 0.94 Horz(TL) 0.06 22 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-AS Weight:353 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x6 DF No.2 TOP CHORD Structural wood 'n directly applied, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid cei rp6tlpi ' WEBS 2x4 HF Std*Except* G U �1l 9-11:2x4 DF No.2 �` sgr OTHERS 2x6 DF No.2 �� 4NGIN�F9 �O,y REACTIONS. (lb/size) 21=1326/0-5-8 (min.0-1-8),22=1326/0-5-8 (min.0-1-8) Q ; e200PE v ,, Max Horzli21=-224(LC 10) j Max Uplift 21=-4290(LC 43),22=-3861(LC 44) Max Gray 21=5400(LC 42),22=4971(LC 45) ' FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-5298/4240,1-23=-3880/3130,2-23=-3882/3128,2-3=-8473/6840,3-4=-8638/5613, 47 OREGON . ,1.o 4-5=-10036/6305,5-6=13335/10657,6-7=-13335/10657,7-8=-8293/6642, L 8-9=-8293/6642,9-22=-4879/3862 /0 4}'14,2� �" 1 BOT CHORD 16-13=8307/8 697151162 7416/9352573 15 -4643 8235,1 3-1 4=-8307/11 697, MFa RI 0P WEBS 2-17=-6893/5623,3-15=-1805/3039,4-15—2584/1921,4-14=2015/2183, 5-14=-1975/2380,5-12=-2673/1863,1.17=-5200/6434,8-11=-480/428,9-11=-7497/9316, RENEWAL DATE: 12-31-2021 2-16=-3676/4645,3-16=-4916/4039,6-12=-3695/3583,7-12=-3537/4361, NOTES- =6 7-11419/5373 1)2-ply truss to be connected together with 1 Dd(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-2-0 oc,2x6-2 rows staggered at 0-3-0 oc. ' Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 2-16 2x4-1 row at 0-2-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=l3omph Vasd=103mph;TCDL=4.2psf;BCDL�.Opsf;h=60ft;Cat.11;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-10-10,Interior(1)3-10-10 to 31-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.00 5) Unbalanced snow loads have been considered for this design. I 6) Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Bearing at joint(s)21,22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MRek8r 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 Pr! - 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 syslems,see ANS47PI1 Qualify Criteria,D58-89 and PCS/Building Component 250 Klug Circle Safely Information available front Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf.MD 20601 Corona,CA 92880 ' Job TrussTruss Type Ory Ply Timbartech-Dartmouth North A4040 ROOF SPECIAL 1 n L Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mltek 8.430 s Mar22 2021 MiTek Industries,Inc. Wed Jun 23 11:41:48 2021 Page 2 ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-S0dC1j7rYMYtG4ua7yuTV7VMYYOv3ra66s?gOHz3NyH' NOTES- 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4290 lb uplift at joint 21 and 3861 lb uplift at joint 22. 11) Load case(s)40,41,42,43,44,45,46,47,48,49,50,51,52,53,54,55 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 12) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the Ibottom chord. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 5-3-4,5200 lb down and 5200 lb up at 4-3-1,and 5200 lb down and 5200 lb up at 24-5-0,and 5200 lb down and 5200 lb up at 25-5-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 40) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-16(F),2-9-16(F),10-18=20(F) Concentrated Loads(Ib) Vert:2=-5200(F)3=5200(F) I 41) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2-16(F),2-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:2=5200(F)3=-5200(F) 42) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-16(F),2-9=-16(F),10-18-20(F) Concentrated Loads(Ib) Vert:2=-2800(F)3=-2800(F) 43) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=16(F),2-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:2=2800(F)3=2800(F) 44) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-16(F),2-9=-16(F),10-18=20(F) Concentrated Loads(Ib) Vert:6=2800(F)7=2800(F) 45) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-16(F),2-9=16(F),10-18=-20(F) Concentrated Loads(Ib) Veit 6=-2800(F)7=-2800(F) 46) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-2=-16(F),2-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:6=-5200(F)7=5200(F) 47) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-16(F),2-9=16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:6=5200(F)7=-5200(F) 48)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-31(F=-16),2-9=-80(F=-16),10-18=-20(F) Concentrated Loads(Ib) Vert:2=-5200(F)3=5200(F) 49)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) ' Vert:1-2=-80(F=-16),2-9=-31(F=-16),10-18=20(F) Concentrated Loads(Ib) Vert:2=-5200(F)3=5200(F) 50) 3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-2=31(F=-16),2-9=-80(F=-16),10-18-20(F) Concentrated Loads(lb) Vert:2=-5200(F)3=5200(F) 51) 4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=80(F=16),2-9=-31(F=-16),10-18-20(F) Concentrated Loads(Ib) Vert:2=-5200(F)3=5200(F) 52)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-31(F=-16),2-9=-80(F-16),10-18=-20(F) Concentrated Loads(Ib) Vert:2=-5200(F)3=5200(F) • A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not - a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r} building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI[ek' 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 ANSV7P11 Oua//ty Criteria,OSB�9 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply TImbertech-Dartmouth North 20-OD2648 A40 ROOF SPECIAL 1 2 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015,Mkek 8.4305 Mar 222021 MiTek Industries,Inc. Wed Jun 2311:41:48 2021 Page 3 ID:Uz?6p9Pw3CCW5Kp1XKXkgHzFGli-S0dC1 j7rYMYfG4ua7yuTV7VMYYOV3ra66s?gOHz3NyH ILOAD CASE(S) 53)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-80(F—16),2-9—31(F=-16),10-18=-20(F) Concentrated Loads(Ib) Vert:2=-5200(F)3=5200(F) 111 54) 3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-31(F=16),2-9=-80(F=-16),10-18=-20(F) I Concentrated Loads(Ib) Vert:2=-5200(F)3=5200(F) 55)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-80(F=-16),2-9=31(F—16),10-18=20(F) I Concentrated Loads(Ib) Vert:2—5200(F)3=5200(F) I I I I I I I I I I I. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITA®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 iTe k- 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 ANSVrP/1 Ous/try Crftede,050-B9 and RCSI euilding Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crsin Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply I Timbenech-Dartmouth North I 20-DD2646 A41 ROOF SPECIAL 1 2 L Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 23 11:41:02 2021 Page 1 ID:Uz?6p9 Pw3CCW5KptXKXkgHzFG I i-oArpN?a_OEIAIONI RI3geQb W i0g7H4xLXisEnxz3Nz? 5-10-12 _ 2-4-11 4- 4 ,5-3.4 13-0-7 7-1.12 1 24.5-0 25-5-0 273-15 31-7-0 32 2-441'140.9 '1-0-0 13-0-7 ]442 42-13 1-0-01 20-2 1-10-15 4.11 5- 0-7-8 7-1-12 Scale=1:60.0 rif 0.50(12 6x6 II 6x6 577 I I 3x8 M18SHS I I 6x12= Sx16= 4x6= 4x7 4x6= 3z4= 3x5= 3x6 2x4 1 1 2 3 4 5 6 7 8 9 10 22 ' = rn � v a 3 24 I 4 .,..Imillilm--Ai 4 20 19 18 25 26 17 27 28 29 3016 31 is 92 33 14 34 35 13 36 37 12 ' 2z3 I I4x8= 4x5= 3x5= 3x4= 478 M18SHS= 4x8= 5x8 M18SHS= 2x3 I I 23-14 2031131 4-3-4 1 9-9-9 16-7-5 23-9-0 a9&p 27 3 15 31-7-0 32 0,5 2-3-14 5-2-5 7-1-12 7-1-12 t)-8-0 2-10-15 4-3-1 d-5-9 1-10-9 Plate Offsets(X,Y)-- [1:03-8,0-3-9],[3:0-4-12,0-2-0],[4:0-4-4,0-2-0],[8:0-4-0,0-1-8],[11:0-7-0,0-3-8],[13:0-1-12,0-2-4],[14:0-1-8,0-1-12],[18:0-2-4,0-2-0],[23:0-2-15,0-2-10], I [24:0-3-0,0-2-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.62 14-16 >596 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.81 Vert(TL) -0.89 14-16 >414 240 M18SHS 185/148 TCDL 8.0 Rep Stress[nor NO WB 0.77 Horz(TL) 0.06 24 Na Na BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS Weight:356 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std`Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 1-19,11-13:2x4 OF No.2 4-11-14 oc bracing:13-14. OTHERS 2x6 DF No.2 I REACTIONS. (lb/size) 23=2225/0-5-8 (min.0-1-8),24=2234/0-5-8 (min.0-1-8) Max Horz 23=-221(LC 10) Max Uplift 23=3389(LC 69),24=-2953(LC 70) Max Gray 23=6298(LC 68),24=5879(LC 71) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=-6233/3399,1-2=-4503/2463,2.3=-4506/2467,3-4=9420/5245,4-5=10907/3039, 5-6=10907/3039,6-7=-12821/3717,7-8=15074/8089,8-9=-15074/8089, 9-10—9366/5085,10-11=-9366/5085,11-24=-5694/3062 IBOT CHORD 18.19—5245/9420,1 8-25=-5 65 7/1 05 94,25-2 6=-5657/1 0594,17.26—5657/10594, 17-27=3618/10673,27-28=3618/10673,28-29=-3618/10673,29-30=-3618/10673, 16-30=3618/10673,1631=5338/14004,31-32=-5338/14004,15-32=-5338/14004, 1 5-33=-5338/1 4004,3334=-5338/14004,14-34=-5338/14004,14-35=-7965/14086, 13-35=-7965/14086 ' WEBS 4-17=1206/4132,6-17=-2775/1454,6-16=-1704/2581,7-16=-1423/2827, C�Ep PROFF 7-14=-3155/1227,1-19=-4104/7509,10-13=-450/470,1 1-1 3=-5 858/1 0677, <` Ss 3-18=3130/5234,4-18=-5382/3605,3-19=--7756/4385,8-14=-3678/3587, ICJ �NG I N EFR /oti 9-13=-7223/4406,9-14=-2803/5034 i� 9 NOTES- Q z 9ZOOP 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-2-0 oc,2x6-2 rows staggered at 0-3-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. - — Webs connected as follows:2x4-1 row at 0-9-0 oc. CI AZ. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to OREGON �/ ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �(� If' �� 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) /p q Y 14 `�e gable end zone and C-C Exterior(2)0-7-4 to 2-4-11,Interior(1)2-4-11 to 31-5-4 zone;cantilever left and right exposed;end vertical Al �c- left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 FRRILti I4)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;C1=1.00 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. RENEWAL DATE:12-31-2021 7)All plates are MT20 plates unless otherwise indicated. June 23,2021 8)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek3/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 �{�i building design.Bracing indicated is to prevent buckling of individual truss web andror chord members only.Additional temporary and pennanem bracing MIIOk' 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 lessen and truss systems,see ANSVTF!1 Ovality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North 20-DD2646 A41 ROOF SPECIAL 1 n G Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 22 2021 MiTek Industries,Inc.Wed Jun 23 11:41:03 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-HMPBaLbc9Xu1 MAyx_?avAd7hSPOE0XBUmMbnKOz3Nz_ 1 NOTES- 9)Bearing at joint(s)23,24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3389 lb uplift at joint 23 and 2953 lb uplift at joint 24. 11) Load case(s)66,67,68,69,70,71,72,73,74,75,76,77,78,79,80,81 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. I12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient 10 support concentrated load(s)5200 lb down and 5200 lb up at 5-3-4,5200 lb down and 5200 lb up at 4-3-4,and 5200 lb down and 5200 lb up at 25-5-0,and 5200 lb down and 5200 lb up at 24-5-0 on top chord,and 121 lb down and 101 lb up at 2-0-12,121 lb down and 101 lb up at 4-0-12,121 lb down and 101 lb up at 6-0-12,121 lb down and 101 lb up at 8-0-12,121 lb down and 101 lb up at 10-0-12,121 lb down and 101 lb up at 12-0-12,121 lb down and 101 lb up at 14-0-12,121 lb down and 101 lb up at 16-0-12,121 lb down and 101 lb up at 18-0-12,121 lb down and 101 lb up at 20-0-12,121 lb down and 101 lb up at 22-0-12,121 lb down and 101 lb up at 24-0-12,121 lb down and 101 lb up at 26-0-12,and 121 lb down and 101 lb up at 28-0-12,and 121 lb down and 101 lb up at 30-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-66,2-11-66,12.20=20 Concentrated Loads(Ib) Vert:19=-121(F)18=121(F)25=-121(F)26=-121(F)27=-121(F)28=-121(F)29=121(F)30=-121(F)31=-121(F)32=-121(F)33=-121(F)34=-121(F)35=-121(F) 36=-121(F)37=-121(F) 66) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1.2=-16(F),2-11=16(F),12-20=-20(F) Concentrated Loads(Ib) Vert:4=5200(F)19=-121(F)18=-121(F)3=-5200(F)25-121(F)26=-121(F)27=-121(F)28=-121(F)29=121(F)30-121(F)31=-121(F)32=-121(F)33=-121(F) 34=-121(F)35=-121(F)36=-121(F)37=121(F) 67) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2-16(F),2-11=-16(F),12-20=-20(F) Concentrated Loads(Ib) Vert:4=-5200(F)19=-121(F)18-121(F)3=5200(F)25=-121(F)26=-121(F)27=-121(F)28-121(F)29=-121(F)30=-121(F)31=-121(F)32=-121(F)33=121(F) 34=-121(F)35=121(F)36=121(F)37=-121(F) 111 68) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-16(F),2-11=-16(F),12-20=-20(F) Concentrated Loads(Ib) Vert:4=-2800(F)19-121(F)18=-121(F)3=-2800(F)25=121(F)26=-121(F)27-121(F)28=-121(F)29=-121(F)30=-121(F)31=-121(F)32=121(F)33-121(F) 34=121(F)35=-121(F)36=-121(F)37=-121(F) 69) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-16(F),2-11=•16(F),12-20=-20(F) Concentrated Loads(Ib) Vert:4=2800(F)19=-121(F)18=121(F)3=2800(F)25=-121(F)26-121(F)27-121(F)28=-121(F)29=-121(F)30 -121(F)31=121(F)32-121(F)33=-121(F) 34=121(F)35=-121(F)36=-121(F)37=-121(F) I 70) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1.2=-16(F),2-11=-16(F),12-20=-20(F) Concentrated Loads(Ib) Vert:19=-121(F)18=121(F)8=2800(F)9=2800(F)25=121(F)26=-121(F)27=-121(F)28=-121(F)29=121(F)30-121(F) 31=-121(F)32=-121(F)33=-121(F)34=-121(F)35=-121(F)36=-121(F)37=121(F) 71) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=16(F),2-11=-16(F),12-20=-20(F) Concentrated Loads(lb) Vert:19=121(F)18-121(F)8=-2800(F)9=-2800(F)25=-121(F)26=-121(F)27=-121(F)28=-121(F)29=-121(F)30-121(F) 31-121(F)32=-121(F)33=-121(F)34=-121(F)35=-121(F)36=-121(F)37=-121(F) 72) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-16(F),2-11=16(F),12-20=-20(F) Concentrated Loads(Ib) Vert:19=-121(F)18=-121(F)8=5200(F)9=-5200(F)25=-121(F)26=-121(F)27=-121(F)28=•121(F)29_121(F)30=121(F) 31=-121(F)32=-121(F)33=-121(F)34=121(F)35=-121(F)36=-121(F)37=-121(F) 73) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2-16(F),2-11=-16(F),12-20=-20(F) Concentrated Loads(Ib) Vert:19=-121(F)18=-121(F)8=-5200(F)9=5200(F)25-121(F)26=-121(F)27=-121(F)28=-121(F)29=-121(F)30=-121(F) 31=-121(F)32=-121(F)33=-121(F)34a121(F)35=-121(F)36=-121(F)37=-121(F) 74)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1.2=-31(F-16),2-11=-80(F=-16),12-20=-20(F) Concentrated Loads(Ib) Vert:4=5200(F)19=-38(F)18=38(F)3=-5200(F)25=-38(F)26-38(F)27=38(F)28=-38(F)29=-38(F)30=-38(F)31=38(F) 32=-38(F)33=38(F)34=-38(F)35=-38(F)36_38(F)37=38(F) 75)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-80(F=16),2-11=-31(F=-16),12-20=20(F) l A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overact building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M B ' is always required for stabiity 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?PI7 Oue/(fy Cntarie,OSB-89 and SCSI Building Component 250<lug Circle Safety/nyomrefion available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type oty Ply Timbertech-Dartmouth North 20-DD2646 A41 ROOF SPECIAL 1 2 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 222021 MTek Industries,Inc.Wed Jun 23 11:41:03 2021 Page 3 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-HMPBaLbc9Xu1 MAyx_?avAd7hSPOEOXBUmMbnKOz3Nz_ I LOAD CASE(S) Concentrated Loads(Ib) Vert:4=5200(F)19=-38(F)18=-38(F)3=-5200(F)25=-38(F)26=-38(F)27=-38(F)28=-38(F)29=-38(F)30=-38(F)31=-38(F)32=-38(F)33=-38(F)34=-38(F) 35=38(F)36=-38(F)37=-38(F) 76)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 I Uniform Loads(plf) Vert:1-2=-31(F=-16),2-11=-B0(F=-16),12-20=-20(F) Concentrated Loads(Ib) Vert:4=5200(F)19=-38(F)18=-38(F)3=-5200(F)25=-38(F)26=-38(F)27=-38(F)28=-38(F)29=-38(F)30=-38(F)31=38(F)32=-38(F)33=-38(F)34=-38(F) 35=38(F)36=-38(F)37=-38(F) I 77)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-80(F=-16),2-11=31(F=-16),12-20=-20(F) Concentrated Loads(lb) Veil:4=5200(F)19=-38(F)18=-38(F)3=-5200(F)25=-38(F)26=-38(F)27=-38(F)28=-38(F)29=38(F)30=-38(F)31=-38(F)32=-38(F)33=-38(F)34=-38(F) III 35=38(F)36=-38(F)37=-38(F) 78)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=31(F=-16),2-11-80(F=-16),12-20=-20(F) IConcentrated Loads(Ib) Vert:4=5200(F)19=-38(F)18=-38(F)3=-5200(F)25=-38(F)26=-38(F)27=-38(F)28=-38(F)29=-38(F)30=-38(F)31=-38(F)32=-38(F)33=-38(F)34=-38(F) 35=-38(F)36=38(F)37=-38(F) 79) 4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.D0 Uniform Loads(plf) Vert:1-2=-80(F=-16),2-11=-31(F=16),12-20=-20(F) Concentrated Loads(Ib) Vert:4=5200(F)19=-38(F)18=-38(F)3=-5200(F)25=-38(F)26=-38(F)27=-38(F)28=-36(F)29=-38(F)30=-38(F)31=-38(F)32=-38(F)33=-38(F)34=-38(F) 35=-38(F)36=-38(F)37=-38(F) 80)3rd Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 I Uniform Loads(plf) Vert:1-2=-31(F=-16),2-11=-80(F=-16),12-20=-20(F) Concentrated Loads(Ib) Vert:4=5200(F)19=-38(F)18=-38(F)3=-5200(F)25=-38(F)26=-38(F)27=-38(F)28=-38(F)29=-38(F)30=-38(F)31=-38(F)32=-38(F)33=-38(F)34=-38(F) 35=-38(F)36=-38(F)37=-38(F) I81)4th Unbal.User defined-Parallel:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-2=-80(F=-16),2-11=-31(F=-16),12-20=-20(F) Concentrated Loads(Ib) Vert:4=5200(F)19=-38(F)18=-36(F)3=-5200(F)25=-38(F)26=-38(F)27=-38(F)28=-38(F)29=-38(F)30=-38(F)31=-3B(F)32=-38(F)33=-38(F)34=-38(F) 35=-38(F)36=-38(F)37=-38(F) I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. 11! Design valid for use only with MiTelt®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 andlor chord members only.Additional temporary and permanent bracing Nit 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 ANSITPII Quality Criteria,OSB-89 and acsi Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Oty Ply TImbertech-Dartmouth North 20-OD2646 A42 ROOF SPECIAL 1 2 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Milek 8.430 s Mar 222021 MiTek Industries,Inc. Wed Jun 23 11:39:47 2021 Pagel ID:Uz?6p9Pw3CCW5KptXKXkgHzFG li-VIpTeMgx2BJgFU8KX2D55c_gen4tD9glHXBnfoz30_A 6-0-0 0-li1 13-4-6 25-11-11 I 32-3-6 34-11-6 6-0-0 -0-11 6-3-11 fi-3-11 6-3-11 6-3-11 2-8-0 Scale=1:63.3 I 6x6 11 0.50 112 5x16= 4x7 II 1 5x7 3x4= i90 1 21 2 3 3x4= 4x6= 4 5 e 3x5= 5x9= 3x4 II 7 22 8 g N7 18 23 24 17 25 16 10 26 27 15 28 29 30 14 31 32 13 33 12 34 35 38 11 37 38 5x5= 3x4 11 4x8 M18SHS= 3x5= 3x4= 5x8 Ml8SHS=3x4= 4x7= 4x5= I 3-10-13 1 6-0-0 10-2-8 16-6-3 22-9-14 29-1-9 34-11-6 3-10-13 2-1-3 4-2-8 6-3-11 6.3.11 6-3-11 5-9-13 Plate Offsets(X Y)-- [1:0-7-0 0-3-5] [2:0-4-12 0-2-01 [3.0-4-4 0.1.81 [8:0.4-8 0-2-12] [10:0-2-8 0-2-12] [15:0-1-8 0-1-8] [16:0-2-0 0-2-01 [20:0-2-15 0.2.12I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.98 12-14 >420 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(TL) -1.51 12-14 >273 240 M18SHS 185/148 I TCDL 8.0 Rep Stress Ina NO WB 0.80 Horz(TL) 0.12 10 n/a n/a 1, BCLL 0.0 Code IBC2012/TP12007 Matrix-MS Weight:408 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3.10.5 oc purtins, BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 HF Std'Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 1-17,8-11:2x4 DF No.2 8.1-12 oc bracing:11-12 OTHERS 2x6 DF No.2 10-0-0 oc bracing:10-11. REACTIONS. (lb/size) 10=2463/Mechanical,20=2517/0-5-8 (min.0-1-8) Max Horz 20=-177(LC 10) Max Uplift 10=-1297(LC 11),20=-2968(LC 49) Max Gray 10=2646(LC 21),20=6292(LC 48) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-6075/3067,1-21=-8662/4421,2-21=-8666/4418,2-3=-14277/7574, 3-4=-17015/5936,4-5=-17562/6229,5-6=-1 5724/661 4,6-7=-15727/6614, 7-22=-10281/4778,8-22-1 0285/4778 a BOT CHORD 17-25=-7569/14270,16-25a7569/14270,16-26-8144/15898,26-27=8144/15898, II 15-27-8144/15898,15-28-5468/17378,28-29=-5468/17378,29-30=5468/17378, 1 4-30=-5468/1 7378,14-31=6630/16781,31-32=-6 630/1 6 781,13-32=-6630/16781, 1 3-33=-6 630/1 6781,1 2-3 3=-6630/1 6781,12-34=-6063/13322,34.35=-6063/13322, 35-36=-6063/1'1392,11-36=-6063/13322,11-37=-2630/5313,37-38-2630/5313, 10-38=-2630/5313 I 66/4588, 45, WEBS 8-10=-5570/2747,4-15=-2559/1228,4-14=-883/2425,5� 4=1585/864,5--1 2=1 207 1 60 2,7 12=-608/2611, <(Q,ED PR�FFS,s 7-11=-3331/1385,8-11=-2299/5330,2-16=2879/5445,3-16=-5901/3490 ��5 LNG)NL�(.`R >p�9 NOTpS- I1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: 92 OP Top chords connected as follows:2x4-2 rows staggered at 0-2-0 oc,2x6-2 rows staggered at 0-3-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 9 ORE:GON �� 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) /, A_ gable end zone and C-C Exterior(2)0-7-4 to 4-1-3,Intedor(1)4-1-3 to 34-9-10 zone;cantilever left and right exposed;end vertical /Q"h4 y 14 00 s left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 /� RP 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 '•�R Rfl-- I5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. RENEWAL DATE:12-31-2021 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. June 23,2021 9) Refer to girder(s)for truss to truss connections. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTekS2 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 overal 1� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing NIA' 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?P11 quality Criteria,OSBd9 and BLS/Building Component 250 Klug Circle Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92860 I Job Truss Truss Type Qty Ply Tlmbertech-Dartmouth North 20-D02846 A42 ROOF SPECIAL 1 2 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 222021 MiTek Industries,Inc.Wed Jun 23 I1:39:47 2021 Page 2 I D:Uz76p9Pw3CC W 5KptXKX(q HzFGIi-VIpTeMgx2BJgFUBKX2 D55c_gen4tD9q IHXBnfoz30_A INOTES- 10) Bearing at joint(s)20 considers parallel to grain value using ANSI/TM 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1297 lb uplift at joint 10 and 2968 lb uplift at joint 20. 12) Load case(s)46,47,48,49 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 7-0-0,and 5200 lb down and 5200 lb up at 6-0-0 on top chord,and 123 lb down and 102 lb up at 1-3-6,120 lb down and 106 lb up at 3-3-6,120 lb down and 106 lb up at 53-6,120 lb down and 107 lb up at 7-3-6,120 lb down and 107 lb up at 9-3-6,120 lb down and 107 lb up at 11-3-6,120 lb down and 108 lb up at 13-3-6,120 lb down and 108 lb up at 15-3-6,120 lb down and 108 lb up at 173-6,120 lb down and 109 lb up at 19-3-6,120 lb down and 109 lb up at 21-3-6,120 lb down and 109 lb up at 23-3-6,120 lb down and 109 lb up al 25-3-6,120 lb down and 110 lb up at 27-3-6,120 lb down and 110 lb up at 29-3-6,and 120 lb down and 110 lb up at 31-3-6,and 120 lb down and 110 lb up at 33-3-6 Ion bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-8=-66,8-9=-66,10-18=-20 I Concentrated Loads(lb) Vert:11=-120(F)23=-123(F)24=-120(F)25=-120(F)26=-120(F)27=-120(F)28=-120(F)29-120(F)30=120(F)31=-120(F)32=-120(F)33=-120(F)34-120(F) 35=-120(F)36=-120(F)37=-120(F)38=-120(F) 46) User defined:Lumber Increase=2.00,Plate Increase=2.00 IUniform Loads(plf) Vert:1-8=16(F),8-9_16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:2=-5200(F)3=5200(F)11=-120(F)23=-123(F)24=-120(F)25=-120(F)26=-120(F)27=-120(F)28=120(F)29-120(F)30=-120(F)31=120(F)32=-120(F) 33=120(F)34=-120(F)35=-120(F)36-120(F)37=-120(F)38=-120(F) I 47) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=16(F),8-9_16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:2=5200(F)3=-5200(F)11=120(F)23=-123(F)24=-120(F)25=-120(F)26=-120(F)27=120(F)28-120(F)29-120(F)30=-120(F)31=-120(F)32=120(F) I33=-120(F)34=-120(F)35=-120(F)36=-120(F)37=-120(F)38=-120(F) 48) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) I Vert:2=-2800(F)3=2800(F)11=-120(F)23=-123(F)24=-120(F)25=-120(F)26=120(F)27-120(F)28=120(F)29=-120(F)30=-120(F)31=-120(F)32-120(F) 33=120(F)34-120(F)35=-120(F)36=-120(F)37=-120(F)38=-120(F) • 49) User defined:Lumber Increase=2.00,Plate Increase=2.00 • Uniform Loads(eft) I. Vert:1-8=16(F),8-9=16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:2=2800(F)3=2800(F)11=120(F)23=-123(F)24=-120(F)25=-120(F)26=-120(F)27=-120(F)28=-120(F)29=-120(F)30=-120(F)31=-120(F)32=-120(F) 33=-120(F)34=-120(F)35=-120(F)36=-120(F)37=-120(F)38=-120(F) I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 o1 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.Addiliorral 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 AN51?PI7 Quality Criteria,Us ,8a and SCSI Building Component 250 Klug Circle Safety In/ormatbn available from Truss Plate Institute,2670 Crain Highway,Sate 203 Waldorf,MD 20801 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbenech-Dartmouth North K9838381 20-DD2646 A43 ROOF SPECIAL 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:00 2021 Page 1 I. ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-MQLMAT6YgGkhsberEj?bOQkytm0c8UmQQuw0X?z3Per 7-0-11 13-4-6 19-8-0 25-11-11 32-3-6 1 34.11.6 7-0-11 6-3-11 6-3-11 6-3-11 6-3-11 2-8-0 Scale=1:63.3 I 4x6= 0.50 1 12 5x14= 4x6= 3x4= 7 1 19 2 3x4= 4x6= 3 4 5 3z5= 5x8 MIBSHS= 3x4 I 6 20 7 8 11. 8' CV 16 9 15 14 13 12 11 10 3x4 I I 4x7= 4x5= 3x4= 5x10 M1BSHS= 4x8= 4x6= 3x4= I 3-10-13 10-2-8 16-6-3 I 22-9-14 29-1-9 34-11-6 3-10-13 63-11 6-3-11 6-3-11 6-3-11 5-9-13 I Plate Offsets(X,Y)-- [1:0-5-0,0-3-5],[2:0-2-8,0-2-0],[7:0-4-0,0-2-12],[10:0-4-0,0-2-4],[14:0-1-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CBI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.82 11-13 >500 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.85 Vert(TL) -1.51 11-13 >271 240 M18SHS 185/148 I TCDLBCLL 8.00.0 Rep Stress!nor YES WB 0.93 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-AS Weight:201 lb Ff=O°k LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied. • WEBS 2x4 HF Std`Except" 1-15,7-10:2x4 DF No.2 OTHERS 2x6 DF No.2 IREACTIONS. (size) 9=Mechanical,18=0-5-8 Max Horz 18=-177(LC 10) Max Uplift 9=-460(LC 11),18=-441(LC 15) Max Gray 9=1654(LC 21),18=1738(LC 21) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-1686/438,1-2—2175/611,2-3=-5733/1532,3-4=-8029/2119,4-6.8480/2226, 6-7=-5980/1535 BOT CHORD 14-15—1207/4219,13-14=-1993/7210,11-13=-2399/8712,10-11=-2212/7899, 9-10=1004/3376 WEBS 7-9=-3506/1051,1-15=596/2527,2-15=2499/759,2-14=376/1821,3-14=-1745/561, 3-13=144/941,4-13=-787/324,4-11—280/188,6-11=-23/617,6-10=-2110/717, 7-10=586/2751 • • NOTES- t CQ PROF p 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL�l.2psfLB,CDL=6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) �t A F gable end zone and C-C EMerior(2)0-7-4 to 4-1-3,Intedor(i)43 to 34-9-10 zone;cantilever IeR and right exposed;end vertical �C;C `NG1N �n sfpy left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 v ,7 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat root snow);Category II;Exp B;Partially Exp.;Ct=1.00 • "I 3)Unbalanced snow loads have been considered for this design. 89200PE •I 4) Provide adequate drainage to prevent water ponding. • 5)All plates are been platese unless or otherwise indicated. ` 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s)for truss to truss connections. • 8)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity • of bearing surface. OREGON `�(/¢ 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •/w�i9 y 14 20'�� •,t•` 9=460,18=441. v Al 43P 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum •17 ERRII►- sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. RENEWAL DATE:12-31-2021 June 23,2021 • MIMI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.919M020 BEFORE USE. jut Design valid for use only with MTeIe 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 corapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSr7Pl1 Quality Criteria,DSB-S9 and SCSI Building Component 250 Klug Circle Softly Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838382 20-DD2648 A43FP ROOF SPECIAL 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:02 2021 Page 1 I ID:Uz?6p9Pw3CCW5Kp1XKKkgHzFGli-loT6b88oMt?PSvnEL813TrpG0afMcOZjtCP7btz3Pep 7-0-11 10-8-8 11-8�13-4-619-8-0 25-11-11 32-36 34-11-6 7-0-11 3-7-13 1-0.0 1-0-14 a-3-11 6-3-116-3-112-8-0 Scale:3/16'=1' I 4x6= 0.50112 I i 5x14= 5x7 II 3x4= 0 1 5x8 M18SHS= 3x8 M18SHS I 3x4= 4x8 M18SHS= 3 4 5 fi 7 3x6= 5x9= 3x4II 8 23 9 10 I I4. cti 19 18 17 16 11 15 14 13 12 4x5= I 3x4 II 4x8 M18SHS= 4x9= 3x4= 5x8 M18SHS=3x5= 4x7= 3x4= I 11-6-8 3-10-13 10-2-B 10p-8 8 1663 22-9-14 29-1.9 34-11-6 I 3-10-13I 6-3-11 d6� I 4-9-11 6-3-11 6-3-11 5-B-13 1-0-0 I Plate Offsets(X,Y)-- [1:0-5-0,0-3-5],[2:0-4-0,0-2-121,[3:0-4-12,0-1.8],[4:0-4-12,0-2-8],[9:0-4-8,0-2-12],[12:0-3-0,0-2-01,[17:0-3-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.41 13-15 >999 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.89 Vert(TL) -0.76 13-15 >541 240 M18SHS 185/148 TCDL 8.0 Rep Stress InaNO WB 0.91 Horz(TL) 0.12 11 n/a Na BCLL 0.0 Code IBC2012/TPI2007 Matrix-AS Weight:410 lb FT=0% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. i BOT WEBS CHORD Pico HF Std6 DF ?Exceptp"t' BOT CHORD Rigid�4 G n-FSs, 14-19:2x6 DF 1800F 1.6E 44 E rf1 F V 1-18,2-17:2x4 DF No.2 i� V� `R O* OTHERS 2x6 DF No.2 REACTIONS. (size) 11=Mechanical,21=0-5-8 89200PE Max Upii 21— 13) Max Uplift 11—i121(L121(LC 31),21=-3248(LC 31) Max Gray 11=2352(LC 30),21=4479(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 17 OREGOIV 2 k �4ta TOP CHORD 1-21=-4424/3243,1-2_6340/4745,2-3=-20820/16509,3-4=-20842/16528, 4- 2Jq 01 4-5=-22089/17487,5-6=-20350/14573,6-8=16361/10203,8-9=-9714/5268, Q Y 1 4.1 P+ 9-10=-269/112 M BOT CHORD 17-18=-9845/12756,16-17=17470/22066,15-16=-16516/21582,13-15=-12449/18591, 'rT R �—\' 12-13=-7816/13407,11-12=-2552/4985 WEBS 9-11=-5159/2669,1-18=-5811/7710,2-18=-7800/6201,2-17=-7746/9372,5-16=-1458/740, RENEWAL DATE: 12-31-2021 5-15=-1463/2290,6-15=-2380/1964,6-13=2535/2548,8-13=-2595/3209, 8-12=-4048/2792,9-12=-2875/5008,3-17=3634/3642,4-16=-560/1091,4-17=-3976/3336 I NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0.2-0 oc,2x6-2 rows staggered at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ill Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 17-3 2x4-2 rows staggered at 0-2-0 oc,member 16-4 2x4-2 rows staggered at 0-2-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. I3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 4-1-3,Interior(1)4-1-3 to 34-9-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 5) Unbalanced snow loads have been considered for this design. I6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Refer to girder(s)for truss to truss connections. June 23,2021 10) Bearing at joint(s)21 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.6/19/2020 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,end 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 R building design.Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MI fek' 280 qug Grade 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 AN SVlP/1 Ouelify Criteria,OSB-89 and BCSI Building Component Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Weldod,MD 20601 Corona,CA 92880 ' Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838382 20-DD2646 A43FP ROOF SPECIAL 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:02 2021 Page 2 ID:Uz?Bp9Pw3CC W 5KptXKXkgHzFGli-IoT6b88oMt?P5vnE L813TrpG0aiMcOZjtCP7btz3Pep I NOTES- 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=1121,21=3248. 12) Load case(s)28,29,30,31 has/lave been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the Ibottom chord. 14) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 11-8-8,and 5200 lb down and 5200 lb up at 10-8-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. I LOAD CASE(S) Standard Except: 28) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-16(F),9-10=-16(F),11-19=-20(F) Concentrated Loads(Ib) I Vert:3=-5200(F)4=5200(F) 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-16(F),9-10=-16(F),11-19=-20(F) Concentrated Loads(Ib) I Vert:3=5200(F)4=-5200(F) 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=-16(F),9-10=-16(F),11-19=-20(F) Concentrated Loads(Ib) Vert:3=-2800(F)4=-2800(F) 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-9=16(F),9-10=-16(F),11-19=-20(F) Concentrated Loads(Ib) IVert:3=2800(F)4=2800(F) i I I I I I I I I I f A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MRek®connectors.This design is based only upon parameters shown,and is for an individual buildmg 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 andror chord members only. Additional temporary and permanent bracing MiTek' I 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 ANSWPI7 Quality Criteria,DSB-89 and BCS1 Building Component 250 King Circle Safety Information available from Truss Plate Institute,2870 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type City Ply Timbertech-Dartmouth North 20-DD2646 A43FP1 ROOF SPECIAL 1 2 Job Reference(optional) PRECISION TRUSS S LUMBER.INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 22 2021 MiTek Industries,Inc.Wed Jun 23 13:19:13 2021 Page 1 ID:Uz?6p9Pw3CCW 5KptXKXkgHzFGli-pV IsmKtC2EyJ?KDy 1?F8uj4FpiH P3OJ RAjNT17z3M Wy 6-0-0 77-0-11t 13-4-6 19-8-0 25-11-11 32-3-6 1 34-11-6 6-0-0 1-0-11 6-3-11 6-3-11 6-3-11 fi-3-11 2-8-0 Scale:3/16'=1' I 6z6 I 0.50112 5x14= 3x8 II 5x7 3x4= 9 1 21 2 3 3x4= 4x6= 4 5 6 3x4= 5x6= 3x4 I EMI.* 7 22 8 9 __ .. -.moltmu D S w .. ® r1 .7.-. a r7 I'-m 18 17 16 10 15 14 13 12 11 4x4= 3x4 115x8 M18SHS= 3x4= 3x4= 4x8 M18SHS=3x4= 4x6= I 4x4= I 3-10-13 16-0-0 I 10-2-8 16-6-3 22-9-14 29-1-9 I 34-11-6 3-10-13 2-1-3 4-2-8 6-3.11 6-3-11 6-3-11 5.9-13 IPlate Offsets(X,Y)— [1:0-5-0,0-3-5],[2:0-4-12,0-2-4],[3:0-4-4,0-1-8],[8:0-3-0,0-2-12],[10:0-1-12,0-2-0],[11:0-2-8,0-2-0],[16:0-1-8,0-1-12],[17:0-4-0,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdef I L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.41 12-14 >996 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.73 Vert(TL) -0.76 12-14 >540 240 M1BSHS 185/148 TCDL 8.0 Rep Stress Incr NO WB 0.63 Horz(TL) 0.09 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-AS Weight:406 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF No.2I BOT CHORD Rigid ceiling directly applied. WEBS 2x4 HF Std'Except` Q PROF e. OTHERS 2x6 DF No.2 No.21-17:2x4 DF �c.‘ ..AG,1Ne&cS/A. IREACTIONS. (lb/size) 10=1471/Mechanical,20=1471/0-5-8 (min.0-1-8) p Max Horz 20=-177(LC 10) Q 89200PE Max Uplift 10=460(LC 11),20=-4014(LC 31) Max Gray 10=1654(LC 21),20=5245(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.20-5134/3982,1-21=-7324/5756,2-21=-7327/5753,2-3=-12174/9651, 3-4=-13522/9413,4-5=12648/6857,5-6=-10496/4345,6-7=-10499/4344, Cr 'yG OREGON i�kf 7-22=6406/1961,8-22=-6409/1960 �•Q Y Zp'` .`_ BOT CHORD 16-17=-9645/12166,15-16=-10546/13479,14-15=8165/13226,13-14=-5587/11729, Q 1 4, 11 12-13=-5587/11729,11-12=-3136/8727,10-11=-1009/3394 �FRRIL-�- �P WEBS 8-1D=-3515/1054,1-17=-6994/8871,2-17=-7050/5665,3-15=-412/1841,4-15=-1782/574, 4-14=-690/1539,5-14=-1423/1023,5-12=-1401/1409,7-12=-1314/1923,7-11=-2542/1287, 8-11=-1135/3270,2-16=-3642/4587,3-16=-5116/4173 RENEWAL DATE:12-31-2021 I NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-2-0 oc,2x6-2 rows staggered at 0-3-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. I2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 4-1-3,Interior(1)4-1-3 to 34-9-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water pending. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I9)Refer to girder(s)for truss to truss connections. 10) Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 460 lb uplift at joint 10 and 4014 lb June 23,2021 uplift at joint 20. 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �} building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI Iek- 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 ANSUIPI7 Quality Criteria,DSB-89 end SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply Timbertech-Dartmouth North 20-D02646 A43FP1 ROOF SPECIAL 1 2 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 222021 MiTek Industries,Inc. Wed Jun 23 13:19:14 2021 Page 2 ID:Uz?6p9PW3CCW5KpIXKXkgHzFGli-HisE_gtgpY5AtUo8f3jmNRWdQZ6deorZbON70aRz3MWx 1 NOTES- 12) Load case(s)28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 14) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 7-0-0,and 5200 lb down and 5200 lb up at 6-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 1 28) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(lb) Vert:2=-5200(F)3=5200(F) ' 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:2=-2800(F)3=-2800(F) a 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:2=5200(F)3=-5200(F) • 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:2=2800(F)3=2800(F) I 1 II I I I I I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.SM 9/2020 BEFORE USE. Design valid for use only with MiTehre 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 y� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary end permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Ifabrication,storage,delivery,erection end bracing of trusses end truss systems,see ANSPTPr1 Oual@y Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information mailable from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20fi01 Corona,CA 92880 I Job Truss Truss Type • thy Ply Timbertech-Dartmouth North Cond1 K9838384 20-DD2646 A43RTV- ROOF SPECIAL 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:46:08 2021 Page 1 ID:Uz76p9Pw3CC W 5KptXKXkg HzFGli-7ygNrCCZyjIZpgFNi08Tj630m?oJ09acG7tRpXz3Pej 7-0-11 13-4-6 9•B-0 25-11-11 32-3-6 I 34-11-6 7-0-11 6-3-11 6-3.11 6-3-11 6-3-11 2.6-0 Scale=1:63.2 I 4x6= 0.50112 ' 6x12= 3x9= 3x4= 7 1 19 2 3x7= Sx6= 4x5 I 1 3 20 3x7= 5x8 M18SHS= 21 6 22 7 8 • M1 I 16 9 15 14 13 12 11 10 3x4 14x9= 4x8= 3x5= 7x12 M18SHS WB= 4x10 MIBSHS= 4x12 3x4= I 3-10-13 10-2-8 16-6-3 22-9-14 29-1-9 34-11-6 3-10-13 6-3-116.3-11 6-3-11 6-3-11 5-9-13 Plate Offsets(X,Y)-- [1:0-3-0,0-3-9],[2:0-3-12,0-1-8],[7:0-3-12,0-2-12].[9:0-4-0,0-2-0],[10:0-4-4,0-2-41,[13:0-2-4,0.1.81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.58 11-13 >701 240 MT20 185/148 (Roof Snow=25.0) Lumber IDOL 1.15 BC 0.67 Vert(TL) -1.30 11-IS >314 240 MIBSHS 220/195 TCDL 8.0 Rep Stress Inc/ YES WB 0.68 Horz(TL) 0.11 9 n/a n/a BOLL O.D Code IBC20127TPI2007 Matrix-AS Weight:209 lb FT=0% BCDL 10.0 LUMBER- BRACING- [MCT] ITOP CHORD 2x6 DF 2500F 2.2E TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF 2500E 2.2E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF No.2'Except' 8-9:2x10 OF No.2,1-16:2x4 HF Std OTHERS 2x6 DF No.2'Except° I12-12:2x4 HF Std REACTIONS. (size) 9=Mechanical,18=0-5-8 Max Horz 18=-177(LC 10) Max Uplift 9=-236(LC 11),18=-258(LC 15) Max Gray 9=1864(LC 21),18=1904(LC 21) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=1841/257,1-2=-2400/352,2-3=-6513/682,3-4=-9236/789,4-6=-9720/778, 6-7=-6639/539,7-8=399/17 I BOT CHORD 14-15=680/4691,13-14=-775/8328,11-13=-925/10017,10-11=-789/9039, 9-10—499/3540 WEBS 7-9=-3498/522,1-15=-284/2791,2-15=-2799/435,2-14=0/2193,3-14=-2142/130, 3-13=6/1038,4-13=-904/168,4-11=361/160,6-11=0/719,6-10=-2636/251, 7-10=-64/3276 INOTES- <c? P R OFFss 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) �CO LN /G{NE.,C- O� gable end zone and C-C Exterior(2)0-7-4 to 4-1-3,Interior(1)4-1-3 to 34-6-12 zone;cantilever left and right exposed;end vertical CO. left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4-4 -7 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ' 89200PE { I - 3)Unbalanced snow loads have been considered for this design. 4)400.0Ib AC unit load placed on the top chord,19-4-8 from left end,supported at two points,10-0-0 apart. Air��+/ , 5) Provide adequate drainage to prevent water ponding. ' 6)All plates are MT20 plates unless otherwise indicated. Cr 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s)for truss to truss connections. 9)Bearing at joint(s) L 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify /Q 4i 4 ] . r ZQOREGON1Dr C/ P� capacity of bearing surface. �I 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 41 - R'0-* ' 9=236,18=258. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. RENEWAL DATE: 12-31-2021 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addttional temporary and permanent bracing Milek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see AN3l?P/1 Quality Criteria,OSB-BB end BCSI Building Component 250 tOug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North Cond2 K9838384 20-DD2646 A43RTU- ROOF SPECIAL 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:08 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-7ygN rCCZyjlpgFNiO8Tj63J1?kg071cG7tRpXz3Pej 7-0-11 I 13-4-6 19-8A I 25-11-11 32-3-6 I 34-11-6 7-0-11 6-3-11 6-3-11 6-3-11 6-3-11 2-8-0 Scale=1:63.2 I 4x6= 0.50 112 I 6z12= — 3x9= 3x4= 7 1 1g 2 3x7= 5x6= 4x5 II 3 20 4 5 3x7= 5z8 M18SHS= 21 6 22 7 a I 1 16 9 15 14 13 12 11 10 3z4 I 4x12= 4x9= 4x8= 3x5 x z II 9x4= I 3-10-13 I 10-2-e l 16-6-3 22-9-14 29-1-9 34-11-6 3-10-13 6-3-11 6-3-11 6-3-11 83-11 5-9-13 Plate Offsets(X,Y)-- [1:0-3-0,0-3-91,12:0-3-12,0-1-8],[7:0-3-12,0-2-12],[9:0-4-0,0-2-0],[10:0-4-4,0-2-4],[13:0-2-4,0-1-8] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 Ca DEFL. in (loc) Udefl Lid PLATES GRIP (Root Snow=25.0) Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.56 11-13 >701 240 MT20 185/148 TCDL 0.0 Lumber DOL 1.15 BC 0.95 Vert(TL) -1.69 11-13 >241 240 M18SH5 220/195 BOLL ,p Rep Stress Incr NO WB 0.60 Horz(TL) 0.14 9 Na Na BCDL 10.0 Code IBC2012/TPI2007 Matrix-AS Weight:209lb FT=0% LUMBER- BRACING- [MCT] ITOP CHORD 2x6 DF 2500F 2.2E TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF 2500F 2.2E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF No.2*Except* 8-9:2x10 DF No.2,1-16:2x4 HF Std OTHERS 2x6 DF No.2'Except' I12-12:2x4 HF Std REACTIONS. (size) 9=Mechanical,18=0-5-B Max Harz 18=-151(LC 10) Max Gray 9=2195(LC 21),18=2172(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.•All forces 250(Ib)or less except when shown. TOP CHORD 1-18=2104/0,1-2—2776/0,2-3=-7772/0,3-4=-11589/0,4-6=-12238/0,6-7=-8019/0, 7-8=-472/0 BOT CHORD 14-15=0/5464,1 3-1 4=0/1 01 27,1 1-1 3=0/1 29 92,1 0-1 1=0/1 1 026,9-10=0/4194 I WEBS 7-9=-4146/0,1-15=0/3244,2-15=-3281/0,2-14=0/2782,3-14=-2774/0,3-13=0/1670, 4-13=-1621/0,4-11=-878/0,6-11=0/1297,6-10=-3300/0,7-10=0/4045 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) Igable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)C-C wind load user defined. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. I6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s)for truss to truss connections. • 9)Bearing at joint(s)18 considers parallel to grain value using ANSI/7PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. I10) Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27 has/have been modified. Building designer must review loads to verity that they are correct for the intended use of this truss. 11)This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ILOAD CASE(S) 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 IA WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not Mt a truss system.Before use,the building designer must verily 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 M[Tel I ' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and less systems,see ANSVrPI1 Quality Criteria,OSB 89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2fi70 Crain Highway,Suite 203 Waldorf,MD 20a01 Corona,CA 92880 IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North !, 20-DD2646 A43RTU-Cond2 ROOF SPECIAL 2 1 K9838384 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:08 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-7ygNrCCZyjIZpgFNi08Tj63Jl?kg071cG7tRpXz3Pej LOAD CASE(S) Uniform Loads(plf) Vert:1-20=-66,20-21=-166,7-21=-66,7-8=-66,9-16=-20 I 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(ell) Vert:1-20=-53,20-21=-153,7-21=-53,7-8=-53,9-16=-20 3)Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-27,20-21=-127,7-21=-27,7-8=-27,9-16=-20 4)Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-66,20-21=-166,21-22=-66,7-22=-54,7-8=-53,9-16=-20 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-20=-16,20-21=-116,7-21=-16,7-8=-16,9-16=-40 6)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=73,1-19=33,19-20=26,20-21=-74,7-21=26,7-8=26,9-16=-12 Horz:1-16=17,1.17=73,1.19=41,7-19=35,7-8-35,8-9=32 7)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=43,1-20=26,20-21=-74,7-21=26,7-8=33,9-16=-12 Horz:1-16=-32,1-17=-43,1-7=35,7-8=-41,8-9=17 I 8)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-17=-30,1-20=-28,20-21=-128,7-21=-28,7-8=-28,9-16=-20 Horz:1-16=-20,1-17=30,1-7=-12,7-8=12,8-9=-29 9)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 111 Uniform Loads(plf) Vert:1-17=43,1-20=-28,20-21-128,7-21=-28,7-8=-28,9-16=-20 Horz:1-16=29,1-17=-43,1-7=-12,7-8=12,8-9=20 10) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) . 1 Vert:1.17=-49,1.20=14,20-21=-86,7-21=14,7-8=14,9-16-12 ! Horz:1-16=16,1-17=49,1-7=23,7-8=-23,8-9=21 11) Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=49,1-20=32,20-21=68,7-21=32,7-8=32,9-16=-12 Horz:1-16=-21,1-17=-49,1-7=40,7-8=-40,8-9-16 1�, 12) Dead+0.6 MWFRS Wind(Neg.Internal)Lett:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-17=-49,1-20=-5,20-21=-105,7-21=-5,7-8=-5,9-16=-20 Horz:1-16=28,1-17=49,1-7=11,7-8=-11,8-9=10 I 13) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=49,1-20=13,20-21=-87,7-21=13,7-8=13,9-16=-20 Horz:1-16=-10,1-17=-49,1-7=29,7-8=-29,8-9=-28 14) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 1 Uniform Loads(plf) Vert:1-17=32,1-20=14,20-21=-86,7-21=14,7-8=14,9-16=-12 Horz:1-16=14,1-17=-32,1-7=23,7-8=-23,8-9=20 15) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) 1 Vert:1.17=32,1.20=32,20-21=-68,7-21=32,7-8=32,9-16-12 Horz:1-16=-20,1-17=-32,1-7=40,7-8=-40,8-9=-14 16) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=32,1-20=9,20-21=-91,7-21=9,7-8=9,9-16=-12 Hors:1.16=7,1.17=-32,1-7=18,7-8=-18,8-9=15 17) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=32,1-20=20,20-21=-80,7-21=20,7-8=20,9-16=-12 Harz:1-16=-15,1-17=-32,1-7=28,7-8=-28,8-9=7 I 18) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-17=32,1-20=-5,20-21=-105,7-21=-5,7-8=-5,9-16=-20 Horz:1-16=25,1-17=-32,1-7=11,7-8=-11,8-9=8 19) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Vert:1-17=32,1-20=13,20-21=-87,7-21=13,7-8=13,9-16=-20 Horz:1-16=-8,1-17=-32,1-7=29,7-8=29,8-9=-25 20) Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Veil:1-20=-31,20-21=-131,7-21=-31,7-8=31,9-11 -20 21) Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20-82,20-21-182,21-22-82,7-22-66,7-8=-66,9-16=-20 : • A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 BEFORE USE. Design valid for use only with Mired/connectors.This design Is based only upon parameters shown,and is for an individual buildng component,not111 a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall r� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addhionel 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 ANSUTPII Quality Criteria,OSB-89 end BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf.MD 20601 Corona,CA 92880 I Job Truss Truss Type •Qty Ply Timbertech-Dartmouth North COrld2 K9838384 20-DD2646 A43RTU- 1, ROOF SPECIAL 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:08 2021 Page 3 I D:Uz?6p9Pw3CC W 5KptXKXkgHzFGli-7ygN rCCZyjlZpgFNio8Tj63Jl?kg071cG7tRpXz3Pej I LOAD CASE(S) 22) Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) I Vert:1.20=-16,20-21=-116,7-21=-16,7-8=-16,9-16=-20 23) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-36,1-20=-45,20.21=145,7-21=-45,7-8=45,9-16=-20 Horz:1-16=21,1-17=36,1-7=8,7-8=-8,8-9=7 I 24) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=36,1-20=-32,20-21-132,7-21=-32,7.8=32,9-16=-20 Horz:1-16}7,1-17=-36,1-7=21,7-8=-21,8-9=-21 25) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(pit) • Vert:1-17=24,1-20=-45,20-21=-145,7-21=-45,7-8=-45,9-16=-20 Horz:1-16=19,1-17=24,1-7=8,78=8,8-9� 26) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Vert:1-17=24,1-20=-32,20-21=-132,7-21=-32,7-8=-32,9-16=20 Horz:1-16=-6,1-17=-24,1-7=21,7-8=-21,8-9=-19 27) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-20=-56,20-21_156,7-21=-56,7-8=-56,9-16=-20 I 1 1 I I i I I I i ID WARNING•Verity design parameters antl nEAD NOTES ON THIS AND uWnpa MITEK REFERENCE PAGEnindivid rev. o BEFORE USE. .• Design valid for use only with MiTeldi 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 verily 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 M iTek' I is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS!TPII Quality Critera,DSB-89 and BCSI Building Component 250 Klug Circle Safety Mformaflon available from Truss Plate Institute,2870 Crain Highway,Suite 203 Waldorf.MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty 'Ply Timbertech-Dartmouth North Cond 1 K9838385 20-DD2646 A43RTUFP- ROOF SPECIAL 2 3 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:13 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGII-UwdGwGhmFNrwb7LUykIOAmGw0IyhOVLPPaCUkz3Pee 19-0-0 1- 20-0-0 7-0-11 13-4-6e-p 25-11-11 32-3-6 34-11-6 7-0-11 6-3-11 5-7-10 8-b 5-11-11 6-3-11 2-9-0 0-4-0 Scale:3/16'=1' I 4x6= 0.50 112 ' 6z10= 3x6= 7x10 M18SHS= 8 1 20 2 37—21 3x7 I 3x8= 5x8 M18SH5=3x4 II 4 522 2`3 6 24 7 8 1N• m 17 16 15 14 13 12 11 10 9 3x4 I I 3x6= 3x7= 3z7= 6x0 M165HS=3x6= 4x9= 5x10= 3x4= I I 3-10-13 10-2-6 I 16-6-3 20-0-0 22-9-14 29-1-9 34-11-6 3-10-19 6.3-11 6-3-11 3-5-13 2-8-14 6-3-11 5-9-13 Plate Offsets(X,Y)-- [1:0-1-8,0-3-9],[4:0-4-4,0-1-8],[5:0-5-0,0-4-B],[7:0-2-4,0-2-12],[9:0-2-0,0-2-12],[10:0-2-4,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.20 13 >999 240 MT20 185/148 1 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.45 Vert(TL) -0.44 13 >933 240 M18SHS 185/148 TCDL Rep Stress Incr NO WB 0.83 Horz(TL) 0.08 9 Na Na BOLL 0.0 Code IBC2012/TPI2007 Matrix-AS Weight:624 lb FT=0% BCOL 10.0 LUMBER- BRACING- [MCT[ ITOP CHORD 2x6 DF 2500F 2.2E TOP CHORD Structural wood sheathing directly applied, except end verticals. • BOB CHORD 2x6 DF 2500No.2 F 2.2ept` BOT CHORD Rigid ceilii - �. n--c WE 8-9:2x10 DF No.2,1-17,5-13,4-13,6.10,7-10:2x4 HF Std 4%. rt�ctS OTHERS 2x6DFNo.2 �� 4 .01N47z%WOy� ' REACTIONS. (size) 9=Mechanical,19=0-5-8 �' 89200PE Max Horz 19=-177(LC 10) Max Uplift 9=-2284(LC 31),19=-1694(LC 31) JP�i/, Max Gray 9=3948(LC 30),19=3274(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-3190/1680,1-2=-4556/2484,2-3—14400/8632,3.4—25818/17517, 4-5=-30939/21974,5-6=27764/18916,6-7=-15920/9813,7-8=-901/497,8-9=-271/130 74-- 4.7OREGON A A. BOT CHORD 15-16=5285/9214,14-15=-12583/19983,13-14=-21973/30775,11-13=-21886/30889, iQ '4 '14 2 , ° idsP+ 10.11=-14379/22498,9-10=-4746/7889 /14 1,,1 WEBS 7-9=-7777/4729,1-16=3029/5497,2-16=-5662/3406,2-15=-4055/6284,3-15=-6545/4631, 'R R I 3-14=-5746/6798,4-14=-6007/5402,5-11=-3810/3610,6-11=-4934/5720, 5-13=3319/3128,4-13=-3458/3755,6-10=-7206/5004,7-10=-5363/8505 RENEWAL DATE: 12-31-2021 INOTES- 1)NA 2)NA 3)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-7-0 oc,2x6-3 rows staggered at 0-4-0 oc,Except member 7-8 2x6-3 rows staggered at 0-4-0 oc,2x10-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered of 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 13-5 2x4-2 rows staggered at 0-4-0 oc. 4)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. I 5)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Extenor(2)0-7-4 to 4-1-3,Interior(1)4.1.3 to 34-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 6)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 7)Unbalanced snow loads have been considered for this design. I8)400.016 AC unit load placed on the top chord,19-4-8 from left end,supported at two points,10-0-0 apart. 9)Provide adequate drainage to prevent water ponding. 10)All plates are MT20 plates unless otherwise indicated. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. June 23,2021 12) Refer to girder(s)for truss to truss connections. / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary end 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 ANS4rPI1 Ouali fy Criteria,DSB-89 and BCSI Building Component250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldo rf,MD 20601 Corona,CA 92880 I Job Truss Truss Type I$y Ply Timbenech-Dartmouth North Cond K9838385 20-DD2646 A43RTUFP- ROOF SPECIAL 2 '., 3 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:13 2021 Page 2 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-UwdGvvGhmFNrwb7LUykfOAmGwOZyhOVLPPaCUkz3Pee NOTES- . 13) Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 14) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=2284,19=1694. 15) Load case(s)28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. I 16)This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 17) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 18) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)200 lb down at 14-4-8,200 lb down at 24-4-6,and 5200 lb down and 5200 lb up at 20-0-0,and 5200 lb down and 5200 lb up at 19-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 28) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=-16(F),7-8=-16(F),9-17=-20(F) I Concentrated Loads(lb) Vert:4—5200(F)21=-200(F)22=5200(F)23=-200(F) 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-7=-16(F),7-8=-16(F),9-17=-20(F) I Concentrated Loads(lb) Vert:4=5200(F)21=-200(F)22=-5200(F)23=-200(F) 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 I Uniform Loads(plf) • Vert:1-7=16(F),7-8=-16(F),9-17=-20(F) I Concentrated Loads(lb) Vert:4=-2800(F)21=-200(F)22=-2800(F)23=-200(F) 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 ,I Uniform Loads(plf) Vert:1-7=-16(F),7-8=16(F),9-17=-20(F) I Concentrated Loads(lb) Vert:4=2800(F)21=200(F)22=2800(F)23=-200(F) I I 1 I I I I t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,end is loran 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 overal l building design. Bracing indcated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Ml ly� ek- 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 ANSbTPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 2060t Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North M/ aryl K9838385 20-DD2646 A43RTUFP-CO 1,v ROOF SPECIAL 2 3 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:45:13 2021 Page 1 ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-UwdGvvGhmFNrwb7LUykfCrAmHx0Z_hMLLPPaCUkz3Pee 20-0-0 l 7-0-11 l 13-4-6 l 19-0-0 if-6-0 25-11.11 I 3236 I 34-11-6 7-0-11 6-3-11 5-7-10 6- 5-11-11 6-3-11 2-8-0 0-4-0 Scale:3/16'=1' I 4x6= 0.50 112 6x10= 7x10 M78SHS= 3x6= — 20 1 2 337 21 3x7 3x8= 5x8 M78SHS=3x4 4 622 23 6 24 7 8 i i _ L 1. 17 16 15 14 13 12 11 10 9 3x4 II3x6= 3x7= 3x7= 6x8 M78SHS=3x6= 4x9= 5x10= 3x4= I 3-10-13 l 10-2-8 16.6.3 20.0-0 I 22-9-14 29-1-9 34-11-6 3-10-13 6-3.11 6-3-11 3-5-13 2-9-14 6-3-11 5-9-13 111 Plate Offsets(X,Y)-- [1:0-1-8,0-3-9],[4:0-4-4,0-1-8],[5:0-5-0,0-4-8],[7:0-2-4,0-2-12],[9:0-2-0,0-2-12],[10:0-2-4,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.20 13 >999 240 MT20 185/148 ' (Roof Snow=25.0) Lumber DOL 1.15 BC 0.44 Vert(TL) -0.57 13-14 >715 240 M78SHS 185/148 TCDL 8.0 Rep Stress Mu YES WB 0.90 Horz(TL) 0.09 9 rtfa n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-AS Weight:624 lb FT=0 BCDL 10.0 LUMBER- BRACING- [MCT] ITOP CHORD 2x6 DF 2500F 2.2E TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF 2500F 2.2E SOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF No.2*Except* 8-9:2x10 DF No.2,1-17,5-13,4-13,6-10,7-10:2x4 HF Std OTHERS 2x6 DF No.2 REACTIONS. (size) 9=Mechanical,19=0-5-8 Max Horz 19=-151(LC 10) Max Uplift 9=-1952(LC 31),19=-1425(LC 31) Max Gray 9=4280(LC 30),19=3542(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-3453/1417,1-2=-4.934/2106,2-3=15655/7377,3-4=-28190/15153, 4-5=-33811/19103,5-6=-30293/16395,6-7=-17297/8436,7-8=977/422,8-9=-295/105 BOT CHORD 15.16=-4509/9990,14-15=-10794/21772,13-14=-19105/33644,1 1-13=1 901 1/33764, 10-11=12400/24476,9-10=-4078/8556 WEBS 7-9=-8436/4070,1-16=-2573/5953,2-16=-6146/2922,2-15=-3476/6863,3-15=-7171/4004, 3-14=-5074/7469,4-14=-6618/4791,5-11=-4228/3191,6-11=4334/6319, 5-13=-3342/3106,4-13=3458/3756,6-10=-7866/4344,7-10=4612/9256 INOTES- 1)Special connection required to distribute top chord loads equally between all plies. 2)Special connection required to distribute web loads equally between all plies. 3)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-4-0 oc,2x6-3 rows staggered at 0-4-0 oc,Except member 5-7 2x6-3 rows staggered at 0-4-0 oc,member 7-8 2x6-3 rows staggered at 0-4-0 oc,2x10-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 13-5 2x4-2 rows staggered at 0-4-0 oc. 4)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. I5)Wind:ASCE 7-10;Vult=l2omph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 6)C-C wind load user defined. 7)TCLL'ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;C1=1.00 8)Unbalanced snow loads have been considered for this design. I9)Provide adequate drainage to prevent water ponding. 10)All plates are MT20 plates unless otherwise indicated. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) Refer to girder(s)for truss to truss connections. 13) Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 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 verily 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 M I lak' is always required for stability and to prevent collapse with possible personal injury end properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses end truss systems,we ANS/RP/1 duality Criteria,OSB-ae and BCSI Sal/ding Component 250 Klug Circle Safety Information available from Tress Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 i I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North Cond2 K9838385 20-002646 A43RTUFP- ROOF SPECIAL 2 3 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:13 2021 Page 2 ID:Uz?6p9Pw3CCW 5KptXKXkgHzFG li-UwdGwGhm FN rwb7LUykQAm HxoZ_hMLLP PaCUkz3Pee NOTES- 14) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=1952,19=1425. 15) Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. I16)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 17)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 18) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 20-0-0,and 5200 lb down and 5200 lb up at 19-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. ILOAD CASE(S) 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-21-66,21-23=-166,7-23=-66,78=-66,9-17=-20 I2) Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-21=-53,21-23=-153,7-23=-53,7-8=-53,9-17=-20 3) Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-21=-27,21.23=-127,7-23=-27,7-8-27,9-17-20 4)Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-21=-66,21-23=-166,23-24=66,7-24=-53,7-8=-53,9-17=-20 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(all) Vert:1-21=-16,21-23-116,7-23-16,7-8=-16,9-17=-40 6)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pia) Vert:1-18=-73,1-20=33,20-21=26,21-23=-74,7-23=26,7-8=26,9-17=-12 Horz:1-17=17,1-18=73,1-20=41,7-20=35,7-8=-35,8-9=32 ' 7)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=43,1-21=26,21-23=-74,7-23=26,7-8=33,9-17=-12 Horz:1-17=-32,1-18=-43,1-7=35,7-8=-41,8-9=-17 8)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=30,1-21=-28,21-23=-128,7-23=-28,7-8=-28,9-17=-20 Horz:1-17=-20,1-18=30,1-7=-12,7-8=12,8-9=-29 9)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(aft) Vert:1-18=43,1-21=-28,21-23=-128,7-23=-28,7-8=-28,9-17=-20 Horz:1-17=29,1-18=-43,1-7=-12,7-8=12,8-9=20 10) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ' Vert:1-18=-49,1-21=14,21-23-86,7-23=14,7-8=14,9-17=-12 Horz:1-17=16,1-18=49,1-7=23,7-B=-23,8.9=21 11) Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=49,1-21=32,21-23=-68,7-23=32,7-8=32,9-17=-12 Harz:1-17=-21,1-18=-49,1.7=40,7-8=-40,8-9-16 12) Dead+0.6 MWFRS Wind(Neg.Internal)Lett:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-49,1-21=-5,21-23=-105,7-23=-5,7-8=-5,9-17=-20 Horz:1-17=28,1-18=49,1-7=11,7-8=11,8-9=10 13) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=49,1-21=13,21-23=-87,7-23=13,7-8=13,9-17=20 Horz:1-17=-10,1-18=-49,1-7=29,7-8=-29,8-9=-28 14) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-18=32,1-21=14,21-23=-86,7-23=14,7-8=14,9-17=-12 Horz:1-17=14,1-18=-32,1-7=23,7-8=23,8-9=20 15) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=32,1-21=32,21-23=-68,7-23=32,7-8=32,9-17=-12 Horz:1-17=-20,1-18=-32,1-7=40,7-8=-40,8-9=-14 16) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=32,1-21=9,21-23=-91,7-23=9,7-8=9,9-17=12 111 Horz:1-17=7,1-18=-32,1-7=18,7-8=-1B,8-9=15 17) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-18=32,1-21=20,21-23=-80,7-23=20,7-8=20,9-17=-12 Horz:1-17-15,1-18-32,1-7=28,7.8=-26,8-9=-7 18) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 t A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/18/2020 BEFORE USE. Design valid for use only with WOADconnectors.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 properly incorporate this design into the overall R building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Miele 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 ANS(7Pif Quality Criteria,OSB-BS and SCSI Building Component 250 Klug Circle Safety Information available front Truss Plate InslRule,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA B2S80 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North 20-DD2646 A43RTUFP- �+ond2ROOF SPECIAL 2 K9838385`�1_ 3 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:13 2021 Page 3 ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-UwdGwGhmFNrwb7LUykfQAmHxoZ_hMLLPPaCUkz3Pee LOAD CASE(S) Uniform Loads(plf) Vert:1-18=32,1-21=-5,21-23=-105,7-23=-5,7-8=-5,9-17=-20 Horz:1-17=25,1-18=32,1-7=11,7-8=11,8-9=8 19) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=32,1-21=13,21-23=-87,7-23=13,7-8=13,9-17=-20 Horz:1-17=8,1-18=-32,1-7=29,7-8=-29,8-9=-25 20) Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-21_31,21-23-131,7-23=-31,7-8=-31,9-17=-20 21) Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-21=82,21-23=-182,23-24=-82,7-24=-66,7-8=-66,9-17=-20 22) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-21=-16,21-23=-116,7-23=-16,7-8=-16,9-17=20 23) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-36,1-21=-45,21-23=-145,7-23=-45,7-8=45,9-17=-20 Horz:1-17=21,1-18=36,1-7=8,7-8=-8,8.9=7 24) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=36,1-21=32,21-23=-132,7-23=-32,7-8=-32,9-17=-20 Horz:1-17-7,1-18=36,1-7=21,7-8=21,8-9=21 25) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=24,1-21=-45,21-23=-145,7-23=-45,7-8=-45,9-17=-20 Horz:1-17=19,1-18=-24,1-7=8,7-8=-8,8-9=6 26) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=24,1-21=-32,21-23-132,7-23=-32,7-8=-32,9-17=-20 Horz:1-17=-6,1-18=-24,1-7=21,7-8-21,8-9=-19 I 27) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-21_56,21-23-156,7-23-56,7-8=-56,9-17=-20 28) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-21=-16(F),21-23=-116(F=-16),7-23=-16(F),7-8=-16(F),9-17=20(F) Concentrated Loads(Ib) Vert:4=5200(F)22=5200(F) 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) ' Vert:1-21=-16(F),21-23=-116(F=-16),7-23=-16(F),7-8=16(F),9-17=-20(F) Concentrated Loads(Ib) Vert:4=5200(F)22=-5200(F) 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-21=-16(F),21-23=-116(F=-16),7-23=-16(F),7-8=-16(F),9-17=-20(F) Concentrated Loads(lb) • Vert:4=-2800(F)22=-2800(F) 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-21=-16(F),21-23=-116(F=-16),7-23=16(F),7-8=-16(F),9-17=-20(F) Concentrated Loads(lb) Vert:4=2800(F)22=2800(F) I I I A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 verity the applicability of design parameters and properly incorporate this design Into the overall r� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITE** always required Ior 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?P/1 Oval/fy Criteria,DSB-89 and BCSI Building Component 250 Hug Circle Safety Information available horn Truss Plate Institute,2670 Crain Highway,Suite 203 Weldod,MD 20ti01 Corona,CA 92660 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9638386 20-DD2646 A44 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:15 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-QII1 KblyltdZ9uHkcMm7VbrW4p879GUetj3JZdz3Pec 7-0-11 13-4-6 19-8-0 25-11-11 I 32-3-6 I 34-11-6 7-0-11 6-3-11 6-3-11 6-3-11 6-3-112-8-0 Scale=1:63.3 I 4x6= 0.5012 5x14= 4x6= 2 3z4= 3x4 7 1 19 4x6= 3 4 5 3x5= 5x8 M18SHS= 3x4II 6 20 7 8 i 1-79 16 9 15 14 13 12 11 10 4x8= 3x4 I 4x7= 4x5= 3x4= 5x10 M76SH5= 4x8= 3x4= I 3-10-13 I 10-2-8 I 16-6-3 22-9-14 I 29-1-9 34-11-6 3-10-13 6-3-11 6.3-11 6-3-11 6-3-11 5-9-13 Plate Offsets(X,Y)-- [1:0-5-0,0-3-5],[2:0-2-8,0-2-0],[7:0-4-0,0-2-12],[10:0-4-0,0-2-4],[14:0-1-12,0-2-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.82 11-13 >500 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.85 Vert(LL) -1.51 11-13 >271 240 M18SHS 185/146 TCDL 8.0 Rep Stress Inc/ YES WB 0.93 Horz(TL) 0.13 9 n/a ri/a BOLL 0.0 Code IBC2012/TPI2007 Matrix-AS Weight:201 lb FT=0% BCDL __-100.0 _ LUMBER- BRACING- ' TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF 1800E 1.6E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 HF Std`Except* 1-15,7-10:2x4 DF No.2 OTHERS 2x6 DF No.2 IREACTIONS. (size) 9=0-3-0,18=0-5-8 Max Horz 18=177(LC 10) Max Uplift 9=-460(LC 11),18=441(LC 15) Max Gray 9=1654(LC 21),18=1738(LC 21) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-1686/438,I-2—2175/611,2-3—5733/1532,3-4=8029/2119,4-6=-8480/2226, 6-7-5980/1535 BOT CHORD 14-15=1207/4219,13-14=-1993/7210,11-13=-2399/8712,10-11=-2212/7899, 9-10=-1004/3376 WEBS 7-9=-3506/1051,1-15=596/2527,2-15=2499/759,2-14=-376/1821,3-14=-1745/561, 3-13—144/941,4-13-787/324,4-11=-280/188,6-11=-23/617,6-10=-2110/717, 7-1 D—586/2751 NOTES- ED PROFt 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2pst;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) C gable end zone and C-C Exterior(2)0-7-4 to 4-1-3,Interior(1)4-1-3 to 34-9-10 zone;cantilever left and right exposed;end vertical �C��NG i N E'��SRO, left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 pal(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 9 I3)Unbalanced snow loads have been considered for this design. Q 89200PE 4) Provide adequate drainage to prevent water ponding. / 5)All plates are MT2D plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 111 capacity of bearing surface. OREGON Ail/ 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) .` 9=460,18=441. G,Q�'9 y 14 ZO,� 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �P sheetrock be applied directly to the bottom chord. all R�1.�'- 10) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek 250 Klug Circle 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 Sod truss systems,see ANSI TPH Oue/ify Criteria,05 -aS and SCSI Building Component Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 I Corona,CA 92880 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838387 24DD2646 A45 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:16 2021 Page 1 ' 7-0-11 ID:Uz?6p9Pw3CCW5Kpb<KXkgHzFGli-uVJPXx n2swA4HM1o0fNDVCuimn5Nps53z3Peb 13-4-6 I 19-8-0 25-11-11 29-5-14 7-0-11 6-3-11 6-3-11 6-3-11 3-8-3 Scale=1:51.5 I 4x6= 0.50112 1 5x14= 1 17 325= 3x4= 3x6= 3 3x4= 3z7= 4 5 2x4 II 6 18 7 14 13 12 11 10 9 6 2x4 I I4x5= 3z4= 3x4= 3x8 M18SH8= 3x8= 3x6= I 3.10.13 10-2-8 16-6-3 22-9-14 29-1-9 29i5-14 3-10-13 6-3-11 6-3-11 6-3-11 6-3-11 0-4-5 Plate Offsets(X,Y)-- [1:0-5-0,0-2-13],[7:0-1-12,0-1-0],[9:0-1-12,0-1-8],[12:0-1-12,0-1-81,[13:0-2-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.45 11 >760 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.84 11-12 ->409 240 M18SHS 220/195 TCDL 8.0 Rep Stress!nor YES WB 0.99 HOrz(TL) 0.09 8 n/a n/a BOLL 0.0 Code IBC20121TP12007 Matrix-R Weight:127 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2.1-7 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HE Std BOT CHORD Rigid ceiling directly applied or 5-6-10 oc bracing. OTHERS 2x6 DF No.2 IREACTIONS. (size) 8=0-4-0,16=0-5-8 Max Horz 16=-180(LC 10) Max Uplift 8=-388(LC 11),16=-368(LC 15) Max Gray 8=1400(LC 21),16=1443(LC 21) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-1401/375,1-2=-1667/480,2-3=-4131/1113,3-5=-5192/1377,5-6=4189/1077 BOT CHORD 12-13=-927/3162,11-12=-1412/4994,9-11=-1463/5171,8-9=-827/2782 WEBS 1-13=-443/1940,2-13=1878/589,2-12=-217/1190,3-12=1050/376,3-11=0/291, 5-9=-1148/430,6-9=-293/1553,6-8-2932/898 INOTES- 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 29-4-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 r �� PROF SsI 3)Unbalanced snow loads have been considered for this design. Q� F4)All plates are MT20 plates unless otherwise indicated. N �R Oy5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.6)Bearing at joint(s)16 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verity 4C -9 capacity of bearing surface. 00PE 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=388,16=368. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. . . - '9G 4OREGONtk Lie /O '1yY420 P.4 RENEWAL DATE:12-31-2021 June 23,2021 7 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury end property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl7 Qualify Criteria,DSB$9 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type pry Ply Timbertech-Dartmouth North K9838388 20-DD2646 A46 ROOF SPECIAL 1 1 Job Reference o tional Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:46:17 2021 Page 1 ' 4-0-11 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-MhtnkHJCgUtHPCR6jnobaOxtFdpZdDLwK1 YPdWz3Pea 6-9.4 10-4-6 16-8-0 19-8-11 22-11-11 26-5-14 4.0.11 2-8-9 3.7-2 6-3-11 3-0-10 3-3-1 3-6-3 Scale=1:46.0 I 4x6= 5x12= 0.50 112 ' 1 3x5= p 3x4= 1 3 3x4= 3x6= 4 5 3x6= 2x4 I I 6 20 21 78 ' RRFo m 16 15 14 13 12 11 9 0 2x3 I I 3x5= 3x4= 3x4= 3x8 M18SHS= 3x7— 3x4= I 10-1 4-0-11 7-2-8 13-6-3 19-9-14 26-5-14 3-1-13 3-1-13 1 6-3-11 6-3-11 6-8-0 1 -10-1 ' Plate Offsets(X,Y)-- [1:0-3-6,0-3-1],[2:0-2-4,0-1-8],[10:0-3-4,0-1-81,[11:0-1.8,0.1.8],[14:0-1-8,0-1-8],[15:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.33 11-13 >945 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.91 Vert(TL) -0.61 11-13 >503 240 M18SHS 220/195 TCDL 8.0 Rep Stress Ina YES WB 0.71 Horz(TL) 0.07 10 Na Na BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:117 lb FT=0% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-9 oc pudins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 1-15:2x4 DF No.2 OTHERS 2x6 DF No.2 IREACTIONS. (size) 10=0-1-8,1M-5-8 Max Holz 18=-182(LC 10) Max Uplift 10=-352(LC 11),18=-325(LC 15) Max Gray 10=1275(LC 21),18=1276(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-1231/360,1-2=-1657/535,2-3=2770/770,3-4=-4150/1111,4-6=3533/910 BOT CHORD 14-15=-513/1648,13-14=-1115/3797,11-13=-1240/4296,10-11=-719/2381 WEBS 2-14=-302/1361,3-14=1246/430,3-13=-1/409,4-11=-895/366,6-11=-227/1269, • 6-10=-2528/791,2-15—I168/379,1-15=-563/2020 NOTES- 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=C2psf;BCDL=6.0pst h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 26-5-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Ga cj PR QF 2)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 <C• Fss 3)Unbalanced snow loads have been considered tor this design. �5 LNG t Nfit' /0 4)All plates are MT20 plates unless otherwise indicated. • • 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -q 6)Bearing atjoint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Q 89200PE capacity of bearing surface. III 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=352,18=325. I 9)Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • -y OREGON Pt n/� 'o °142°N 0.P ' M q RF1113- If RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek30 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 e is always required far 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 buss systems,see ANSYTP/7 Qualify Criteria,DSB-89 and BCSY Building Component 250 Klug CircleSalary Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldort,MO 20601 Corona,CA 92080 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838389 20-DD2646 A46FP ROOF SPECIAL 3 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:19 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-14?X9yLSM58?eWbVrCr3fROFSOZQ53hDnL1 WiOz3PeY 24-3-0 4-0-11 6-9-4 10-4-6 16-e-0 19-8-11 22-11-11 233-3[0 26-5-14 4-0-11 2-6-9 3-7-2 6-3-11 3.0.10 3-3-1 0-3-5 2-2-14 1-0-0 Scale:1/4'=1' I 4x6= 6x10= 0.50112 ' 3z41 = 9 1 2 3x4= 21 3 3x4= 4x6= 6x8 I I 4x4 5 3x7 II II 6 7 89 I i m a N m D . • IM- 18 17 16 15 14 13 12 10 3x4= 3x4= 3z8 M18SHS= 11 2x3 3x4= 4x4= 5x8 M18SHS= 3x4= I 10-1 4-0-11 7-2-8 13-6-3 ) 19-9-14 24-3-0 26-5-14 I -10d 3-1-13 3-1-13 6-3-11 6-3-11 4-5-2 2-2-14 Plate Offsets(X,Y)-- [1:0-1-8,0-3-91,[6:0-4-0,0-1.8],[7:0-4-12,0-2-8],[8:0-2-0,0-1-12],[11:0-4-0,0-3-0],[12:0-1-12,0-2-0] __ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.14 15 >999 240 MT20 185/148 (Roof Snow=25.0) ' Lumber DOL 1.15 BC 0.63 Vert(TL) -0.27 13-15 >999 240 M18SHS 185/148 TCDL 8.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.07 11 Na Na BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:273 lb FT=O% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, • BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. OTHERS 2x6 DF No.2 I REACTIONS. (size) 11=0-1-8 (req.0-2-15),20=0-5-8 Max Horz 20=-183(LC 10) Max Uplift 11=-4589(LC 31),20-325(LC 15) Max Gray 11=5531(LC 30),20=1276(LC 21) ' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-1223/357,1-2=-1686/550,2-3-2852/796,3-4=-5277/2114,4-6=-7681/4954, 6-7-7012/5864,7-8—552/467,8-11-576/470 BOT CHORD 16-17=-526/1679,15-16=-1213/3981,13-15=3395/6529,12-13=-7104/8770, 1 1-1 2=-5 862770 1 4 I WEBS 2-16=-509/1618,3-16—1510/725,3-15=1060/1527,4-15=-1435/1467,4-13=-1775/1308, 6-13=-1190/2339,7-11=-7990/6672,2-17—1121/374,1-17=-558/1964,7-12=-3454/4301, 6-12=-5187/4276 NOTES- , 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: �� ED PR(�f Ss Top chords connected as follows:2x4-1 row at 0-3-0 oc,2x6-2 rows staggered at 0-3-0 oc. F Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. p Webs connected as follows:2x4-1 row at 0-9-0 oc. �� �NG''N�FR /�� 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to T ' Iply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 89200PE 3)Wind:ASCE 7-10;Vult=l3omph Vasd=103mph;TCDL=4.2pst;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 26-5-14 zone;cantilever left and right exposed;end vertical /./- left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 - A. 4Kill." • 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 �¢ I5)Unbalanced snow loads have been considered for this design. 6)All plates are MT20 plates unless otherwise indicated. �G OREGON 7)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. /O�,9 4 ZQ1 8)WARNING:Required bearing size at joint(s)11 greater than input bearing size. �yQ. 9)Bearing at joint(s)20 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify � p 10.. VV capacity of bearing surface. �r77 n 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=4589,20=325. RENEWAL DATE:12-31-2021 11) Load case(s)28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the June 23,2021 intended use of this truss. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verily 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 bradng MITek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabdcatlon,storage,delivery,erection and bracing of misses and truss systems,see ANSETPIf Quality Criteria,OSB-89 and SCSI Building Component 250 Klug Circlesahry information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838389 20-DD2646 A46FP ROOF SPECIAL 3 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:46:19 2021 Page 2 ID:Uz?6p9Pw3CCW5Kp1XKXkgHzFGli-14?X9yLSM58?eWbVrCr3fROFSOZO53hDnL1 WiOz3PeY NOTES- 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 24-3-0,and 5200 lb down and 5200 lb up at 23-3-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: ' 28) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(p11) Vert:1-8=16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) IVert:6=-5200(F)7=5200(F) 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=20(F) Concentrated Loads(Ib) ' Vert:6=5200(F)7=-5200(F) 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Vert:6=-2800(F)7—2800(F) • ' 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 • Uniform Loads(plf) ' Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) • Concentrated Loads(Ib) ' Vert:6=2800(F)7=2800(F) I I I I I I I 1 ll A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTeIW 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 buildng design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mil** 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 Suss systems,see ANSLTP11 Quality Criteria,05B-89 and SCSI Building Component I 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838390 20-DD2646 A47 ROOF SPECIAL 1 1 Job Reference(optional) Precision Trues&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:20 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-nGYwNIM47PGsGg9hPwMICeZOwgwpgaCINO?n4Erz3PeX 4-0-11 6-11-14 I 10-4-6 I 13-8-4 16-8-0 gas-2 4-0-11 2-11-3 3-4-8 3-3-14 2-11-12 4-0-2 Scale=1:35.9 I 4x6= 5x12= 0.50112 1 3x4= 1 152 3x4= 3 3x4= 3x6= 4 5 3x4 II 6 N to ' 12 11 10 9 a 2x3 ( 4x4= 3x4= 3x4= 3x6= 7 3x5= I 7-2-8 13-6-3 19-9-14 20-8-2 I 7-2-8 6-3-11 I s-3-Il I0-10-4I Plate Offsets(X,Y)-- [1:0-3-8,0-3-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.12 9-10 >999 240 MT20 185/148 ' (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(TL) -0.25 9-10 >961 240 TCDL 6.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:931b FT=0% LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 7-2-1 oc bracing. OTHERS 2x6 DF No.2 IREACTIONS. (size) 7=Mechanical,14=0-5-8 Max Horz 14=-181(LC 10) Max Uplift 7=-273(LC 11),14=-248(LC 15) Max Gray 7=973(LC 21),14=973(LC 21) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-927/308,1-2=-1226/417,2-3=-1894/536,3-4=-2224/575 BOT CHORD 10-11=411/1218,9-10=-764/2438,7-9=-552/1727 WEBS 2-10=-162/814,3-10—667/272,3-9=-270/205,4-9=-46/560,4.7=-1796/599, 2-11=-849/298,1-11=-422/1481 INOTES- 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-74,Interior(1)3-7-4 to 20-6-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ,�� �0 PR OrenS 3)Unbalanced snow loads have been considered for this design. Q� 4)This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. �C, NG I N EF /O2 5)Refer to girder(s)for truss to truss connections. t' R 6)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity -4 -g ' capacity of bearing surface. ,,,",- 89200PE 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=273,14=248. / 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. . ' yG 41OREGONb. �� /O q�142�\ Q 4 I Rfl 0 = -' RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wok'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 ANSV PI Oua/ity Criteria,DSB-B9 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 206011 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North 149838391 20-DD2646 A48 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:22 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-jfggo_NLfOWaVzJ4WLOmH3eg zfUJGAIjz3PeV 4-0-11 6-9-4 10-4-6 16-8-0 19-8-11 22-11-11 26-5-14 6-5-14 4-0-11 2-8-9 3-7-2 6-3-11 3-0-10 3-3-1 3-63 Scale=1:47.4 I 4x6= 5x12= 0.50 112 ' 3x6= 2 3x4= 3 3x4= 3x7= 4 -=5 3x9 3x4 I I 6 20 21 78 1 16 15 14 13 12 11 22 9 - 0 3x4 II 4x4= 4x5= 3x4= 5x8 M18SHS= Sx8 M185HS= 4x4= I q 10-1 4-0-11 7-2-8 . 13-63 19-9-14 26-5-14 0-10-13 3-1-13 3-1-13 6-3-11 6-3-11 6-e-0 I Plate Offsets(X,V)-- [1:0-3-8,0-3-11,[2:0-2-8,0-1-8],[10:0-4-0,0-2-12j,[11:0-1-12,0-2.0],[14:0 2-0,0.24],[15:0-1-12,0.1.12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.35 11-13 >891 240 MT20 185/148 ' (Roof Snow=25.0) Lumber DOL 1.15 0.99 Vert(TL) -0.64 11-13 >482 240 M78SHS 185/148 TCDL 8.0 Rep Stress Incr NO BC WB 0.94 Horz(TL) 0.05 10 Na Na BCLL 0.0 Code IBC2012/TPI2007 Matrix•R Weight:137 lb FT=0% BCDL 10.0 _ LUMBER- BRACING- ' TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6.2.6 oc bracing. WEBS 2x4 HF Std'Except° 7-10,6.11,1.15:2x4 OF No.2 OTHERS 2x6 DF No.2 IREACTIONS. (size) 10=0-4-0,18=0-5-8 Max Horz 18—178(LC 10) Max Uplift 10=484(LC 11),18=361(LC 15) Max Gray 10=1755(LC 21),18=1407(LC 21) IFORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-1350/398,1-2=1896/602,2-3=-3257/905,3-4=-5166/1390,4-6=-5284/1387, 6.7=-292/72 BOT CHORD 14-15=-578/1887,13-14=-1323/4546,11-13=1620/5676,10-11=-1012/3426 ' WEBS 2-14=-381/1644,3-14=-1542/514,3-13=-82/716,4-13=-600/271,4-11=-630/520, 6-11=-426/2034,6-10=-3446/1036,2-15=1294/415,1-15=-624/2275 NOTES- 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=80ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 26-5-14 zone;cantilever left and right exposed;end vertical aEp PROFL� left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,`(�`` l-ss 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 Cj NG I N E'F �� 3)Unbalanced snow loads have been considered for this design. 15y R 4)All plates are MT20 plates unless otherwise indicated. 9 I 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q •9200P 6)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� 10=484,18=361. 10 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON [/Q I 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)611 lb down and 176 lb up at �G /jam 20-8-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. to A '�' 4 2�,sit 4. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). V� I LOAD CASE(S) Standard MRR11-'- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) RENEWAL DATE:12-31-2021 Vert:1-7=-66,7-8=-66,9-16-20 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 BEFORE USE. Design valid for use only with Weir®connectors.This design is based only upon parameters shown,and is for an individual building component,ant 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- 111 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 AN54rP/1 Quality Criteria,OSB-99 and SCSI Building Component 250 Klug Circle Safety Mformation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838391 20-DD2646 A48 ROOF SPECIAL 1 1 _ Job Reference(optional)_ _ _ Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MTek Industries,Inc. Wed Jun 23 11:46:22 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXHzFGli-jfggo_NLf0WaVzJ4WLOmH3egaeVYIRzfUJGAIjz3PeV LOAD CASE(S) Standard kg Concentrated Loads(lb) Vert:22=-611(F) I I I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTea 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 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 Milek 11111111. is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITPII Oualiry Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North 20-DD2646 A49 Roof Special 1 1 • Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Milek 8.430 a Mar22 2021 MiTek Industries,Inc.Wed Jun 23 13:17:54 2021 Page 1 ID:Uz?6p9Pw3CCW5KpIXKXkgHzFGli-dJ1_BKvlfz?X0BhmvwKcB2lhIsQs2p0p7xInn4z3MYB 4-1-1 8-2-2 4-1-1 4-1-1 050 112 Scale=1:15.1 I 13x4 II 6 23x4= 7 33x4 I I —e--_— I 0 0 1 ra L . o ' 3x5= 4Xx7 I 5 3x5= 8-2-2 ezz IPlate Offsets(X,Y)-- [4:0-2-4,0-1-8],[5:0-2-4,0-1-8] LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loci Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.06 4-5 >999 240 MT20 185/146 (Root Snow=25.0) Lumber DOL 1.15 BC 0.35 Vert(TL) -0.16 4-5 >601 240 ' TCDL 8.0 Rep Stress Ina- YES WB 0.15 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:35 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. IREACTIONS. (lb/size) 5=339/Mechanical,4=339/0-1-8 (min.0-1-8) Max Horz 5=-66(LC 10) Max Uplift 5=-74(LC 11),4=-81(LC 11) Max Gray 5=361(LC 21),4=361(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 4-5=-204/464 WEBS 2-5=-393/243,2-4=363/211 1 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 4-1-1,Interior(1)4.1.1 to 8-0-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. GR PR L 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .�t�`V rn0�css 5) Refer to girder(s)for truss to truss connections. 4 iN 6)Provide mechanical connection(byothers)of truss to bearingplate at joint(s)4. GJ _t C? p 9 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 lb uplift at joint 5 and 81 lb uplift at -I� 9 joint 4. 89200PE• f LOAD CASE(S) Standard • 74. „OREGON �ti /0 4 y 14 2 tit 0 P MFRR10- 0 IRENEWAL DATE:12-31-2021 June 23,2021 / A WARNING-Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �} building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 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/7Ply Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838393 20-DD2646 I A50 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 a Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:24 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-f1oQCgPbBemIkHTSelOEMUj05RNgmX8yxdIHNcz3PeT i 2-4-4 6-10-10 2-4-4 4-6-6 3x4= 0.50112 Scale=1:16.4 3x5= x5= 1 2 6 3 1 - o Y N (NIN t X 4 ' 5 3x4 I I 3x4= 2-4- 6-10-10 ' 2-4-4 4.6.6 _� Plate Offsets(X,Y)-- [1:0-2-0,0-1-81 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.03 4-5 >999 240 MT20 185/148 ' (Roof Snow=25.0) lumber DOL 1.15 BC 0.23 Vert(TL) -0.08 4-5 >997 240 TCDL 8.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:31 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-4:2x4 DF No.2 IREACTIONS. (size) 5=0-4-0,4=Mechanical Max Horz 5=-79(LC 12) Max Uplift 5=-56(LC 11),4=-74(LC 11) Max Gray 5=284(LC 1),4=312(LC 29) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-0=260/151 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=6Dft;Cat.II;Exp B;Enclosed;MWFRS(envelope) 1 Igable end zone and C-C Exterior(2)0-1-12 to 2-4-4,Interior(1)2-4-4 to 6-8-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. I 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , 1Ss 6)Refer to girder(s)for truss to truss connections. �D PROFF 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4. ��\� 1aG)N�'�.R o �9 ' 9200PE r I 94. OREGON �� /O Rbi }'14 2. Q. MARIO- RENEWAL DATE:12-31-2021 June 23,2021 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall (� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI Iek- 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 ANSUWI7 Quality Criteria,DSB-89 and SCSI Building Component 250 Mug Circle Safely information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838394 20-DD2646 A51 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:25 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-7EMpOOPDyxu6MR2fBTyTviGCfri5V?a6AHUrv2z3PeS i 4-4-4 6-10-10 4-4-4 2-6-6 II 3 4= 0.50 112 Scale:3/4'=1' I 3x5= 4x4 6 2 3 - o , to m N N / \ 4 5 3x4 II3x4_ 4-4-4 6-10-10 I 4-4-4 2-6-6 Plate Offsets(X,Y)-- )1:0-2-0,0-1-8],[4'0-1-12,0-I-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.03 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) ' Lumber DOL 1.15 BC 0.23 Vert(TL) -0.08 4-5 >999 240 TCDL 8.0 Rep Stress!nor YES WB 0.06 Horz(TL) 0.00 4 n/a We.BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:31 lb FT=O% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, DOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. • 1-5:2x4 DF No.2 I REACTIONS. (size) 5=0-4-0,4=Mechanical Max Horz 5—77(LC 10) Max Uplift 5=-77(LC 10),4=-75(LC 11) Max Gray 5=309(LC 28),4=284(LC 1) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2ps1;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) I gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-8-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 6)Refer to girder(s)for truss to truss connections. c 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)5,4. ,`(��`0 PR OF`-c ss �� LNGIN F9 i-/- I89200PE r I - OREGON �Q G/0 .44,14 2p" P I *RR 10- 0 RENEWAL DATE:12-31-2021 June 23,2021 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. ��' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ;was building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mj'lek- ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,srorege,delivery,erection and bracing of trusses and truss systems,see ANS4IP11 Quality Criteria,DSB-89 and BLS/BeSding Component 250 Klug Circle Safety information available from Truss Plate Inshlute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838395 20-DD2646 A52 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:26 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-bQwBdMQriF0?_bdrIATiRvpLXFxYEE9FOxEORUz3PeR 2-11-12 6-4-4 8-4-4 15-1-12 18-10-0 2-11-12 3-4-82-0-0 6-9-8 3-84 Scale:3/8"=1' I050112 2x4 I I 4x6= 3x4= 3x4= 3x7= t 2 3 4 11 5 12 2x4 II e 6 0 . , N m cv • ' 1. 9 13 14 8 4x4= 4x5= 4x4_ 7 4x5= I I 5-8-0 s-a-a 1-9-0 18-10-0 5-8-0 0-8-4 5-4-12 7-1-0 Plate Offsets(X,Y)-- 12:0-2-12,0-2-0],[6:0-1-13,0-0-8],[8:0-1-12,0-2-0],[9:0-1-8,0.2.0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.20 8-9 >999 240 MT20 185/148 (Roof Snow=25.0)I TCDL Lumber DOL 1.15 BC 0.67 Vert(TL) -0.39 8-9 >565 240 8.0 Rep Stress Ina NO WB 0.93 Horz(TL) 0.06 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:92 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2`Except" TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-6:2x4 DF No.t&Btr BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. BOT CHORD 2x6 DF 1800E 1.6E WEBS 2x4 HF Std I REACTIONS. (size) 10=0-4-0,7=0-4-0 Max Harz 10=7D(LC 12) Max Uplift 10=-398(LC 11),7=-395(LC 11) Max Gray 10=1270(LC 1),7=1299(LC 29) I FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3209/1069,34=-3217/1070,4-5=-4016/1352 BOT CHORD 9-10=-635/1803,8-9=-1340/3833,7-8=-979/2828 WEBS 2-10=-2095/733,2-9=-533/1825,4-9=-804/325,4-8=-204/339,5-8=415/1361, •5-7=-2944/1052 INOTES- 1)Wind:ASCE 7-10;Vult=l20mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60it;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 2-11-12,Interior(1)2-11-12 to 18-8-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pt=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 PR S 3)Unbalanced snow loads have been considered for this design. R Ep 4)Provide adequate drainage to prevent water ponding. �C� \_`GIN -,7 is/O 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) -G M ', I . 10=398,7=395. -$�200PE 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)418 lb down and 158 lb up at 6-11-6,and 477 lb down and 286 lb up at 10-7-2 on bottom chord. The design/selection of such connection device(s)is the lirj� responsibility of others. elir . B)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ILOAD CASE(S) Standard Y. OREGON �i� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 / Z Uniform Loads Vert:1-3=-66,1) 3-6=-66,7-10=-20 O q Y 14 �1�Q. Concentrated Loads(Ib) MFARla- Vert:13=-418(F)14=-477(F) RENEWAL DATE:12-31-2021 June 23,2021 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with WOO 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 t� building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml IT is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the labrlcation,storage,delivery,erection and bracing of trusses and truss systems,see ANSETP/1 Quality Criteria,DSB-89 and BCSI Builtling Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type (Hy Ply Timbertech-Dartmouth North K9838396 20-DD2646 A53 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MTek Industries,Inc. Wed Jun 23 11:46:28 2021 Page 1 I ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-Vp1 x21 S6EsGjDunDtbVAWKuIS3gziEgYsFjV WNz3PeP 2-11-12 8-4-4 15.1-12 18-10-0 2-11-12 5-4-8 l6-9-8 3-8-4 Scale:3/8"=1' I0.50 112 2x3 I I 3x4= 4x5= 3x4= II II 1 2 3 4 10 2x3 11 5 0 m ,4,, 8 7 3x4= 3x4= 3x4= 36 x4= 5-8-0 8-4-4 I 11-9-0 18-10-0 5-8-0 2-8-4 3-4-12 7.1-0 Plate Offsets(X,Y)-- [3:0-2-8,0-2-4),[6:0-1-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CBI. DEFL. in (Ion) Udell Ud PLATES GRIP TCLL 25.0 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.09 7-8 >999 240 MT20 185/148 ' TCDL 8.0 Lumber DOL 1.15 BC 0.48 Vert(TL) -0.21 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.05 6 rJa n/a • • BCDL 10.0 Code IBC2012ITPI2007 Matrix-R Weight:78 lb FT=0% • LUMBER- BRACING- . ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 8-6-6 oc bracing. REACTIONS. (size) 9=0-4-0,6=0-4-0 I Max Horz 9=-70(LC 10) Max Uplift 9=-182(LC 11),6=-184(LC 11) Max Gray 9=797(LC 1),6=839(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ITOP CHORD 2-3=-1650/360,3-4=-1965/395 BOT CHORD 8-9=-294/1063,7-8=-540/2073,6-7=-428/1614 WEBS 2-9=-1212/327,2-8=-87/758,3-8=-556/211,4-7=0/538,4-6=-1665/480 NOTES- 1 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2pst;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 2-11-12,Interior(1)2-11-12 to 18-8-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. I4)Provide adequate drainage to prevent water ponding. LD PROF ss 5)This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) `except(jt=lb) ��C� �_ �F GI NR ip 9=182,6=184. `� ,7 4' I / 89200PE 9< IG 4fOREGON `�� �O 44'14 2°1 4. 41FRRIL3- IRENEWAL DATE:12-31-2021 June 23,2021 r A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml lek' 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 ANSlRPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available front Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838397 • 20-0D2646 A54 Roof Special 1 1 _-- __J Job Reference(optional) ' Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:4629 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkqHzFGli-0?bJGNSk?AOar2LQQJOP3YRxVSO?Righ5vS22pz3PeO 2-11-12 I 8-a-4 103-4 15-1-12 I 18-10-0 2-11-12 5-4-8 2-0-0 4-9-8 3-8-4 Scale:3/8'=1' I0.50 112 ' 2x3 3x4= 3x4= 3x4 3x4= 2x4 II 2 3 4 5 11 6 c, :Co'II i N 3x4= 3z4= 3x4= 3x4= I 5-8-0 10-4-4 11-9-0 18-10-0 I I 5-8-0 4-8-4 1-4-12 7-1-0 Plate Offsets(X,Y)-- [7:0-1-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.09 8-9 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(TL) -0.21 8-9 >999 240 TCDL 8.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.05 7 n/a n/a BCLL 0.0 Code IBC2012TrPI2007 Matrix-R Weight:78 lb FT=0% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Sid BOT CHORD Rigid ceiling directly applied or 8-4-9 oc bracing. REACTIONS. (size) 10=0-4-0,7=0-4-0 I Max Horz 10=-67(LC 10) Max Uplift 10=-182(LC 11),7=-184(LC 11) Max Gray 10=836(LC 28),7=797(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ITOP CHORD 2-3=-1717/372,3-4-1979/403,4-5-1989/401 BOT CHORD 9-10=-310/1178,8-9=-560/2142,7-8=-425/1518 WEBS 2-10=-1332/340,2-9=-84/712,3-9=-509/214,3-8=-309/181,5-8=-6/650,5-7=-1548/475 NOTES- 1 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 2-11-12,Interior(1)2-11-12 to 18-8-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3) Unbalanced snow loads have been considered for this design. I4) Provide adequate drainage to prevent water ponding. � PF QF ss 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. Cr 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) (.."....szzi:D �NGINEk. /O10=182,7=184. y9 89200PE • I y OREGON L�4� 'O q}'14 2°°%P III � RRII.�-?° RENEWAL DATE:12-31-2021 June 23,2021 t A WARNING-Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 rev.5/1912020 BEFORE USE. .,.j Design valid for use only with MiTek®conneclors.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 overallr�I building design.Bracing indicated is to prevent buckling of individual truss web and%or chord members only.Additional temporary and permanent bracing Ml lek' 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,seeTrussANSVfP11 Oua/ity Criteria,DSB-89 and BC5/Building Component 250 Klug Circle Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838398 20-DD2646 A55 Roof Special 1 1 Job Reference(optional) _ Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:30 2021 Page 1 ' ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-UB9iTjTMmUWRSCwc_OXeclz4vsIXA2mrJZCbaFz3PeN 2-11-12 I 8-0-0 12-4-4 15-1-12 18-10-0 2-11-12 5-4-8 4-0-0 2-9-8 3-8-4 1 Scale:3/8'=1' r0.50 112 ' 2x4 4x7= 3x4= 3x4 4x7= 3x4 11 1 11 2 3 4 5 12 8 — o r 10 9 13 87 4x4= 4x6= 4x7= 4x5= I • 5-8-0 11-9-0 1 2-4-4 18-10-0 5-8-0 6-1-0 0-7-4 6-5-12 Plate Offsets(X,Y)-- [2:0-3-0,0-2-0],[5:0-2-12,0-2-0],[8:0-2-0,0-2-0],[9:0-2-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Gdp DOL 1.15 TC 0.73 Vert(LL) -0.22 8-9 >999 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.73 Vert(TL) -0.43 8-9 >521 240 TCDL 8.0 Rep Stress!nor NO WB 0.95 Horz(TL) 0.06 7 Na Na BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:91 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc pudins, ROT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 8-3-11 oc bracing. REACTIONS. (size) 10=0-4-0,7=0-4-0 ' Max Horz 10=-60(LC 48) Max Uplift 10=-359(LC 11),7=319(LC 11) Max Gray 10=1461(LC 28),7=1243(LC 1) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. ITOP CHORD 2-3—3994/1010,3-4=-4113/1033,4-5=-4121/1033 BOT CHORD 9.10—657/2389,8-9=-1208/4429,7-8=-762/2612 WEBS 2-10=-2638/709,2-9=-423/1874,3-9=-505/244,3-8=-376/225,5-8=-339/1813, 5-7=-2651/801 ' NOTES- 1)Wind:ASCE 7-10;VUIt=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6,0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 2-11-12,Interior(1)2-11-12 to 18-8-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ` n ' 3)Unbalanced snow loads have been considered for this design. `p PRO ' 4)Provide adequate drainage to prevent water ponding. �Q+ C' 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C •NGI NEF9 8/0 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) `_ ,7 10=359,7=319. QLI� -9 I7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)516 lb down and 164 lb up at 89200PE 5-11-6,and 516 lb down and 164 lb up at 10-7-10 on bottom chord. The design/selection of such connection device(s)is the � responsibility of others. /� 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0+'; 1 LOAD CASE(S) Standard OREGON �e 10 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) �'�Y 14 `Z��� Vert:1-4=-66,4-6=-66,7-10=20 �Q. Concentrated Loads(Ib) lifRR1 IX* ' Vert:9=-516(B)13=-516(B) RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is bran 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 r� building design. Bracing indicated s to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml lek' is always required for slabiity 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 ANSVrMf Duality Criteria,OSB-99 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North 2• K9838399 20-DD2646 A56 ROOF SPECIAL 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 6.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:31 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-yNj4g3U_Xnel4MVOYk2t8zWMIGkVVZV_YCx97iz3PeM 2-5-83-5-2 5-10-10 I 2-5-80-11-10 2-5-8 3x4 II 4x7 II 4x7 II 3x4 I I Scale=1:13.2 II 1 2 3 4 OM II III III' _ r ■ I■ ■N igilliPil 101.1r° 1 mg ' I1111111. - r! 6 5 3x4= 7 5x5= 5x5= 2-11-5 I 5-10-10 I 2-11-5 2-11-5 I Plate Offsets(X,Y)-- [2:0-4-4,0-2-0],[3:0-4-4,0-2-0],[5:0-2-8,0-3-0],[7:0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.00 6 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(TL) -0.00 6-7 >999 240 I TCDLBCLL 8.00.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.02 5 n/a n/a , BCDL 10.0 Code IBC2012T PI2007 Matrix-P Weight:63 lb FT=O°k LUMBER- BRACING- ITOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc pudins, ROT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std ROT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 7=0-4-0,5=Mechanical ' Max Horz 7=-57(LC 8) Max Uplift 7=-2699(LC 27),5=-2699(LC 27) Max Gray 7=2901(LC 26),5=2901(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ITOP CHORD 1-7=274/234,2-3=-3986/3785,4-5=-274/234 BOT CHORD 6-7=-3812/3991,5-6=3812/3991 WEBS 2-7=-4767/4553,2-6—3206/3277,3-6—3206/3277,3-5=-4767/4553 NOTES- , 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-3-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to r3 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. LD PIlO� 3)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60tt;Cat.II;Exp B;Enclosed;MWFRS(envelope) Q� F gable end zone and C-C Exterior(2)0-1-12 to 3-5-2,Interior(i)3-5-2 to 5-8-14 zone;cantilever left and right exposed;end vertical �<�NG I N EL�s./ . left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 �L •9 I5)Provide adequate drainage to prevent water ponding. Q 89200PE 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 7)Refer to girder(s)for truss to truss connections. /.�f, • 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) -fl�• �� ,• - 111 7=2699,5=2699. 'C. I'9)Load case(s)24,25,26,27 has/have been modified.Building designer must review loads to verify that they are correct for the �EC70N �V� intended use of this truss. 9G A_ 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at �Q-y'4 y 4 2p'tA 3-5-8,and 5200 lb down and 5200 lb up at 2-5-8 on top chord. The design/selection of such connection device(s)is the /� p V� responsibility of others. MFRFi ll-1.- V ILOAD CASE(S) Standard Except: �7 n 24) User defined:Lumber Increase=2.00,Plate Increase=2.00 RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. Design valid for use only with MiTel®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 preside personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of imsses and truss systems,see ANSI?PI7 Qualify Criteria,DSS-&9 and SCSI8rdlding Component 250 Klug Circle Safety Information available Mare Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20501 Corona,CA 92880 I Job Truss Truss Type Qty I Ply Timbertech-Dartmouth North K9838399 20-D02646 A56 ROOF SPECIAL 1 2 Job Reference(optional) I Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:31 2021 Page 2 1 ID:Uz76p9Pm3CCW5Kp1XKXkgt1zFGli-yNj4g3U Xne14MVoYk2t8zWMIGkVvZV_YCx97iz3PeM LOAD CASE(S) Uniform Loads(plf) Vert:1-4=-16(F),5-7=-20(F) Concentrated Loads(Ib) Vert:2=-5200(F)3=5200(F) 25) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-4=-16(F),5-7—20(F) IConcentrated Loads(Ib) Vert:2=5200(F)3=-5200(F) , 26) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-4=-16(F),5-7=-20(F) IConcentrated Loads(Ib) Vert:2=-2800(F)3=-2800(F) 27) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-4=-16(F),5-7=-20(F) Concentrated Loads(Ib) Vert:2=2600(F)3=2800(F) 1 I I II I 1 1 I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �} building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Mt 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 ANSVTP/1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely lnba motion available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838400 20-DD2646 A57 ROOF SPECIAL 1 2 Job Reference(optional) ' Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:32 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzF1 HSuPVcI5m9iW476Ra6hA2XEg4Se0P8nshif8z3PeL 2-5-e 3-5-2 5-5-10-10-10 I 2-5-8 0-11-10 2-5-8 3x4 I I 4x7 I I 4x7 I I 3x4 I I Scale=1:12.8 I 1 2 3 4 III IIII ■ ■ 11. 1.1r11111b1 6 3x4= 5 I hill Sx5= Sx5= I l 2-11-5 5-10-10 2-11-5 2-11-5 I Plate Offsets(X,Y)-- [2:0-4-4,0-2-0],[3:0-4-4,0-2-0],[5:0-2-8,0-3-0],[7:0-2-8,0-3-0] LOADING (psf) • SPACING- 2-0-0 BSI. DEFL. in (loc) tdefl LJd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.00 6 >999 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(TL) -0.00 6 >999 240 TCDL 8.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.02 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:63 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc puffins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std ROT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 7=0-4-0,5=Mechanical ' Max Horz 7=-54(LC 8) Max Uplift 7=-2699(LC 27),5=-2699(LC 27) Max Gray 7=2901(LC 26),5=2901(LC 26) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. ITOP CHORD 1-7=-273/233,2-3=-4185/3974,4-5=-273/233 BOT CHORD 6-7=-4003/4191,5-6=-4003/4191 WEBS 2-7_4925/4704,2.6=-3229/3300,3-6=-3229/3300,3-5=-4925/4704 NOTES- II1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-3-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. n�,� P��F[ 3)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf,BCDL=6.0psf;h�0ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) �• C gable end zone and C-C Exterior(2)0-1-12 to 3-5-2,Interior(1)3-5-2 to 5-8-14 zone;cantilever left and right exposed;end vertical cw �_`G 1 N '''-'9 �yr, left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `-- ,T 4)TCLL:ASCE 7-10;P1=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 g I5)Provide adequate drainage to prevent water ponding. 92 OP 6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=2699,5=2699. in 9)Load case(s)24,25,26,27 has/have been modified.Building designer must review loads to verify that they are correct for the OREGON L<(/� intended use of this truss. � _(.` 10) Hanger(s)or other connection device(s) load(s) shall be provided sufficient to support concentrated 5200 lb down and 5200 lb up at L/O "q)'.�4 2.O A 3-5-8,and 5200 lb down and 5200 lb up at 2-5-8 on top chord. The design/selection of such connection device(s)is the �`- responsibility of others. MFARIO- ILOAD CASE(S) Standard Except: 24) User defined:Lumber Increase=2.00,Plate Increase=2.00 RENEWAL DATE:12-31-2021 June 23,2021 A WARNING:Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. w Design valid for use only with MTekparameters connectors.This design is based only upon 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 ANSVTP1l Ouellty Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92980 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North �f K9838400 20-DD2848 A57 ROOF SPECIAL I 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:33 2021 Page 2 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-umrg51WE3Pu0JffBf85LDObi_4OhNTfH?WOGBaz3PeK LOAD CASE(S) Uniform Loads(plf) Vert:1-4=-16(F),5-7=-20(F) I Concentrated Loads(Ib) Vert:2=-5200(F)3=5200(F) 25) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1.4=-16(F),5-7=-20(F) I Concentrated Loads(Ib) Vert:2=5200(F)3=-5200(F) 26) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-4—16(F),5-7—20(F) I Concentrated Loads(Ib) Vert:2=-2800(F)3=-2800(F) 27) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-4-16(F),5-7=-20(F) I Concentrated Loads(Ib) Vert:2=2800(F)3=2800(F) I I I I I I I I I : ) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. i. Design valid for use only with MiTekts 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 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 M ire lek' 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 ANS1TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9836401 20-0D2646 A58 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:33 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-umrg51WE3Pu0JIfBf85LDObev4PYNdwH?WOGBaz3PeK 5-10-10 5-10-10 3x4= 2x3 I I Scale=1:11.7 ' 1 5 6 2 EIM Ill IleM MEF MI A M. 3 I 3x4= 4 hi 2x3 II 5-10-10I 5-10-IC Plate Offsets(X,Y)-- [1:0.1-12,0-1-8],[3:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.05 3-4 >999 240 MT20 185/148 ' (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(TL) -0.13 3-4 >523 240 TCDL 8.0 Rep Stress Ina YES WB 0.03 Horz(TL) 0.00 3 Na n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:251b FT=O% BCDL 10.0 I LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 I-IF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-4-0,3=Mechanical I Max Horz 4=54(LC 9) Max Uplift 4=-62(LC 8),3=-62(LC 9) Max Gray 4=241(LC 1),3=241(LC 1) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ' NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-8-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp-;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. I . ��0 PR()Fes, � I ,. .- 89200PE I yG otfOREGONix try cc /O q '1420\ P d'FRRlo-0 RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 buta truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall Kiss building design. Bracing indicated is to prevent buckling of individual web and/or chord members only.Additional temporary and permanent bracing MiTek 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVrP/f OuaNty Criteria,DSB-89 end SCSI Building Component Safety information available from Truss Plate InslilNe,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona.CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838402 20-DD2646 A59 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:35 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-r9ybWRXVb09kZzpanZ7pJpgzMt8ArVmaTgvMGTz3Pel 2-11-12 3-7-14 8-1-10 2-11-12 0-8-24.5-12 0.50112 Scale=1:15.3 I 3x4= 3z5=2x3 I 3x4= 1 2 3 8 9 4 P I III - o m o 6 x/ 3x4= 3x4= < > I 7 5 2x3 II 3-7-14 5-8-0 8-1-10 I 3.7.14 2-0-2 2-5-10 Plate Offsets(X,Y)-- 14:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.02 6-7 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.18 Vert(TL) -0.05 6-7 >999 240 TCDL 8.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IBC2012lTPI2007 Matrix-R Weight:35 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=Mechanical,5=0-4-0 I Max Horz 7=-60(LC 10) Max Uplift 7=-73(LC 11),5=-82(LC 11) Max Gray 7=337(LC 1),5=354(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ITOP CHORD 2-3—322/57,3-4=-329/54,4-5=-329/110 BOT CHORD 6-7=185/422 WEBS 2-7=-432/201,4-6=0/292 NOTES- ' 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 2-11-12,Interior(1)2-11-12 to 7-11-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat root snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. I4)Provide adequate drainage to prevent water ponding. ��nCO P R of r, 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. `'G `u 6)Refer to girder(s)for truss to truss connections. ��\C �NGI N�'`:A? n /O2 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,5. ,77 9 I � 89200PE r /O ll y 14 2�1 4% All �I.. ' RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 BEFORE USE. Design valid for use only with Weir®connectors.This design Is based only upon parameters shown,and is for en 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 ' el(is always required for stability end 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 ANSU7PN Oual fy Criteria,DSB-89 and BCSI Sending Component 250 bug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838403 20-DD2646 A60 Roof Special 1 1 Job Reference(optional)_ __.-- Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:36 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-JLWzknY7MJHbA70mLHe2rODAFHUNayljiUlwovz3PeH 2-11-12 5-7-14 8-1-10 2-tt-12 2-8-2 2-5-12 0.50 112 Scale=1:15.3 3x4= 2x3 3x4= 3x4= 2 3 4 I 0 ' m m I 3x4= 63x4= I 7 5 2x3 II I 5-7-14 5- -0 8-1-10 5-7-14 0. -2 2-5-10 Plate Offsets(X,Y)— (4:0.1.12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.02 6-7 >999 240 MT20 185/148 I (Root Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(TL) -0.05 6-7 >999 240 TCDL 8.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IBC2012lTPI2007 Matrix-R Weight:35 lb FT=0% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std HOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=Mechanical,5=0-4-0 I Max Horz 7=-59(LC 10) Max Uplift 7=-83(LC 10),5=-82(LC 11) Max Gray 7=376(LC 28),5=337(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ITOP CHORD 2-3=336/57,3-0—340/57,4-5=-314/102 BOT CHORD 6-7=-182/479 WEBS 2-7=-481/207,4-6=0/304 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2ps1;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 2-11.12,Interior(1)2-11-12 to 7-11-14 zone;cantilever left and right exposed;end • vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3) Unbalanced snow loads have been considered for this design. I4) Provide adequate drainage to prevent water ponding. �� kcj P R QF rss 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. F 6) Refer to girder(s)for truss to truss connections. ���C. LNG I N��9 �Q 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,5. i ' 9 `� 89200PE `� I r/ OREGON �Q G'O�4ik 14 201 P ' MARILN-�' RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall y� building design. Bracing indicated is to prevent buckling of individual truss web andior chord members only.Additional temporary and permanent bracing Ml lek' is always required for stabitly 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 ANSVfplf dually Criteria,OSB-B9 and BCSI Building Component 250 Slug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 928130 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838404 20-DD2646 A61 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:46:36 2021 Page 1 I ID:Uz76p9Pw3CCW5KptXKXkgHzFGlI-JLWzknY7MJHbA7OmLHe2r0D91HUJaywjiUfwovz3PeH 2-11-12 I 7.7.14 8-1-10 2-11-12 4-8-2 0-5-12 Scale=1:15.3 I 2x3 13x4= 1 2 7 3x4=3 ii - e e I 3x4= 53x4= 6 4 2x3 II I 5-8-0 7-7-14 8-1-10 I 5-8-0 1-11-14 1 0-5-12 Plate Offsets(X,Y)-- (3:0-1-12,0-1-8) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.02 5-6 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(TL) -0.05 5-6 >999 240 I TCDLBCLL 8.00.0 Rep Stress!nor YES WB 0.14 Horz(TL) 0.00 4 n/a Na BCDL 10.0 Code IBC2012/TPI2007 Matrix-R I Weight:341b FT=O% LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 on puriins, BOT CHORD 2x4 OF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=Mechanical,4=0-4-0 I Max Horz 6=54(LC 9) Max Uplift 6=-82(LC 8),4=-82(LC 9) Max Gray 6=337(LC 1),4=337(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ITOP CHORD 2-3=-337/56,3-4=-312/110 BOT CHORD 5-6=-205/472 WEBS 2-6=-470/213,3-5 3/307 NOTES- ' 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=60f1;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 2-11-12,Interior(1)2-11-12 to 7-11-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3) Provide adequate drainage to prevent water ponding. I4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �`c. 40 PROF Oren 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. ��CO• �140,I Ne - /0 29 K• 89200PE I G �OREGON L�� iO gf'14201P MRRIU- 1- 1 RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE Design valid for use only with MITekt5 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 lass web and/or chord members only.Additional temporary and permanent bracing MliTek' is always required tor stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of lasses and truss systems,see ANS47PI7 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Chain Highway,Suite 203 Weldon,MD 20601 Corona,CA 92880 ' Job Truss Truss Type Oty Ply Timbedech-Dartmouth North 20-D02848 B-DT ROOF SPECIAL 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 22 2021 MiTek Industries,Inc.Wed Jun 23 13:16:46 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-Zc22KI6FChhu52e41288W8aQ1 Fpyam?5gglISuz3MZD 5-6-13 12-7-12 I 20-1-10 5-6-13 7-0-15 7-5-15 Scale=1:34.6 i 4x8= 5x14= J 0.50 112 ' 12 1 3x5= 2 3x6= — 3 4x9= 45 1 , II v 1 t1 10 9 8 3x4 3x4 3x5= 4x8= 7 6 3x6 II I 2-0-6 9-1-4 16-2-3 20-1-10 2-0-6 7-0-15 7-0-15 3-11-7 IPlate Offsets(X,Y)-- 11:0-3-8,0-2-141,[3:0-2-8,0-1-B],[4:0-4-0,0-2-01,[7:0-3-0,0-1-01,[8:0-2-4,0-1-12],[13:0-3-4,0-1-14] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) 0.15 8-9 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.70 Vert(TL) -0.30 8-9 >769 240 ITCDL 8.0 Rep Stress Ina NO WB 0.99 Horz(TL) 0.04 7 n/a Na BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:90 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc pu dins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except BOT CHORD Rigid ceiling directly applied or 3-11-1 oc bracing. 4-7:2x4 DF No.2,1-11:2x6 DF No.2 OTHERS 2x6 DF No.2 REACTIONS. (lb/size) 7=848/0-4-0 (min.0-1-8),13=824/0-5-8 (min.0-1-8) Max Horz 13=-2202(LC 50) Max Uplift 7=-975(LC 53),13=-667(LC 68) Max Gray 7=1390(LC 36),13=1160(LC 37) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-1165/603,1-2=-1653/1606,2-3=-3420/2446,3-4=-2777/2122,4-7—1324/966 BOT CHORD 10-11=-1460/1418,9-10=-2177/2737,8-9=2542/3384,7-8=-1433/1439,6.7=-813/813 WEBS 3-9=-1453/1558,1-10=-662/1237,2-10=-1934/1394,2-9=-1191/1581,3-8=2039/1971, ' 4-8—2112/2690 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2ps1;BCDL=6.0psf;h=60f1;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Corner(3)0-8-4 to 3-8-4,Exterior(2)3-8-4 to 20-1-10 zone;cantilever left and right exposed;end vertical lett and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 QED P R OFF 3)Unbalanced snow loads have been considered for this design. ��CjD���? N E��s+/0 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \ 1, 5)Bearing at joint(s)13 considers parallel to grain value using ANSI/I-Pi t angle to grain formula. Building designer should verify „7:_ I capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 975 lb uplift at joint 7 and 667 lb uplift at 89200PE joint 13. 7)This truss has been designed for a total drag load of 7000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-1-10 for 347.6 plf. 4, ' 8)This truss has been designed for a total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist 41 drag loads along bottom chord from 19-1-10 to 20-1-10 for 3000.8 plf. OREGON Kt, 7 • 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. G 4 Y oa\/ LOAD CASE(S) Standard /Q 4 2 P I MFRRIO- Q' RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 verily the applicability of design parameters and properly incorporate this design into the overall 1�building design. Bracing indicated is to prevent buckling of individual truss web and/sr chord members only.Additional temporary and permanent bracing Ml lek' 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 lasses and truss systems,see ANSUIP/f Quality Criteria,DSB-89 end BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Insttute,2670 Crain Highway,Suite 203 Waldorf,MO 208m Corona,CA 92880 IJob Truss Truss Type Oty Ply .Timbertech-Dartmouth North 20-DD2646 B-DT2 ROOF SPECIAL 7 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR,97015,Mkek 8.430 s Mar22 2021 MTek Industries,Inc.Wed Jun 231376:072021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-Gj3YkkdXr5Xigl?C8xvWM UNODIsmVUFY3OnKdWnz3MZs 7-11-15 l 15-0-13 22-1-12 29-5-10 7-11-15 7-0-15 7-0-15 7-3-15 Scale=1:51.1 4x8= 0.50112 5x16= I 1 8 3x6 2 3x4= 4x6= 3 3x7= 4 5 19 4x6= 7 CV 41 m 15 14 13 12 11 10 I 3x4 11 4x6= 3x5= 3x8 M18SHS= 4x8 M18SHS= qx5x5 3x4= II 4-5-7 11-6-6 18-7-4 25-8-3 29-5-10 4-5-7 7-0-15 7-0-15 7-0-15 3-9-7 IPlate Offsets(X,Y)-- [1:0-5-0,0-3-6],[5:0-3-0,0-1-8],[9:0-3-0,0-2-0],[10:0-4-0,0-2-4],[17:0-3-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) 0.40 11-13 >851 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.88 Vert(TL) -0.75 11-13 >457 240 M18SHS 185/148 ITCDL 8.0 Rep Stress!nor NO WB 0.88 Horz(TL) 0.10 9 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:151 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, BOT CHORD 2x4 DF ND.1&BtrI except end verticals. WEBS 2x4 HF Std"Except" BOT CHORD Rigid ceiling directly applied or 3-8-10 oc bracing. 6-9,1-14,6-10:2x4 DF No.2,1-15:2x6 DF No.2 OTHERS 2x6 DF No.2 IREACTIONS. (lb/size) 9=1249/0-4-0 (min.0-1-12),17=1226/0-5-8 (min.0-1-8) Max Holz 17=2271(LC 50) Max Uplift 9=-992(LC 53),17=-680(LC 68) Max Gray 9=1640(LC 36),17=1442(LC 37) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-1403/683,1-18=-2268/1430,2-18=-2555/1784,2.3=-5150/2971,3-4—5196/2418, 4-5=-5802/3246,5-19=-2783/1197,19-20=-2819/1303,6-20=-3430/2106,6-9—1575/979 BOT CHORD 14-15=-1512/1496,13-14=-2536/4109,12-13=-3199/5748,11-12=-3343/5855, ' 10-11=-3034/5049,9-10=-954/967,8-9=-813/813 WEBS 1-14=-1071/2212,2-14=-2119/1278,2-13—906/1514,3-13=-1380/1187,3-11=-959/1137, 5-11=-1091/1442,5-10=-2678/1993,6-10=-2067/3373 NOTES- I1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.opsf;h=60f;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable ed zone and C-C eft andrrght exposed;C-C for members and forces&t MWFRS 3o r reactions shown Lumber DOL=l.60 plate grpoDOL=160vertical K.,'C- Pi 0(S 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ,..,CO LNG(N EE9 /Q2 3)Unbalanced snow loads have been considered for this design. 9 I4)All plates are MT20 plates unless otherwise indicated. 89200PE 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. - . 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 992 lb uplift at joint 9 and 680 lb uplift at .- , ' joint 17. 8)This truss has been designed for a total drag load of 7000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist y OREGON 44/ drag loads along bottom chord from 0-0-0 to 29-5-10 for 237.5 plf. 4 �� 9)This truss has been designed for a total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist Q '9 y 14 2� P drag loads along bottom chord from 28-5-10 to 29-5-10 for 3000.0 plf. I10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MHRiI."�- LOAD CASE(S) Standard RENEWAL DATE:12-31-2021 June 23,2021 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTekW 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 propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Addilional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and p,urredy damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSf/7PH au el/ry Criteria,OBBa9 and SCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,2870 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838407 20-DD2646 B-DT4 FLAT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:12 2021 Page 1 I ID:Uz?8p9Pw3CCW5Kp1XKXkgHzFGli-VpKFtbiLlpNzitjDzRMYkGCUM_3133BQsmQv79Lz3Pcn 2-7-15 7-4-13 I 10-0-12 2-7-15 4-8-14 2-7-15 Scale=1:17.9 I4x8 M18SHS II 4x8= 4x8= 4x8 M18SHS II 1 2 9 10 11 12 3 4 I o a a I > 7 :�yi��i�i4444,'�� v` : :9:44 8 6 5 5x8 M18SHS= 5x8 M18SHS= 1 ' _ 5-0-6 8-4-0 10-0-12 _ ] 5-0-6 3-3-10 1-8-12 Plate Offsets(X,Y)-- [2:0-3-4,0-2-8],[3:0-3-4,0-2-8],[4:Edge,0-3-8],[5:Edge,0-2-12],[8:Edge,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.08 7-8 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.93 Vert(TL) -0.14 7-8 >680 240 M18SHS 185/148 I TCDL 8.0 Rep Stress herNO WB 0.86 Horz(TL) 0.06 5 Na Na BCLL 0.0 Code IBC20121TPI2007 Matrix-R Weight:64 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x10 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 HF Std'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-8,4-5:2x4 DF No.2 ' REACTIONS. (size) 8=0-6-8,5=2-0-4,6=0-3-8 Max Horz 8=-52(LC 8) Max Uplift 8=-458(LC 30),5=494(LC 33),6=-10(LC 30) Max Gray 8=3190(LC 2),5=2958(LC 2),6=359(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-1004/62,1-2=-670/632,2-3=3966/615,3-4=-621/616,4-5=-956/83 BOT CHORD 7-8=-809/4093,6-7=792/4013,5-6=-848/4013 WEBS 2-8=-4305/881,2-7=-664/794,3-7=-672/823,3-5=-4517/885 ' NOTES- 1)Wind:ASCE 7-10;Vutt=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h�Oft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water pending. �O PROF 4)All plates are MT20 plates unless otherwise indicated. Q� Fs 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C? LNG I N �n wo 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=Ib) ,,77 8=458,5=494. 'y I7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer Q 89200PE must review loads to verify that they are correct for the intended use of this truss. / 8)This truss has been designed for a total drag bad of 260 pit.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 10-0-12 for 260.0 plf. 1 ' 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard - 4,OREGON �<C/� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 4. Uniform Loads(plf) O Y 7 4,2C) �p'�- Vert:1-4=-491(F=425),5-8=-20 MFR RI O- ' 2)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-646(F=-592),5-8=-20 RENEWAL DATE: 12-31-2021 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. imim Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not •I 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 buss web and/or chord members only.Additional temporary and permanent bracing MiTek• ,. is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPlf Quality Criteria,DSB-89 and BM Building Component 250 Klug Circle Safety hr/ormatian available from Tress Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20801 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838407 20-DD2646 8-DT4 FLAT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:12 2021 Page 2 I D:Uz?6p9Pw3CC W 5KptXKXkq HzFGIi-VpKFtbl LlpNzit]DzRMYkGC U M_3B3BOsm0v?9Lz3 Pcn LOAD CASE(S) Standard 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1.4=211(F=-195),5-8=-40 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=152(F=195),4-9=-167(F=-195),5-8=-12 Horz:1-8=23,4-5=38 I 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-12=-167(F=-195),4-12=-152(F=-195),5-8=-12 Horz:1-8=-38,4-5=-23 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 1 Uniform Loads(plf) Vert:1-4—225(F=195),5-8=-20 Horz:1-8=-27,4-5=-35 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ' Vert:1-4—225(F=195),5-8=-20 Horz:1-8=35,4-5=27 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4—163(F=195),5-8=-12 Horz:1-8=16,4-5=21 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-4=-163(F=-195),5-8=-12 Horz:1-8=-21,4-5—16 I 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-182(F=-195),5-8=-20 Horz:1-8=28,4-5=10 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Vert:1-4=-182(F=195),5-8=20 Horz:1-8=-10,4-5=-28 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ' Veil:1-11=-163(F=-195),4-11=-175(F=-195),5.8=-12 Horz:1-8=14,4-5=15 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=175(F=-195),4-10=-163(F=-195),5-8=-12 Horz:1-8—15,4-5=-14 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-175(F=-195),5-8=-12 Horz:1-8=7,4-5=15 ' 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-4=-175(F=-195),5-8=-12 Horz:1-8=-15,4-5=-7 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(pit) Vert:1-11=-182(F=-195),4-11=-195(F=-195),5-8=-20 Horz:1-8=25,4-5=4 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) 1 Vert:1-10—195(F—195),4-10—182(F=-195),5-8=-20 Horz:1-8=-4,4-5=25 18) Dead:Lumber Increase=0.90,Plate Increase l.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-4=511(F—495),5-8=-20 I 19) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Lett):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-625(F=-592),5-8=-20 Horz:1-8=21,4-5=7 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Vert:1-4=-625(F=-592),5-8=-20 Horz:1-8=-7,4-5=-21 21) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-11=625(F=-592),4-11=-634(F=-592),5-8=-20 Horz:1-8=19,4-5=3 : .1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* ek' is always required for stability and to prevent collapse with possible personal injury end property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSLTPi1 Quality Criteria,DSB-B9 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Oty 'Ply Timbertech-Dartmouth North K9838407 20-DD2646 B-DT4 FLAT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:12 2021 Page 3 IID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-VpKFtbiLlpNzitjDzRMYkGCUM_363BOsmQv79Lz3Pcn LOAD CASE(S) Standard 22) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Vert:1-10=-634(F=-592),4-10=625(F=592),5-8=-20 Horz:1-8—3,45=-19 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-481(F=-425),5-8=-20 I I I I I I I I I Ill 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid br 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 111111. building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required br 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 ANSYIPII Quality Criteria„DSB-89 and BCSI Building Component 250 King Circle Safety Information available from Truss Plate Institute,2970 Crain Highway,Suite 203 Waldorf,MD 20801 Corona,CA 92880 Job Truss Truss Type Qty Ply Timbertech-Dartmouth North I 20-DD2646 B-DT5 ROOF SPECIAL a 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015,Mhek 8.430 s Mar 22 2021 Weir Industries,Inc. Wed Jun 23 11:37:33 2021 Paget ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-ozjoWX2ucOQgAuuahupggLRhZmIdpWKaThkhyZz300G ' 7-8-2 14-3-8 I 20-10-13 27-7-7 7-8-2 6.7.6 6-7-6 6-8-10 Scale:1/4'=1' I 6x10= 050112 6x16= 1 185 3x4= 3x8 M18SHS= 3 3x6= 5 4x5= 19 67 15 20 14 13 12 11 10 9 8 3x4 I I4x6= 3x4= 3x4= 3x8 M18SHS= 4x9= 3x5 II I 4-4-7 10-11-13 17-7-2 I 24-2-8 27.7.7 4-4-7 6-7-6 6-7-6 6-7-6 3-4-15 IPlate Offsets(X,Y)-- [1:0-7-4,0-3-0],[5:0-2-12,0-1-8],[6:0-2-4,0-1-12],[9:0-3-0,0-1-8],[10:0-4-8,0-2.8],[17:0-3-13,0-2-14] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) 0.36 12-13 >899 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.97 Vert(TL) -0.64 12-13 >496 240 M18SHS 220/195 ' TCDL 8.0 Rep Stress Ina NO WB 0.95 Horz(TL) 0.10 9 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:122 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Bar*Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-7:2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 3-6-4 oc bracing. BOT CHORD 2x4 OF No.1&Blr'Except' 8-11:2x4 OF No.2 WEBS 2x4 HF Sot*Except' 6-9,6-10:2x4 DF No.2,1-15:2x8 DF No.2 IOTHERS 2x6 DF No.2 REACTIONS. (lb/size) 9=1167/0-4-0 (min.0-1-11),17=1143/0-5-8 (min.0-1-8) Max Horz 17=-2573(LC 72) Max Uplift 9=-1007(LC 77),17=-694(LC 108)' Max Gray 9=1594(LC 44),17=1387(LC 45) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-1344/695,1-18=-2266/1625,2-18=-2354/1715,2-3=-4581/2748,3-4=-4434/2117, 4-5=-5065/2949,5-19=-2263/1024,6-19=-2896/1858,6-9—I536/994 BOT CHORD 15-20=3334/2606,14-20=-3462/3447,13-14=-3607/4623,12-13=-3171/5236, 11-12}1918/3925,10-11=-2725/4346,9-10=946/942,8-9=-813/813 WEBS 1-14=-1080/2074,2-14=-1958/1249,2-13=-920/1405,3-13=-1275/1166,3-12=-1012/1160, 5-12=-1122/1433,5-10=-2509/1921,6-10=-1897/2948 INOTES- aED PROr e- 1)Wind:ASCE 7-10;Vult=130mph Vasd=1 D3mph;TCDL=4.2psf;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) .��`, ss andgable end zone and C-C righ exposed C C orr members a d forc s&MWFRS)0-9-2 to 3-9-2, (or eact ns showrc Lumber cantilever DOL I1 60 plate grip DOL=1.60eft and right exposed;end vertical left �C. V-IA NEF9 /0�9 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design.I $92��PE 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i/ 6)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ' 460 • _ - capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1007 lb uplift at joint 9 and 694 lb uplift °y OREGON �(/� at joint 17. G4f.4. R 8)This truss has been designed for a total drag load of 7000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Canned truss to resist /O "1.y 14 Se' drag loads along bottom chord from 0-0-0 to 27-7-7 for 253.4 plf. ,1I��R'L`�P truss9)This has been designed for a total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist ,7 drag loads along bottom chord from 26-7-7 to 27.7.7 for 3000.0 plf. _ 10)This truss has been designed for a total drag load of 5000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-0,26-7-7 to 27-7-7 for 2500.4 plf. RENEWAL DATE:12-31-2021 11)This truss has been designed for a total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist June 23,2021 drag loads along bottom chord from 0-0-0 to 1-0-0,26-7-7 to 27-7-7 for 1500.3 plf. 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and is loran 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 r� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI ek' 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 AN61?PI1 QualHy Criteria,GSB 69 and BCSI Building Component - 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type City Ply Timberteoh-Dartmouth North L0-DD2646 B-DT5 ROOF SPECIAL 8 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 222021 MiTek Industries,Inc.Wed Jun 23 11:37:34 2021 Paget ID:Uz76p9Pw3CCW5KpfXKXkgHzFGli-u9HBjt3W NJYho2TmFcKvr.7n-,19esYzajiLTEU7z3ODF INOTES- 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard I I I I I I I I I I I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. f 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 andror chord members only. Additional temporary and permanent bracing Mi ek • 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 ANSUTP/f OuaNty Criteria,DSB-89 and BOWBuilding Component 250 Klug Circe Safety Information available born Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 1 Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838409 20-DD2646 B-DT7 ROOF SPECIAL SUPPORT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:17 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-m78wJmTZM7FoecAIykRJvNF?rckQdbwicmgZz3Pci 4-1-2 0-B-e I 17-8-14 4-1-2 6-7-6 7-0-6 Scale=1:29.3 0.50 112 2x4 II 3x6= 2 ' 3x6= 3 4x8= 4 co II 7 64x6= 85x5= 3x5= 5 3x5 II I 1 0-9-7 I 7-4-13 14-0-3 17-8-14 0-9-7 6-7-6 6-7-6 3-8-11 Plate Offsets(X,Y)-- [3:0-2.12,0-1-8],[4:0-3-0,0-2-0],[5:0-3-0,0-0-12],[6:0-2-4,0-1-12],[8:0-2-8,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.11 6-7 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 rt(TL) -0.23 6-7 >928 240 ' TCDL 8.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.04 5 n/a n/a BCLL 0.0 Code IBC2012?PI2007 Matrix-Ft Ve Weight:74 lb FT=D% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc pudins, ROT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Excepl' BOT CHORD Rigid ceiling directly applied or 3-11-1 oc bracing. 4-5:2x4 DF No.2 ' REACTIONS. (size) 8=0-5-8,5=0-5-8 Max Horz B=-82(LC 39) Max Uplift 8=-729(LC 48),5=-1017(LC 41) Max Gray 8=1129(LC 33),5=1344(LC 32) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=1628/1571,2-3=-3085/2333,3-4=-2673/2182,4-5=-1281/1012 BOT CHORD 7-8=-2123/2461,6-7=-2550/3141,5-6=-1456/1467 WEBS 2-8=-2137/1612,2-7=-1275/1635,3-7=-1524/1638,3-0_2029/1977,4-6=-2191/2714 I NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.11;Exp R;Enclosed;MWFRS(envelope) gable end zone and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 17-7-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 1 3)Unbalanced snow loads have been considered for this design. nEO PPQF�s 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `` 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �G�LNG I N FR so 8=729,5=1017. 'T 6)This truss has been designed for a total drag load of 7000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist 7 drag loads along bottom chord from 0-0-0 to 17-8-14 for 394.6 plf. •8?2OOPE f I �G deOREGON �� /O 4Y14 20 Q- ` e. ` MFRRILx- RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with M7ekrS connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truce 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.Addiliorel temporary and permanent bracing M[Tek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSYIPI7 OuN@y Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech•Dartmouth North K9838410 20-DD2646 B-DT8 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:19 2021 Page 1 ' ID:U gH z?6p9Fw3CCW5KptXKXkzFGIio9FvL?ok5zFz l ymZtP?CWk_igoV_CN3uNO5tvRz3Pcg 5-5-5 6-9-3 2-6-3 13-2-14 19-8.10 20 0r2 5-5-5 ' 1-3-15 5-9-0 0-8-11 6-5-12 0'-3-6 Scale=1:33.3 I0.50 112 3x5= 3x4= ' 12 2 3x4= 3x6= 3 4 13 4x7= 5 0 ' 10 9 8 7 4 11 3x4= 3x4= 3x8 M18SHS= 6 2x4 14x6= 3x5 II I 1 1-113 1 8-11-12 16-0-10 20-0-2 I 1-10-13 7-0-15 7-0-15 3.11-8 Plate Offsets(X,Y)-- [6:0-2-12,0-1-B],[8:0-2-4,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.14 8-9 >999 240 MT20 185/148 ' (Roof Snow=25.0) Lumber DOL 1.15 BC 0.73 Vert(TL) -0.31 8-9 >764 240 M78SHS 220/195 TCDL 8.0 Rep Stress InaNO WB 0.81 Horz(TL) 0.07 6 n!a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:64 lb FT=O% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except' BOT CHORD Rigid ceiling directly applied or 3-10-10 oc bracing. 5-6:2x4 DF No.2 REACTIONS. (size) 11=0-4-0,6=0-4-0 -1111 Max Horz 11=-478(LC 38) Max Uplift 11=-406(LC 48),6=530(LC 41) Max Gray 11=969(LC 33),6=1061(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-959/381,1-2=-1067/749,2-3=-2726/1300,3-5=2120/1110,5-6=-1001/521 BOT CHORD 10-11=-446/466,9-10=-617/1946,8-9=-1766/3132,6-8—2627/2642 WEBS 3-9=-670/787,1-10=-406/1075,2-10=-1521/818,2-9=-509/895,3-8—1384/1040, 5-8=-1027/1965 INOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=60fl;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 19-10-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 op PROFtS 3) Unbalanced snow loads have been considered for this design. P c 4)All plates are MT20 plates unless otherwise indicated. �G� �.aoINEk• tr/O 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. v`_ 49 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �C/ -q 11=406,6=530. 89200PE• r 7)This truss has been designed fora total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 19-0-2 to 20.0.2 for 3000.0 plf. -j I y' 41OREGON <v� /O 1 Y 14 2-°\tq • MERRILL Q,P IRENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.5/19/2020 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 verity 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 Ml lek' is always required for stability and to prevent collapse we possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS!?PI7 Quality Criteria.DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20801 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838411 20-0D2646 8-DTA ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:21 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-kYMfmgp_daVhHGvx_g1gc9349cGXgEmArKaz_Kz3Pce 5-6-13 12-7-12 17-9-12 18-9-12 20-1-10 5.6.13 7-0-15 5-2-1 1-0-0 1-3-14 Scale=1:33.6 ' 4x9= 4x6= 11555 0.50112 I i 1 • 3x5= _ 4x7 II 2 34 4x8M18SHS II 3x6 II 1 4 5 6 7 4 - ' 1316 12 11 10 9 8 3x5 II 3x4= 3x5= 4x4= 5x6 11 5x5= QQ 5-8 2-0-6 9-1-4 16-2-3 18-9-12 20-1-10 A-S-A 1-6-14 7.0.15 7-0-15 2-7-9 1-3-14 Plate Offsets(X,Y)-- [1:0-1-8,0-1-13],[2:0-2-4,0-1-8],[4:0-4-12,0-1-8],[5:0-5-8,Edge],[6:0-4-0,0-1-8],[8:0-2-8,0-3-0],[10:0-2-0,0-2-8],[13:0-3-0,0-1-8] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) n/a - n/a 999 MT20 165/148 ' (Roof Snow=25.0) Lumber DOL 1.15 BC 0.34 Vert(TL) n/a - n/a 999 M18SHS 185/148 TCDL 8.0 Rep Stress!nor NO WB 0.99 Horz(TL) -0.02 7 n/a n/a BOLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:105 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 4-8-4 oc bracing. OTHERS 2x6 DF No.2 I REACTIONS. All bearings 19-8-2. (Ib)- Max Horz 13=-287(LC 38) Max Uplift All uplift 100 lb or less at joint(s)except 7=300(LC 72),8=1927(LC 70),13=-961(LC 42),11=461(LC 41),12=-366(LC 41),10=-1163(LC 71),9=-3929(LC 73) Max Gray All reactions 250 lb or less at joint(s)except 7=312(LC 73),8=1953(LC 71),13=888(LC 41), ' 11=835(LC 32),12=621(LC 32),10=1578(LC 70),9=3992(LC 72) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=945/910,1-2=1293/1317,2-3—1385/1401,34=1178/1176,4-5=-772/791, 5-6=429/423,6-8=936/926 BOT CHORD 12-13=-774/724,11-12=-1558/1444,10-11=-1805/1782,9-10=-1323/1341,8-9=-836/819 WEBS 3-11=1270/1271,1-12=-1143/1254,2-12=-1417/1386,2-11=1676/1828, 3-10=-1375/1415,4-10=-1979/1857,5-9=-2427/2407,4-9=-3423/3362,5-8—1223/1259 NOTES- 1 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=601t;Cat.II;Exp B;Enclosed;MWFRS(envelope) �p PROF gable end zone and C-C Comer(3)0-4-8 to 3-4-8,Exterior(2)3-4-8 to 20-1-10 zone;cantilever left and right exposed;end vertical , tGp. Fss left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �Gj 'NG (� �'7 /O� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ,7 3)Unbalanced snow loads have been considered for this design. 9 I4)All plates are MT20 plates unless otherwise indicated. 89200PE 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 300 lb uplift at joint 7,1927 lb uplift at �v joint 8,961 lb uplift at joint 13,461 lb uplift at joint 11,366 lb uplift at joint 12,1163 lb uplift at joint 10 and 3929 lb uplift at joint 9.' 8)Load case(s)70,71,72,73 has/have been modified.Building designer must review loads to verify that they are correct for the 4. OREGON �(/� intended use of this truss. 9)This truss has been designed for a total drag load of 7000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist Et drag loads along bottom chord from 0-5-8 to 20-1-10 for 355.8 ell. ,O 44Y 14 2O �P. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 'RR11-.- 11)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward ��77 n movement at the bearings.Building designer must provide for uplift reactions indicated. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at RENEWAL DATE:12-31-2021 18-9-12,and 5200 lb down and 5200 lb up at 17-9-12 on top chord. The design/selection of such connection device(s)is the June 23,2021 responsibility of others. f M e A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.5/19/2020 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,notNil 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 lams 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 ANSUTP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Nog Circle Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838411 20-DD2646 B-DTA ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 2311:48:21 2021 Page 2 IID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-kYMfmgp_daVhHGvx_gl gc9349cGXgEmArKaz_Kz3Pce LOAD CASE(S) Standard Except: 70) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-8=-16(F),6-7=-16(F),8-13=-20(F) Concentrated Loads(Ib) Vert:4=5200(F)5=5200(F) 71) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-6=-16(F),6-7=-16(F),8-13_20(F) Concentrated Loads(Ib) Veil:4=5200(F)5=-5200(F) 72) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-6=-16(F),6-7=-16(F),8-13=20(F) Concentrated Loads(Ib) Vert:4=-2800(F)5=-2800(F) 73) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Veil:1-6=-16(F),6-7=-16(F),8-13=-20(F) Concentrated Loads(Ib) Veil:4=2800(F)5=2800(F) I I 1 I I I I I I I • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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,notMil i a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall y�building design.Bracing indicated is to prevent buckling of individual truss web andror 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 ANSI7PI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838412 20-DD2646 B-DTB ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:24 2021 Page 1 ' 5-6-13 ID:Uz?6p9Pw3CCW5KpIXKXkgHzFGli-872o0isswVtG8jeWlyaNDohb2pHttfadXlpeafz3Pcb I 12-7-12 I 17-9-12 118-9-12 1 20-1-10 5-6-IS 7-0-15 5-2-1 1-0-0 1-3-14 Scale=1:35.8 1 4x6= 4x9= 0.50 112 1 1 3x4= 2 3x4= 3x7 "8 I I 3 4x4 11 4 5 67 1 rhW 1 14 13 12 11 10 3x4= 3x4= 3x4= 3x4= 9 8 5x8 M18SHS= 3x5= 2-0-6 I 9-1-4 I 16-2-3 18-9-12 20-1-10 2-0-6 7-0-15 7-0-15 2-7-9 1-3-14 I Plate Offsets(X,Y)-- [1:0-3-4,0-2-0],[4:0-4-0,0-1-8],[5:0-4-12,0-1-121,[9:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.05 12 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) -0.12 11-12 >999 240 M18SHS 185/148 I TCDL 8.0 Rep Stress Ina- NO WB 0.72 Horz(TL) 0.04 9 Na Na BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:210 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-14:2x4 DF No.2 OTHERS 2x6 DF No.2 IREACTIONS. (size) 9=0-4-0,16=0-5-8 Max Horz 16=-2215(LC 50) Max Uplift 9=-4792(LC 115),16=-641(LC 68) Max Gray 9=5505(LC 114),16=1141(LC 37) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 14-16=-283/220,1-16=-1139/577,1-2=-1683/1625,2-3=-3513/2491,3-4=-5234/3816, 4-5=3857/3371,5-6=-445/386,6-9=-768/719 BOT CHORD 13-14=-1413/1375,12-13=-2230/2833,11-12=2591/4217,10-11=-467715568, ' 9-10=-3364/3849,8-9=-813/813 WEBS 3-12=1424/1525,1-13=-646/1228,2-13_1934/1393,2-12=-1155/1561,3-11—1932/1897, 4-11=-1122/1440,4-10=-4810/4104,5-10=3290/3808,5-9=-5644/4943 NOTES- , 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: ,�� P R Oren Top chords connected as follows:2x4-1 row at 0-4-0 oc,2x6.2 rows staggered at 0-3-0 oc. �� F Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. �C� �taG I N �'T wm Webs connected as follows:2x4-1 row at 0-9-0 oc. ,7 2)All loads are considered equally applied to all plies,except it noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to "9 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Q $92�QP� ' 3)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Comer(3)0-7-4 to 3-7-4,Exterior(2)3-7-4 to 20-1-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 I 5)Unbalanced snow loads have been considered for this design. Q OREGON �[/¢ 6)All plates are MT20 plates unless otherwise indicated. �` 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /O�•9 y f 4 201 A 8)Bearing at joint(s)16 considers parallel to grain value using ANSI/1'PI 1 angle to grain formula. Building designer should verify nP capacity of bearing surface. MEp R'I.L V 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4792 lb uplift at joint 9 and 641 lb uplift e7 at joint 16. 10) Load case(s)112,113,114,115 has/have been modified.Building designer must review loads to verify that they are correct for the RENEWAL DATE:12-31-2021 intended use of this truss. June 23,2021 11)This truss has been designed for a total drag load of 7000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with Mrelc®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 Mltek' Off 250 Mug Circle 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 ANSUTP/f Quality Criteria,OSB-89 and SCSI Building ComponentSalary Information available from Truss Plate Instttute,2670 Crain Highway,Suite 203 Waldort,MD 20601 Corona,CA 92880 IJob Truss Truss Type �Oty Ply Timbertech-Dartmouth North K9838412 20-DD2646 B-DTB ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:25 2021 Page 2 I D:Uz?6p9Pw3CC W 5KptXKXkgHzFGli-cJcAc2sV hp071tDj Dg5cm?EmoDd6c6gmmyYB75z3 Pca I NOTES- 12)This truss has been designed for a total drag load of 3000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 19-1-10 to 20-1-10 for 3000.8 plf. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 18-9-12,and 5200 lb down and 5200 lb up at 17-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 112) User defined:Lumber Increase=2.00,Plate Increase=2.00 I Uniform Loads(plf) Vert:1-6=16(F),6-7=-16(F),8-14=-20(F) Concentrated Loads(lb) Vert:4=-5200(F)5=5200(F) 113) User defined:Lumber Increase=2.00,Plate Increase=2.00 I Uniform Loads(plf) Vert:1-6—16(F),6-7—16(F),8-14=-20(F) Concentrated Loads(Ib) Vert:4=5200(F)5=-5200(F) 114) User defined:Lumber Increase=2.00,Plate Increase=2.00 I Uniform Loads(pit) Vert:1-6=-16(F),6-7=-16(F),8-14=20(F) Concentrated Loads(Ib) Vert:4=-2800(F)5=-2800(F) 115) User defined:Lumber Increase=2.00,Plate Increase=2.00 I Uniform Loads(plf) Vert:1-6—16(F),6-7=16(F),8.14=-20(F) Concentrated Loads(Ib) Vert:4=2800(F)5=2800(F) I I I I I • I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII4973 rev.5r19R020 BEFORE USE 11111. 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 Mllek' 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 ANSIrTPI7 Quality Criteria,DSB419 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838413 20-DD2646 B01 ROOF SPECIAL 13 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:33 2021 Page 1 ' 5-6-13ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-BJTWhGEbutSV10 APf24tyGpcObH6osyRI8z3Pd0 I 2-7-12 20-1 0-1 5-6-13 I 7-0-15 7-5-15 Scale=1:34.7 4x6= 5x12= I 0.50112 3x4= 2 3x4= 3 3x9= e 5 1 m 1 '-do 11 10 9 8 R 2x3 II 3x4= 3x4= 4x5= 7 6 2x4 II I 2-0-6 9-1-4 16-2-3 20-1-10 2-0-6 7-0-15 7-0-15 3-11-7 Plate Offsets(X,Y)-- [1:0-3-8,0-3-1],[4:Edge,0-1-8],[7:0-1-12,0.0.8],[8:0-1-12,0-2-0] I LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in Ow) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.13 8-9 >999 240 MT20 185/148 (Roof Snow=25.0) I Lumber DOL 1.15 BC 0.64 Vert(TL) -0.29 8-9 >801 240 TCDL 8.0 Rep Stress Ina YES WB 0.77 Horz(TL) 0.03 7 n/a n/a BCLL 0.0 Code IBC2012/TPl2007 Matrix-R Weight:88 lb FT=O% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. 4-7:2x4 DF No.2 OTHERS 2x6 DF No.2 IREACTIONS. (size) 7=0-4-0,13=0.5.8 Max Horz 13=157(LC 10) Max Uplift 7=-201(LC 11),13=-174(LC 15) Max Gray 7=965(LC 21),13=939(LC 21) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-948/276,1-2=-593/191,2-3=-2332/500,3-4—1682/316,4.7=-907/210 BOT CHORD 9-10=-517/1807,8-9=-680/2609,7-8=-116/263 WEBS 3-9=323/250,1-10=-192/954,2-10=-1408/403,2-9=-37/589,3-8=-1044/382, 1 4-8—236/1507 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h�Oft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Comer(3)0-7-4 to 3-7-4,Exterior(2)3-7-4 to 20-1-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 C1t D t� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 -��```a Pn Of`ss 3)Unbalanced snow loads have been considered for this design. LNG I NLC":'9 n >, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,TT 5)Bearing at joint(s)13 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify �4 "9 capacity of bearing surface. Q 89200PE T 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 7=201,13=174. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. L4,OREGON a �v /O 4)014 20A MERRIt `' RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITE(REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITeisgl 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 r} building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml lek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see AN SVlP11 Qualify Criteria,058-89 and BCSI Building Component 1, 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waltlod,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838414 20-DD2646 B01FP ROOF SPECIAL 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:34 2021 Page 1 ' 5-6-13 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-cVluvcFVi8aM81gvkSheCFd5ZfDA92CG1W1_gYz3PtlN 12-7-12 17-9-12 118.9.121 20-1-10 5-6-13 I 7-0-15 5-2-1 1-0-0 1-3-14 Scale=1:35.8 I 4x6= 4x8= 0.50 112 1 3x4 a-- 2 3x4= 3x7 II 4x8 II 3 4 6 4x4 I: 67 I r6 1 -r? 14 13 12 11 70 2x3 3:c4 3z4= 3x4= 9 8 5x8 M18SHS= 3x5= I 2-0-6 I 9-1-4 I 16-2-3 18-9-12 1 20-1-10 2-0-6 7-0-15 7-0-15 2-7-9 1-3-14 Plate Offsets(X,Y)-- [1:0-3-8,0-2-0],[4:0-4-0,0-1-8],[5:0-4-12,0-1-12],[9:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) kdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.05 12 >999 240 MT2D 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) -0.12 11-12 >999 240 M18SHS 185/148 ii TCDLBCLL 8.00.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.04 9 rile n/a BCDL 10.0 Code IBC2012rfP12007 Matrix-R Weight:209 lb FT=0% LUMBER- BRACING- , TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x6 DF No.2 10-0-0 oc bracing:8-9. I REACTIONS. (size) 9=0-4-0,16=0-5-8 Max Horz 16=-158(LC 10) Max Uplift 9=-4792(LC 31),16=-173(LC 15) Max Gray 9=5505(LC 30),16=939(LC 21) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=947/274,1-2=-622/194,2-3=-3056/1196,3-4=-5234/3816,4-5=-3857/3371, 5-6—445/386,6-9=-768/719 BOT CHORD 12-13=-541/1870,11-12—2343/4217,10-11=-4677/5568,9-10=-3364/3849 WEBS 3-12=-1284/1268,1-13=175/953,2-13=-1432/475,2-12=-804/1434,3-11=-1621/1116, I 4-11=-447/1143,4-10=-4810/4104,5-10=-3290/3808,5-9=5644/4943 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-4-0 oc,2x6-2 rows staggered at 0-3-0 oc. `nC1tt t� ' Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. �4,`GD PROF`ss Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to �C `,AG I Nek. /O ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Vv y 3)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psh h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) ,4 gable end zone and C-C Comer(3)0-7-4 to 3-7-4,Exterior(2)3-7-4 to 20-1-10 zone;cantilever left and tight exposed;end vertical 89200PE left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 /�- 5)Unbalanced snow loads have been considered for this design. -L • 4� - 6)All plates are MT20 plates unless otherwise indicated. O / 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -�G OREGON L<!/�8)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity �,`capacity of bearing surface. �R 20� 9)Provide mechanical connection(by others)of truss to beating plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Q 14 9=4792,16=173. MERRil-k- �P 10) Load case(s)28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the C intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. RENEWAL DATE 12-31-2021 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at June 23,2021 18-9-12,and 5200 lb down and 5200 lb up at 17-9-12 on tap chord. The design/selection of such connection device(s)is the A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web anr chord members only. Additional temporary and permanent bracing le is always required for stability and to prevent collapse with possible personal Misty and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses end truss systems,see ANSUIP/1 al Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838414 20-DD2646 B01FP ROOF SPECIAL 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:34 2021 Page 2 IID:Uz?6p9Pw3CCW5KptxK(kgHzFGli-cVl uvcFVi8aM81 gvkSheCFd5ZfDA92CG 1 Wi_gYz3PdN LOAD CASE(S) Standard Except: 28) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-6=-16(F),6-7=16(F),8-14=-20(F) Concentrated Loads(Ib) Vert:4—5200(F)5=5200(F) 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-6=16(F),6-7=-16(F),8-14=-20(F) Concentrated Loads(Ib) Vert:4=5200(F)5=-5200(F) 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-6=-16(F),6-7=-16(F),8-14=-20(F) Concentrated Loads(Ib) Vert:4=-2800(F)5=-2800(F) 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) ' Vert:1-6=-16(F),6-7=-16(F),8-14—20(F) Concentrated Loads(Ib) Vert:4=2800(F)5=2800(F) I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary end permanent bracing Ml l(� ek'is always required for stability and to prevent collapse with possible personal Misty and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss system,see ANSVIP71 Quality Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838415 20-DD2646 B02 ROOF SPECIAL 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:35 2021 Page 1 • ID:Uz?6p9Pw3CCW5KptXKXkgHzFG11-4haG6yG7SSIDIBO61ACtkT9Dp3UjuUAPGARYM_z3rrPdM 5-5-5 73-15 5-9-0 I0-8--111I 19-8-10 6-5-12 0-3-62 Scale=1:33.3 I0.50112 3x5= 3x4= 1 2 2' 3x4= 3x6= 3 4 13 4x7= 5 I N m co----"-------------------- * 10 3x4=9 8 7 11 3x4= 2x4 3x8= 3z6= 6 3x4 II I 1-10-13 8-11-12 16-0-10 20-0-2 1-10-13 7-0-15 I 7-0-15 3-11-6 Plate Offsets(X,Y)-- [8:0-2-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (roc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TO 0.61 Vert(LL) -0.14 8-9 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.66 VeR(TL) -0.31 8-9 >764 240 TCDLBCLL 8.00.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.06 6 Na Na BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:84 lb FT=0% LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except' BOT CHORD Rigid ceiling directly applied or 7-10-10 oc bracing. 5-6:2x4 DF No.2 I REACTIONS. (size) 11=0-4-0,6=0-4-0 Max Horz 11=-85(LC 10) Max Uplift 11=-195(LC 15),6=-195(LC 11) Max Gray 11=962(LC 21),6=962(LC 21) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=947/172,1-2=-708/131,2-3=-2462/448,3-5—1778/298,5-6=-906/200 BOT CHORD 9-10=-454/1946,8-9=-632/2724,6-8=-113/282 WEBS 3-9=-307/202,1-10=-133/1016,2-10=-1436/380,2-9=0/579,3-8=-1066/355, 5-8=-213/1582 INOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL�.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 19-10-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ���Ep PROFFss 3) Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��\C �NGINEF�9 /0 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) .T 11=195,6=195. I 89200PE V IyG 40REGON �v4 /ogy14sol tit RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek9l connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek'is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of lasses and truss systems,see ANSU/p/1 Quality Criteria,058-69 and BCSI Building Component 250 Clog Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838416 20-D02646 B02FP ROOF SPECIAL 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:372021 Page 1 1 ID:Uz?6p9Pw3CCW5KptXKXHzFGli-04i1 XdHO_3zx?VYUPbELptFcptEsMOyijUweRtz3PdK 5-5-5 2-s a kg 17-8-4 18-8-4 I 20-0-2 5-5-5 7-0-15 5-2-1 1-0-0 1-3-14 Scale=1:34.0 I0.50 112 4x4= 3x4= 1 17 2 3x4= 4z6= adI I "8I llii, ® 3 4 4x4 II 5 6 7 8 0 Iet 18 15 14 13 12 11 ' 16 253 II 3x4=3x4= 3x4= 3x8 M1BSHS= 109 5x8 M18SHS= 3x5= I I 1-10-14 8-11-12 16-0-11 16-8-4 ( 20-0-2 1-10-14 7-0-15 7-0-15 2-7-9 1-3-14 Plate Offsets(X,Y)-- [5:0-4-8,0-1-8],[6:0-4-12,0-1-12],[10:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.06 14 >999 240 MT20 185/148 (Roof Snow=25.0) 1 Lumber DOL 1.15 BC 0.43 Vert(TL) 0.13 13-14 >999 240 M18SHS 185/148 TCDL 8.0 Rep Stress Inc/ NO WB 0.72 Horz(TL) 0.05 10 Na Na BCLL 0.0 Code IBC2012JTPI2007 Matrix-R Weight:2001b FT=O% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing:9-10. REACTIONS. (size) 10=0-4-0,16=Mechanical Max Horz 16=-82(LC 10) Max Uplift 10=-4794(LC 31),16=-193(LC 15) Max Gray 10=5519(LC 30),16=956(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ' TOP CHORD 1-2=721/156,2-3=-3140/1206,3-5=-5267/3821,5-6=-3867/3373,6-7=-447/386, 7-10=768/719,1-16=-950/183 BOT CHORD 14-15=•507/2006,13-14=-2351/4274,11-13=-4679/5589,10-11=-3365/3859 WEBS 3-14=-1255/1265,1-15=152/1039,2-15=-1475/469,2-14=-801/1411,3-13=-1617/1090, 5-13=-431/1141,5-11=-4824/4102,6-11=-3289/3818,6-10=5660/4945 INOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-3-0 oc,2x4-1 row at 0-9-0 cc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. ' Webs connected as follows:2x4-1 row at 0-9-0 oc. PR 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ��R�� Pn�FFss ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ��5 NG(N E,�n ..- 3)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=1.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) v ,7 -v• gable end zone and C-C Comer(3)0-3-4 to 3-3-4,Exterior(2)3-3-4 to 20-1-10 zone;cantilever left and right exposed;end vertical c4 -9 left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ' 4)TCLL:ASCE 7-10;Pf=25.0 pst(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ,r,• 89200PE 5) Unbalanced snow loads have been considered for this design. • 6)All plates are MT20 plates unless otherwise indicated. • 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 8) Refer to girder(s)for truss to truss connections. 4. 4fOREGON w 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 10=4794,16=193. th .9Y O 10) Load case(s)28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the Q 14 Z R P' intended use of this truss. MFRRILL V I11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 18-9-12,and 5200 lb down and 5200 lb up at 17.9.12 on top chord. The design/selection of such connection device(s)is the responsibility of others. RENEWAL DATE:12-31-2021 June 23,2021 LOAD CASE(S) Standard Except: - 1 A WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTeke 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 possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSlRPI7 Que/Iry Criteria,059-09 and SCSI Building Component i 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838416 20-DD2646 BO2FP ROOF SPECIAL 2 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:47:37 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-04i1 XdHO_3zx?VYUPbELptFcptEsMOyijUweRtz3PdK I LOAD CASE(S) 28) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:7-17=-16(F),7-8=-16(F),9-18=-20(F) Concentrated Loads(Ib) Vert:5=-5200(F)6=5200(F) 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:7-17=-16(F),7-8=-16(F),9-18=-20(F) Concentrated Loads(Ib) Vert:5=5200(F)6=-5200(F) 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:7-17=-16(F),7-8=-16(F),9-18=-20(F) Concentrated Loads(Ib) Vert:5=-2800(F)6=-2800(F) 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pH) I Vert:7-17=-16(F),7-8=-16(F),9-18=-20(F) Concentrated Loads(Ib) Vert:5=2800(F)6=2800(F) I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.5/19/2020 BEFORE USE. 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 NITek' 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 ANSL TPl1 Quality Criteria,059-89 and BCSI8 Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838417 20-DD2646 B03 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:38 2021 Page 1 ' 7-9-15 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-UGGPkzI0lN5odf7gzllaM5nhuHUK5nMry8gCzJz3PdJ 14-10-13 21-11-12 29-5-10 7-9-15 7-0-15 7-0-15 7-5-15 Scale=1:53.1 I 4x6= 0.50 112 6x14= 1 18 4x7= 1.i c2 3x4= 4x6= 3 3x6= 4 5 4x7= 19 20 67 l-� 15 21 14 22 23 24 13 1211 10 ' 3x4 II 4x9= 4x6= 4x12 M18SHS= 3x4= 98 5x8 M18SHS= 4x8 M18SHS 4I (psf) 7 I 11-4-6 18-5-4 25-6-3 29-5-10 I 4-3-7 -7 7-0-15 7-0-15 7-0-15 3-11-7 Plate Offsets -- [1:I 0-7-0,0-3-4],[2:0-2-12,0-2-0],[6:0-3-8,0-1-12],[10:0-4-0,0-3-0],[13:0-2-0,0-2-0],[14:0-4-0,0-2-0] LOADING SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.45 11-13 >760 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 Vert(TL) -0.83 11-13 >413 240 MiBSHS 185/148 TCDL 8.0 Rep Stress!nor NO WB 0.97 Horz(TL) 0.07 9 Na n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:170 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc pudins, BOT CHORD 2x6 DF 2500F 2.2E'Except' except end verticals. 8-12:2x6 DF 1 BOOF 1.6E BOT CHORD Rigid ceiling directly applied or 5-11-8 oc bracing. WEBS 2x4 HF Std'Except' 6-9,1-14,6-10:2x4 DF No.2 OTHERS 2x6 DF No.2 REACTIONS. (size) 9=0-4-0,174-5-8 Max Horz 17=-178(LC 10) Max Uplift 9=-509(LC 11),17=819(LC 15) 1 Max Gray 9=1684(LC 21),17=2274(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-2252/824,1-2=-3350/1268,2-3=-7239/2356,3.5=-7057/2128,5-0_3720/1047, 6-9=-1562/493 BOT CHORD 13-14=-1978/5602,11-13=-2504/7688,10-11=-1956/6137,9-10=-186/437 WEBS 1-14=-1315/3749,2-14=-2650/862,2-13=-427/1893,3-13=-736/561,3-11=-732/425, 5-11=-186/986,5-10=-2656/977,6-10—924/3452 NOTES- , 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL�.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)gable end zone and C-C Extedor(2)0-7-4 to (2Ep PROF eft and right exposed;C-C for members and ones&7-4, tMWFRS for shown;Lumber DOLior(1)3-7-4 to 29-5-10 zone;cantilever nia60 plate grip DOL=1 snd right exposed; �vertical ,`fC`` I N Fss` 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 � �N ER `/L 3) Unbalanced snow loads have been considered for this design. -9 4)All plates are MT20 plates unless otherwise indicated. �' 89200PE 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift al joint(s)except(jt=lb) - � I9=509,17=819. SC 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7 z. OREGON 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)120 lb down and 105 lb up at / 2-0-12,120 lb down and 106 lb up at 4-0-12,120 lb down and 106 lb up at 6-0-12,and 120 lb down and 107 lb up at 8-0-12,and Q Y 14 2ef1t'i P 626 lb down and 187 lb up at 9-4-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of MER R`0L g others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). RENEWAL DATE:12-31-2021 LOAD CASE(S) Standard June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall (� building design.Bracing indicated is to prevent buckling of individual truss web and/or chard members only, Additional temporary and permanent bracing Ml lek' 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 ANS!/TP/1 Ovality Criteria,DSB-89 and BCSf Building Component 250(lug Circle Safely Information available tram Truss Plate Institute,2870 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 li I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838417 20-DD2646 1303 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss 8 Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:38 2021 Page 2 IID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-UGGPkzI0lN5odf7gzIlaM5nhuHUK5nMry8gCzJz3PdJ LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) I Veil:1-6=-86,6-7=-66,8-15=-20 Concentrated Loads(lb) Vert:14—120(B)21=120(B)22=-120(B)23=-120(B)24=-626(B) I I I I I I I I I I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITelaD 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 verily 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 Pc' 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?P/1 Quality Cr/ner/e,OSB-B9 and SCSI Bu(/d(ng Component 250 Klug Circle Safety Information available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Irob Truss Truss Type City Ply Timbertech-Dartmouth North �f K9838418 20-DD2646 BO3FP ROOF SPECIAL 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:41 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-vryXN?Ku21TMU6sFeQJHtPGgUUNI9Rle5usaez3PdG I NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 28-1-12,and 5200 lb down and 5200 lb up at 27-1-12 on top chord,and 120 lb down and 105 lb up at 2-0-12,120 lb down and 106 lb up at 4-0-12,120 lb down and 106 lb up at 6-0-12,and 120 lb down and 107 lb up at 8-0-12,and 626 lb down and 187 lb up at 9-4-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Except: 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=66,8-9=-66,10-18=-20 IConcentrated Loads(Ib) Vert:17=-120(F)24—120(F)25=-120(F)26=-120(F)27=-626(F) 46) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=16(F),10-18—20(F) I Concentrated Loads(lb) Vert:17—120(F)6=-5200(F)7=5200(F)24=-120(F)25-120(F)26=-120(F)27=-626(F) 47) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=20(F) Concentrated Loads(lb) Vert:17—120(F)6=520D(F)7=-5200(F)24=-120(F)2�-120(F)26=-120(F)27=-626(F) 48) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) Veil:17=120(F)6=-2800(F)7=-2800(F)24—120(F)25=-120(F)26=120(F)27=-626(F) 49) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) I Concentrated Loads(Ib) Vert:17=-120(F)6=2800(F)7=2800(F)24=-120(F)25=-120(F)26=-120(F)27=-626(F) I I I I I I I I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. Design valid for use only with MTelc®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 T building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi lek' 8 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 ANSUTPli Quality Criteria,OSE4r9 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.2670 Cmin Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type City Ply Timbertech-Dartmouth North K9838419 20-DD2646 1304 ROOF SPECIAL 26 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:42 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-N2VwaLLWpbbD5GRSC8gWWxyM8urS1eURUeP64z3PcIF 7-9-15 I 14-10-13 21-11-12 29-5-10 7-9-15 7-0-15 7-0-15 7-5-15 Scale=1:51.0 I 4x6= 0.50112 I 5x14= 1 1 18 92 3x4= 3x6= 3 3x4= 19 20 67 1 g if—� ' 15 14 13 1211 10 g 2x4 3z6= 3x4= 4x8 M18SHS= 4z8= 3x4 11 3x4= I I 4-3-7I 11-4-6 18-5-4 I 25-6-3 29.5-10 1 4-3-7 7-0-15 7-0-15 7-0-15 341.7 Plate Offsets(X,Y)-- [1:0-7-0,0-2-121,[6:0-2-12,0-1-12],[9:0-1-8,0-1-0],[12:0-3-4,0-0-0],[14:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.43 11-13 >807 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(LL) -0.81 11-13 >423 240 M18SHS 220/195 TCDL 8.0 Rep Stress Mu YES WB 0.77 Horz(TL) 0.09 9 Na Na BCLL 0.0 Code IBC2012/TPI2007 Matnx-R Weight:127 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 DF No.1&Btr"Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 4-7:2x4 DF No.2 except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 5-6-7 oc bracing. WEBS 2x4 I-IF Std'Except' 6-9,1-14,6-10:2x4 DF No.2 IOTHERS 2x6 DF No.2 REACTIONS. (size) 9=0-0-0,17=0-5-8 Max Horz 17=180(LC 10) Max Uplift 9=-391(LC 11),17=-366(LC 15) IMax Gray 9=1416(LC 21),17=1436(LC 21) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-1396/373,1-2=-1830/514,2-3=-4402/1170,3-5=5069/1322,5.6=-2784/686, 6-9=-1349/392 I BOT CHORD 13-14=-1017/3460,I1-13—1475/5194,10-11—1328/4590,9-10=144/272 WEBS 1-14—453/2033,2.14=-1962/631,2-13=-173/1106,3-13=-930/365,5-11=0/516, 5-10=-2022/694,6-10=-600/2678 NOTES- I 1)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) aE9 PR Qf gable end zone and C-C Exterior(2)0.74 to 3-74,Interior(1)3-7-4 to 29-5-10 zone;cantilever left and right exposed;end vertical ,`(G`' FV^s left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��\� �``t3l N e�'7 /O�9 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ``. ,7 3)Unbalanced snow loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. 89200PE 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 6)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity ' capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1 I 9=391,17=366. OREGON .4, 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7 .�` /0 4)114 2 P MfRRtt1.0 RENEWAL DATE:12-31-2021 June 23,2021 I! A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 b trussin system.sign Before use,the buildingts designer must verily v applicability f design parameters and only. incorporatem this design into the toverall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see AN61?P/f Quality Criteria,QSa-Be and SCSI Building Component 250 Slug Circle Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona.CA 921360 Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838420 20-DD2646 BO4FP ROOF SPECIAL 13 . 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:44 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-JOdg?1 NnLDrxLaagKZs_cM1 p1 hadVZIkK37W Bzz3PdD 29-5-10 7-9-15 I 14-10-13 21-11-12 27-1-12 38112 I 7-9-15 7-0-15 7-0-15 5-2-1 1-0-0 1-3-14 Scale=1:53.1 I 4x6= 0.50 112 ' 6x10= g I 21 3x42 3x4= 4x6= 3x4= 4x9 II IM 3 4 5 3x7 II 4x4 II 22 23 6 7 89 [7 ill ra Colio. ii. rN CO • doall io '-'WI6 P6 -ate1 h m. 18 17 16 1514 13 12 1111 10 2x3 3x4— 3x4= 3x6 M18SHS= 3x4= 5x8 M18SHS= 3x4= 3x5= I 4-3-7 11-4-6 18-5-4 25-6-3 28-1-12 29.5.10 4-3-7 7-0-15 7-0-15 7-0-15 2-7-9 1-3-14 Plate Offsets(X,Y)— [1:0-1-8,0-3-9],[6:0-0-0,0-1-81,[7:0-4-12,0-1-12],[11:0-4-0,0-3-0],[15:0-3-4,0.1.8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.21 14-16 >999 240 MT20 185/148 (Root Snow=25.0) Lumber DOL 1.15 BC 0.61 Vert(TL) -0.40 14-16 >861 240 MI8SHS 185/148 TCDL 8.0 Rep Stress Inc/ NO WB 0.72 Horz(TL) 0.06 11 n!a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:298 lb Ff=0% BCDL 10.0 LUMBER- BRACING- ! TOP CHORD 2x6 OF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x6 DF No.2 REACTIONS. (size) 11=0-4-0,20=0-5-8 Max Horz 20=-181(LC 10) • Max Uplift 11=-4772(LC 31),20—365(LC 15) Max Gray 11=5821(LC 30),20=1436(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-1394/372,1-2=-1881/527,2-3=-4544/1211,3-5=-5228/1360,5-6=6000/3760, 6-7=-4093/3352,7-8=471/383,8-11=-770/712 BOT CHORD 16-17=-1049/3558,14-16=-1529/5376,13-14=-2254/5569,12-13=-4641/6014, 11-12=-3345/4084 1 WEBS 1-17=-462/2053,2-17=-1996/646,2-16=-180/1187,3-16=-1013/500,3-14=-846/925, 5-14=718/1303,5-13=-1915/633,6-13=-299/1430,7-12=-3222/4028,6-12=5107/4008, 7-11=-5995/4919 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3r)nails as follows: �(�0Q PR QfCc ., Top chords connected as follows:2x4-1 row at 0-2-0 oc,2x6-2 rows staggered at 0-3-0 oc. Cs Bottom chords connected as follows:2x4.1 row at 0-9-0 oc. ��v\Gj NG)N EtCR �029 Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except it noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to , ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. •9'Z �(� 3)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 29-5-10 zone;cantilever left and right exposed;end vertical • left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 -/llz 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 5)Unbalanced snow loads have been considered for this design.I 74/OREGON A �/� 6)All plates are MT20 plates unless otherwise indicated. h.7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /O q 1 4 Q 8)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 11/ Y �Q• capacity of bearing surface. "aRR`t_`• 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=4772,20=365. 10) Load case(s)28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the RENEWAL DATE:12-31-2021 intended use of this truss. June 23,2021 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 verity the applicability of design parameters and property incorporate this design into the overall r� building design. Bracing indicated is to prevent buckling of individual MSS web and/or chord members only. Additional temporary and permanent bracing Mllek- 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'TPIf Ouegry Criteria' OSB-69 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Insldute,2e70 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92860 IJob Truss Truss Type Qty Ply Timber-tech-Dartmouth North �f K9838420 20-DD2646 BO4FP ROOF SPECIAL 13 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:4-42021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-JQdg?1 NnLDrxLaagKZs_cM 1 p 1 hadVZIkK37WBzz3PdD I NOTES- 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at 28-1-12,and 5200 lb down and 5200 lb up at 27-1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. ILOAD CASE(S) Standard Except: 28) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) IVert:6=-5200(F)7=5200(F) 29) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) IVert:6=5200(F)7=-5200(F) 30) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) Vert:1-8=16(F),8-9=-16(F),10-18=20(F) Concentrated Loads(Ib) IVert:6=-2800(F)7=-2800(F) 31) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(pit) Vert:1-8=-16(F),8-9=-16(F),10-18=-20(F) Concentrated Loads(Ib) IVeil:6=2800(F)7=2800(F) I I I I 1 I I I - I r A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTeka 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 budding 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 end property damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-99 and BCSI Building Component 250 klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838421 20-DD2646 B05 FLAT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:45 2021 Page 1 ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-ndB2CMNP6Wzoyk9l tGND8Zayu5xgE7ZtZjs4jPz3PdC 5-0-6 10-0-12 g.p.g 5-0-6 Scale=1:16.8 I3x4 I I 3x4= 3x4 I I 6 7 2 8 9 0 6 A 3x6= 3x6— I II 10-0-12 10-0-12 Plate Offsets(X,Y)-- [4:0-2-12,0-1-8],[5:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.13 4-5 >900 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(TL) -0.32 4-5 >362 240 TCDL 8.0 Rep Stress[nor YES WB 0.30 Horz(TL) 0.01 4 Na Na BOLL 0.0 Code IBC20121TPI2007 Matrix-R Weight:42 lb FT=0% BCDL 10.0 LUMBER- BRACING- �; TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 DF No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-5,2-4:2x4 HF Sid I REACTIONS. (size) 5=Mechanical,4=Meclanical Max Horz 5=-54(LC 10) Max Uplift 5=-100(LC 8),4=-100(LC 9) Max Gray 5=420(LC 1),4=420(LC 1) IFORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 4-5=-277/720 WEBS 2-5=-549/301,2-4=-549/300 NOTES- ' 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;C1=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (<0(.. PROp s5)Refer to girder(s)for truss to truss connections. cs6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)except(jt=lb) NGi N sFR / 9 5=100,4=100. `, :9200P N I yL tog 4OREGON ,,..CC /0 gy 2 14 0 P RR10- v 1 RENEWAL DATE:12-31-2021 June 23,2021 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. mg 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 verity 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 NI iTek' 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 ANSOTPI7 Opality Criteria,DSB-89 and SCSI Building Component 250 Krug Circle Safety Information available from Truss Plate Institute,2870 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838422 20-DD2646 BOB FLAT 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:46 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgH Qi zFGli-FpIQOl tg5falkDR_vShn78KVM8zVX1oNcdFsz3PdB 0-9.12 1-9-12 5-0-6 10-0-12 0-9-12 1-0-0 3-2-10 5-0-6 Scale=1:17.1 I3x5 II 3x7 H 3x8 M18SHS I I 3x4= 3x4 '.I 1 2 3 9 10 4 11 12 5 I - / \L r 6.-1 1 / \-- , I 1 3x10= 6 3x4= 5x8 M1BS1-1S= I 1-9.12 10-0-12 1-9-12 8-3-0 Plate Offsets(X,Y)-- [1:0-2-12,0-1-81,[2:0-4-4,0-1-81,[3:0-4-12,0-1-81,[7:0-4-12,0-1-8],[8:Edge,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.03 6-7 >999 240 MT20 185/148 111 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(TL) -0.09 6-7 >999 240 M18SHS 185/148 TCDL 8.0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.02 6 ilia n/a BCLL 0.0 Code IBC20121TP12007 Matrix-R Weight:102 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 I TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Sid BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 8=Mechanical,6=Mechanical 1 Max Horz 8=-54(LC 10) Max Uplift 8=-4755(LC 27),6=-493(LC 27) Max Gray 8=5107(LC 26),6=845(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ITOP CHORD 1-8_1123/1097,2-3=-3622/3166,3-4=-3622/3166 BOT CHORD 7-8=-2066/2243,6-7=-1894/2400 WEBS 2-8=-4812/4350,2-7=-3599/4090,3-7—3635/3573,4-7—1395/1340,4-6=-2272/1963 NOTES- ' 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-3-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. f D P(i QFC 3)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) ,`�Q�c- fis,.S gable end zone and C-C Exterior(2)0-1-12 to 3-1.12,Interior(1)3-1-12 to 9-11-0 zone;cantilever left and right exposed;end vertical ��� �NG'N �� /O� left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat root snow);Category II;Exp B;Partially Exp.;Ct=1.00 -Q I5)Provide adequate drainage to prevent water ponding. Q' 89200PE 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �r 8) Refer to girder(s)for truss to truss connections. • _ �/ • 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=4755,6=493. 9 10) Load case(s)24,25,26,27 has/have been modified.Building designer must review loads to verify that they are correct for the 1... �OREGON ��(/ intended use of this truss. / 11 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at Q y 4,2� �Q-r 1-9-12,and 5200 lb down and 5200 lb up at 0-9-12 on top chord. The design/selection of such connection device(s)is the 4/FR Alt- responsibility of others. �7 LOAD CASE(S) Standard Except: RENEWAL DATE:12-31-2021 June 23,2021 A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall :� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M I lek` is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see AoNSUTP/1 Quality Criteria,DSB-89 and SCSI Building Component 250 King Circle Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North of K9838422 20-DD2848 B06 FLAT 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:46 2021 Page 2 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-FpIQOiOltg5fatkDR_vShn78KVM8zVXloNcdFsz3PdB LOAD CASE(S) 24) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-5=-16(F),6-8=-20(F) Concentrated Loads(Ib) Vert:2—5200(F)3=5200(F) 25) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-5=-16(F),6-8=-20(F) Concentrated Loads(Ib) Vert:2=5200(F)3—5200(F) 26) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) IVert:1-5=16(F),6-8=-20(F) Concentrated Loads(Ib) Vert:2=-2800(F)3=-2600(F) 27) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-5=-16(F),6-6=-20(F) Concentrated Loads(Ib) Vert:2=2800(F)3=2800(F) I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIFEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE, Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual balding 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 eke 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 ANSVTPII Duality Criteria,OSa-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type City Ply Timbertech-Dartmouth North , I K9838423 • 20-DD2646 807 FLAT 1 2 • Job Reference(optional) • Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:47 2021 Page 1 I ID:Uz?6p9Pw3CCW5KplXKXkgHzFGli-k?Jpd2Pfe8DWC1JP?hQhD_fJ4viWiygAl ILAolz3PdA 0-9-12 1-9-12 5-0-6 10-0-12 0-9-12 1.0.0 3-2-10 5-0-6 Scale=1:17.1 3x5 I I 3x7 14x7 3x4= 3x4 II 1 2 3 9 10 4 11 12 5 I e I /• / • \ .\\\\\ • I 7 3110= 8 3x4— I 5x8 M185HS= 1-9-12 10-0-12 1-9-12 8-3-0 Plate Offsets(X,Y)-- [1:0-2-12,0-1-8],[2:0-4-4,0-1-81,[3:0-4-12,0.2.0],[7:0-4-12,0-1-8],[8:Edge,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.03 6-7 >999 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.22 Vert(TL) -0.09 6-7 >999 240 M16SHS 165M 48 TCDL 8.0 Rep Stress InaNO WB 0.63 Horz(TL) 0.02 6 n/a Na BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:104 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 8=Mechanical,6=Mechanical I Max Horz 8=-58(LC 10) Max Uplift 8=-4755(LC 27),6=-493(LC 27) Max Gray 8=5107(LC 26),6=845(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ITOP CHORD 1-8=-1131/1105,2-3=-3433/3001,3-4=-3433/3001 BOT CHORD 7-8—1958/2126,6-7=-1804/2286 WEBS 2-8=-4785/4327,2.7=-3530/4013,3-7=-3618/3558,4-7=-1325/1270,4-6=-2188/1889 NOTES- ' 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-3-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. r�E� PRQ� 3)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) , �Q� CS's gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-0 zone;cantilever left and right exposed;end vertical �CD ��(j I NE6- WOti left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,7 4)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 9 I5) Provide adequate drainage to prevent water ponding. :92 OP t' 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s)for truss to truss connections. ./ 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=4755,6=493. OREGON �(/� 10) Load case(s)24,25,26,27 has/have been modified.Building designer must review loads to verify that they are correct for the 9G intended use of this truss. /O 9y f 4 Z 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5200 lb down and 5200 lb up at �nQ. 1-9-12,and 5200 lb down and 5200 lb up at 0-9-12 on top chord. The design/selection of such connection device(s)is the 111RRILV Id, responsibility of others. LOAD CASE(S) Standard Except: RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-VerHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing III 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,sea ANSr?P11 Duality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North �f K9838423 20-DD2646 B07 FLAT 1 2 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:47 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGII-k?Jpd2Pfe8DWC1JP?hQhD_fJ4viWiiygA11 LAolz3PdA I LOAD CASE(S) 24) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-5=-16(F),6-8=-20(F) Concentrated Loads(Ib) Vert:2=-5200(F)3=5200(F) 25) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-5=-16(F),6-8=-20(F) Concentrated Loads(Ib) Vert:2=5200(F)3-5200(F) 26) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-5=-16(F),6-8=-20(F) Concentrated Loads(lb) Vert:2=-2800(F)3=-2800(F) 27) User defined:Lumber Increase=2.00,Plate Increase=2.00 Uniform Loads(plf) I Vert:1-5=-16(F),6-8=-20(F) Concentrated Loads(Ib) Vert:2=2800(F)3=2800(F) I I I 1 I I 1 I I I WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5l7 gl2020 BEFORE USE. I i I 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 info the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M l l r} ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Ifabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS//TP/7 Quality Criteria,DSB-89 and SCSI Building Component 250 bug Circle Safety Information available from Truss Mate Institute,2670 Crain Highway,Sails 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838424 20-D02646 B08 FLAT 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:48 2021 Page 1 I ID:Uz?6p9Pw3CCW5Kp1XKXkgHzFGli-CCtBrOOHPRLNpBubZOxwmCCT?JyXRUmKFh5kKkz3Pd9 5-0-6 I 10-0-12 5-0-6 5-0-6 Scale=1:16.8 ' 3x4 3x4= 3x4 '.I 6 7 2 8 9 3 ' o I d !. Lee i a ® 4 5 3x5= 3x5= 1 10-0-12 I 0.0.12 Plate Offsets(X,Y)-- [4:0-1-12,0-1-8],[5:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.13 4-5 >873 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(LL) -0.33 4-5 >352 240 TCDL 8.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 4 n/a n/a BOLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:43 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 DF No.2*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-5,2-4:2x4 HF Std I REACTIONS. (size) 5=Mechanical,4=Mechanical Max Horz 5=64(LC 10) Max Uplift 5=-102(LC 8),4=-102(LC 9) Max Gray 5=420(LC 1),4=420(LC 1) IFORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 4-5=-252/619 WEBS 2-5=-485/272,2-4=-485/271 NOTES- 1 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psY h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. n I4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4r`~ PRO 5)Refer to girder(s)for truss to truss connections. `r CO 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) ��C� �<JGINE$. we? 5=102,4=102. V 17 * e 89200PE' V • I -y OREGON t4, y./6 4 '14 2P tx � P.F`CC �FAR ILA- RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 BEFORE USE. Mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for en 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 ANSUrP11 Quality Criterle,05B-89 and SCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oh. Ply Timbertech-Dartmouth North K9838425 20-DD2646 B09 Roof Special 1 1 Job Reference(optional)_ Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:49 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-gORZ2kOv91TERLTo86S9JPIeii lnAwDTULgHsAz3Pd8 4-10-11 srr0- 9-5-14 1 10-0-12 ~-"-- 4-10-11 0 ht 1 i 4-5-8 0-6-14 0.50I10cale=1:17.3 I 3x4 I I 3x4= 3x4= 3x4 II 7 2 3 4 I I 0 o 4.,• N N 1k 0 ° 6 I 6 3x5= 3x5= 4-10-11 10-0-12 I 4-10-11 5-2-1 ' Plate Offsets(X,Y)-- [4:Edge,0-1-12],[5:0-1-12,0-1-8L 16:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defi Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.14 5-6 >864 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(TL) -0.34 5-6 >349 240 ' TCDLBCLL 8.00.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:43 lb FT=0% LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6,2-5:2x4 HF Std I REACTIONS. (size) 6=Mechanical,5=Mechanical Max Horz 6=-67(LC 12) Max Uplift 6=-103(LC 10),5—102(LC 11) Max Gray 6=489(LC 28),5=468(LC 28) ' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 5-6=235/699 WEBS 2-6-569/264,2-5=-570/262 NOTES- III1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3) Unbalanced snow loads have been considered for this design. I4)Provide adequate drainage to prevent water pending. PROF 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other five loads. iiciTo 6)Refer to gfrder(s)for truss tc truss connections. N(j N�'�� s/O27)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1DO Ib uplift at joints)except(jt=1b)' 6=103,5=102. -p=92 OP Iy �OREGON L/�e <O 4).14 20•�MFRR10-0P IRENEWAL DATE:12-31-2021 June 23,2021 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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,note 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 1111 Miff*. fk' I is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,storage,delivery,erection and bracing of trusses and tram systems.see ANSU/PN C7ueliy Criteria'DSB�9 and SCSI Building Component 250 Mug Circle lMormetion available from Truss Plate Institute,2670 Crain Highway,Sulfa 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9836426 20-DD2646 B10 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:50 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-8a_xG4RYw3b53V2_gpzOrdHpRBeivOrcj?agOdz3Pd7 6-0-6 I 7-5-14 10-0-12 5-0-6 2-5-8 2-6-14 0.50112 Scale=1:17.3 13x4= 3x4= 3x4= 3x4 I 7 2 3 0 bN 5 6 3x5= 3x5= I 7-5-14 II 10-0-12 7-5-14 2-6-14 Plate Offsets(X,Y)-- [5:0-1-12,0-1-8],[6:0-1-12,0-1-8] 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 0.49 Vert(LL) -0.14 5-6 >860 240 MT20 185/148 (Roos Snow=25.0) Lumber IDOL 1.15 BC 0.55 Vert(TL) -0.34 5-6 >347 240 TCDL 8.0 Rep Stress Ina YES WB 0.30 Horz(TL) 0.01 5 Na Na BCLL 0.0 Code IBC2012lfPI2007 Matrix-R Weight:43 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 DF No.2`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6,2-5:2x4 HF Std REACTIONS. (size) 6=Mechanical,5=Mechanical Max Horz 6=-72(LC 10) Max Uplift 6—103(LC 10),5=-102(LC 11) Max Gray 6=474(LC 28),5=420(LC 1) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 5-6=228/621 WEBS 2-6�492/257,2-5—523/253 NOTES- 1 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2ps1;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. �� �D P R�F ss 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q� F 6)Refer to girder(s)for truss to truss connections. �\� ��G 1 N `'7 /0 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) '7le 6=103,5=102. (47 -9 I2- 89200PE r :ri/�: • I9G OREGON tx �<vQ 'OA'QY14,2°� P} RENEWAL DATE: 12-31-2021 June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. hutDesign valid for use only with MiTelS 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 verily the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent budding Cl 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 lasses and truss systems,see ANSU/Pl1 Quellry Criteria,DSBd9 and BCSI Building Component 250 Klug Circle Safety Information available Worn Truss Plate Ins@de,2870 Crain Highway,Salle 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838427 20-D02646 B11 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:51 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-cmYJTQSAhMjygfdAEXUdOgq_AW_GesgmxfJOx3z3Pd6 5-0-6 5-5-14 I 10-0-12 5-0-6 0-5-8 4-6-14 0.50112 Scale=1:17.4 13x4= 3x4 c 3x4= 3x4_ 7 2 3 8 4 0 o N O N N e 3x5= 6 3x5= 5-5-14 10-0-12I l 5-5-14 4-6-14 Plate Offsets(X,Y)-- [5:0-1-12,0-1-8],[6:0-2-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.14 5-6 >857 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(TL) -0.34 5-6 >346 240 TCDL 8.0 Rep Stress'nor YES WB 0.25 Horz(TL) 0.01 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:431b FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 DF No.2'Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6,2-5:2x4 HF Std • REACTIONS. (size) 6=Mechanical,5=Mechanical Max Horz 6=-74(LC 12) Max Uplift 6=-91(LC 11),5=-102(LC 11) Max Gray 6=440(LC 28),5=420(LC 1) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 5-6=-228/541 WEBS 2-6=436/246,2-5=418/247 NOTES- , 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0.1.12 to 3-1-12,Interior(1)3-1-12 to 9-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category It;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. �D P R Q�t-s 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� c 6)Refer to girder(s)for truss to truss connections. �G. �Nt I N��'7 (r/O� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 5=102. -� Q 89200PE s- ' p OREGON �4� G/6 4),14 2�\ P MARIL--6 RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. Design valid for use only with MiTel connectors.This design is based only upon parameters shown,and is for an individual building component,notMN r 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 end bracing of trusses and truss systems,see ANS/?PIf Qualify Criteria' OSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Salle 203 Waldorf.MD 20601 Corona,CA 92880 I Job Truss I Truss Type Oty Ply Timbertech-Dartmouth North K9838428 20-DD2646 B12 Roof Special Girder 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:53 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-Y9g4u6UQD_fwymZLyX5TFvGuKeY6113PzoV?yz3Pd4 3-5-145-0-6 10-0-12 3-5-141-0-6 5-0-6 0.50112 Scale=1:17.7 3x4= 3x4= 3x4= 7 2 3 8 9 4x4 II ° ° 4 ° I 1 e r7 I o NN I t1t e - 10 5 6 4x8 M18SHS= 4x8 M16SHS= 3.5.14 10-0-12 35-14 6-6-14 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.07 5-6 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.69 Ver(TL) -0.22 5-6 >545 240 M18SHS 185/148 ITCDL 8.0 Rep Stress!nor NO WB 0.27 Horz(TL) 0.01 5 n/a n/a BOLL 0.0 Code IBC2012JTPI2007 Matrix-R Weight:51 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF No.2 except end verticals. I WEBS 2x4 DF No.2*Except BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-6,3-5:2x4 HF Std REACTIONS. (size) 6=Mechanical,5=Mechanical I Max Horz 6=-74(LC 12) Max Uplift 6=-151(LC 11),5=-141(LC 11) Max Gray 6=572(LC 1),5=565(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ITOP CHORD 1-2=-269/69,2-3=274/70,3-4=-313/63 BOT CHORD 5-6=-282/661 WEBS 3-6=-475/253,3-5=-398/255 NOTES- 1 1)Wind:ASCE 7.10;Vult=12Dmph Vasd=95mph;TCDL=4.2ps1;BCDL=6.opsf;h=601t;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. GG 4)Provide adequate drainage to prevent water ponding. �4dCO PR Of SS 5)All plates are MT20 plates unless otherwise indicated. `.G• F 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C. �NGtNE.&. ' 7)Refer to girder(s)for truss to truss connections. v ,7 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) kI 17_. I6=151,5=141. 89200PE 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)256 lb down and 107 lb up at 4-1-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). � LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 7 OREGON �� Uniform Loads(pif) 4.CI44. Vert:1-2-66,2-4_66,5-6=-20 O�'��'14 2�gyp. Concentrated Loads(Ib) MFRRit� Vert:10=-256(F) �7 rl ill RENEWAL DATE:12-31-2021 June 23,2021 t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE Design valid for use only with Mrek6/connectors.This design is based ony upon parameters shown,and is for an individual building component,notMN a truss system.Before use,the bulling designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection end bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbenech-Dartmouth North K9838429 20-DD2646 B13 Roof Special 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:54 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-OLES5RU2_-I6WX6LIvf2KOTSTxj2TrFICedY2XOz3Pd3 5-10-12 5-10-12 0.50 112 Scale=1:15.3 12x3 II 3z4= 5 6 2 w I co o rV i 1 3z4= 3 4 2z3 I I 5-10.12 5-10-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.59 ', Vert(LL) -0.05 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(TL) -0.13 3-4 >520 240 TCDL 8.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:26 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc puriins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical Max Horz 4=-75(LC 10) ' Max Uplift 4=48(LC 15),3=-64(LC 11) Max Gray 4=251(LC 21),3=251(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp 8;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 4-4-11,Interior(1)4-4-11 to 5-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 I3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. 1 .03,E13 PROFESS 4. �� NGiN4. /0 1 as200PE 9G �OREGON ��� .O q y 14 2°1 pj" ifiARiIN' 0 RENEWAL DATE:12-31-2021 June 23,2021 ! A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/18/2020 BEFORE USE. Design valid for use only with MiTek®connectors-This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seety Information Ovelity Criteria,DSBd9 and BCSI Building Component 250 Klug Circle Solely available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waltlod,MD 20501 Corona,CA 22280 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838430 20-DD2646 1314 Root Special Girder 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:55 2021 Page 1 I ID:Uz76p9Pw3CCW5KptXKXkgHzFGIi-VYogJnVgIbEN9GwyTNZZYg_dz7J6aeMMsHHb4gz3Pd2 5-0-6 10-0-12 5-0-6 5-0-6 0.50112 Scale=1:17.3 3x4= 3x4= 6 7 2 8 3x4= m 3 O o 0 N I .L) ' r I 4 I 5 4x5= 4x8 M185HS= 10-0-12 I1 10-0-12 Plate Offsets(X,Y)-- (1:0-0-9,0-1-8],[4:Edge,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.08 4-5 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.68 Vert(LL) -0.22 4-5 >541 240 M185HS 185/148 TCDLBCLL 8.00.0 Rep Stress[nor NO WB 0.28 Horz(TL) 0.01 4 n/a rJa BCDL 10.0 Code IBC20121TPI2007 Matrix-R Weight:51 lb FT=0% LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 DF No.2*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-5,2-4:2x4 HF Std I REACTIONS. (size) 5=Mechanical,4=Mechanical Max Horz 5=-79(LC 12) Max Uplift 5=-151(LC 11),4=140(LC 11) Max Gray 5=602(LC 21),4=555(LC 21) IFORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-290/60 BOT CHORD 4-5=-281/698 WEBS 2-5=-496/275,2-4=-445/254 ' NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 4-4-10,Interior(1)4-4-10 to 9-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 1 3) Unbalanced snow loads have been considered for this design. �` ED p R Of Ss 4)All plates are MT20 plates unless otherwise indicated. [.`` 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. Cj ,AG I N EE >Q 6) Refer to girder(s)tor truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) -G7� y �-q 5=151,4=140. 92 �P 8) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)251 lb down and 106 lb up at 4-1-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard OREG },.. 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Q�q?,i4 Vert:1-3=-66,4-5-20 Concentrated Loads(Ib) "fFRRIL Vert:9=-251(B) RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19,2020 BEFORE USE. Design valid for use only with Weld,connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of Individual truss web and/or chord members only.Additional temporary end permanent bracing Mt is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the labncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSYfPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838431 20-DD2646 •B15 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:56 2021 Page 1 I ID:Uz?6p9Pw3CCW5Kp1-0-12 HzFGli-zkMCW7WIWvMEnOV8144o-3-0 abJ0zV5x19cGz3Pd1 7-3-2 71111.1 14-7-5 21-0-12 21- 11 28-3-0 7.3-2 0-8-13 6-7-6 6-5-7 0-1215 7-0-5 I Scale=1:49.4 I 3x4= 0.50112 ' 4x8 M18SHS= 3x6= 3z4= 3x4= 1 15 2 3 4 16 5 3x6= 4x6= 6 7 e ii m m co d 14 13 12 11 10 9 8 3x4 l 4z6= 3x4= 3x4= 3x8 M18SHS= 4x7= 3x4 I 4-8-4 I 7-3-2 11-3-10 17-11-0 24-6-5 28-3-0 III I I 4-8-4 2-6-14 4-0-8 6-7-6 6-7-6 3-8-11 Plate Offsets(X,Y)-- [7:Edge,0-2-0],[9:0-3-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.39 11-12 >854 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.99 Vert(TL) -0.79 11-12 >426 240 M18SHS 220/195 I TCDL 8.0 Rep Stress Inc/ YES WB 0.58 Horz(TL) 0.14 8 n/a ri/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:118 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 1-14,7-8,7-9,1-13:2x4 DF No.2 I REACTIONS. (size) 14=0.4-0,8=0-4-0 Max Horz 14=-87(LC 10) Max Uplift 14=-276(LC 11),8=-276(LC 11) Max Gray 14=1202(LC 1),8=1355(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ' TOP CHORD 1-14=-1143/290,1-2=-1940/424,2-3=-1946/428,3-4=-4025/845,4-5=-4626/917, 5-7=-2586/472,7-8=-1296/279 BOT CHORD 12-13=-774/3165,11-12=-1045/4746,9-11=-935/4192,8-9—106/275 WEBS 3-12=-112/1022,4-12=-857/279,5-11=0/514,5.9=-1822/502,7-9=-411/2469, I 3-13=-1482/438,1-13—373/2091 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 28-1-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 pR t� 2)TCLL:ASCE 7-10;Pf=25.0 pat(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ,`CLQy�O Q��ss 3)Unbalanced snow loads have been considered for this design. NCO �(j i N 4, o 4)Provide adequate drainage to prevent water ponding. 9 5)All plates are MT20 plates unless otherwise indicated. �C/ -9 6)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. Q 89200PE 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except 0t=1b) 14=276,8=276. I�/ • y- 4OREGON �Q �O gY14 20 p MRRII.�Q' RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MfFEK REFERENCE PAGE MII-7473 rev.5/1912020 BEFORE USE. Design valid for use only with MiTelrgt 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 r� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI ek- 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 end truss systems,see ANSbTP11 Quality Criteria,OSB-89 end BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92a60 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838432 20-DD2646 B16 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:57 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-RwwbkTXxHCU5oa4Kanb1d54w8xxL2T0eKbmi8jz3Pd0 5-3-2 I 7-11-15 14-7-5 21-0-12 21-2,11 28-3-0 5-3-2 2-8-13 6-7-6 6-5-7 0- -15 7-0-5 Scale:1/4'=1' I 0.501 12 3x7= 3x6= 3x4= 3x4= ' 1 15 2 iningiiiiimorp......3 16 4 3x6= 3x4= 5 6 4x6= 7 7 vr I rt ; rt J 14 13 12 11 10 9 8 ' 3x4 II 3x6= 3x4= 3x4= 3x8 M18SHS= 4x7= 3x4 II I I 4-8.4 I-0-2 11-3-10 ) 17-11-0 24-6-5 28-3-0 1 4-8-4 0-6-14 6-0-8 6-7-6 6-7-6 3-8-11 Plate Offsets(X,Y)-- [7:Edge,0-1-12],[9:0-3-0,0-2-8],[13:0-2-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.40 11-12 >844 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.95 Vert(TL) -0.77 11-12 >434 240 Mt8SHS 220/195 I TCDL 8.0 Rep Stress her YES WB 0.59 Horz(TL) 0.13 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:118 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, BOT CHORD 2x4 DF No.2*Except* except end verticals. 10-14:2x4 DF No.i&f8tr BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 HF Std*Except* 1-14,7-8,7-9,1-13:2x4 DF No.2 I REACTIONS. (size) 14=0-4-0,8=0-4-0 Max Horz 14=-90(LC 10) Max Uplift 14=-276(LC 11),8—276(LC 11) Max Gray 14=1202(LC 1),8=1376(LC 29) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1145/290,1-2=-2024/417,2-3=-2034/418,3-4=-4199/843,4-5=-4744/916, 5-7=-2636/472,7-8=-1317/279 BOT CHORD 12-13=-771/3367,11-12=-1045/4889,9.11=-934/4280,8-9=-106/276 WEBS 3-12=-98/989,4-12=-821/265,5-11=0/517,5-9=-1865/501,7-9=411/2522, 3-13=-1624/447,1-13=-374/2204 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 28-1-4 zone;cantilever left and right exposed;end vertical C 11 c a PR O�L-S left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 C 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 �Gj� NG I NE'F 1,9 /0 3)Unbalanced snow loads have been considered for this design. R I, 4)Provide adequate drainage to prevent water ponding. 9 I5)All plates are MT20 plates unless otherwise indicated. 89200PE 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �' /.4.1"- 14=276,8=276. -l - 41/ - ' �L 4/OREGONtx A,�¢ i0 4l'14, 2p P} 4,fFR R 1 LA- ei RENEWAL DATE: 12-31-2021 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. M� Design valid for use only with MiTeke connectors.This design is based only won parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS4/PN Quality Criteria,DSB-09 and BCSI Building Component 250 Klug Circle Safety Mfonnadon available trots Truss Plate institute,2670 Crain Highway,Suite 203 Waldorf,MD 20501 Corona,CA 92680 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838433 20-DD2646 B17 ROOF SPECIAL 1 1 Job Reference(optional) _ Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:47:59 2021 Page 1 ' ID:Uz?6p9Pw3CCW5Kp1XKXkgHzFGli-NJ1 L89YBpgkpetEjiCeVj W9GxkcdW N6xnvFpDbz3Pd_ 3-3-2 7-11-15 14-7-5 21-0-12 2111 28-3-0 3-3-2 4-8-13 6-7-6 6-5-7 0-{-15 7-0-5 Scale:1/4"=1' I 0.50 112 4x5= 346= 3x4= 3x4= 1 2 14 3 4 5x6= 6 4x6= 5 6 a CD m l rd N 13 12 11 10 9 8 7 ' 3x4 113x7= 3x4= 3x4= 3x8 M18SH5= 4x7= 3x4 11 I 3-3-2 4-8-4 I 11-3-10 ' 17-11-0 I 24-6-5 28-3-0 3-3-2 1-5-2 6-7-6 6-7-6 6-7-6 3-8-11 I Plate Offsets(X,Y)-- [1:0-2-4,0-1-12],[5:0-3-0,0-3-4],[6:Edge,0-1.1],[8:0-3.0,0-2-81,[12:0-3-4,0.1-8] LOADING (ps() SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.41 10-11 >822 240 MT20 185/148 (Roof Snow=25.0) ' Lumber DOL 1.15 BC 0.97 Vert(TL) -0.78 10-11 >427 240 M18SHS 220/195 TCDL 8.0 Rep Stress Inc/ YES WB 0.61 Horz(TL) 0.13 7 n/a Na BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:119 lb FT=0% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.2'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 9-13:2x4 DF No.i&Btr WEBS 2x4 HF Std'Except' 1-13,6-7,6-8,1-12:2x4 DF No.2 1 REACTIONS. (size) 13=0-4-0,7=0-4-0 Max Horz 13=-94(LC 12) Max Uplift 13=-276(LC 11),7=276(LC 11) Max Gray 13=1255(LC 29),7=1391(LC 29) IFORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13—1200/291,1-2=-2093/413,2.3=-2106/412,3-4=-4325/843,4-5=-4820/915, 5-6—2669/472,6-7=-1331/279 BOT CHORD 11-12=772/3527,10-11=-1043/4978,8-10=-934/4341,7-8=-105/275 I WEBS 3-11=-85/948,4-11=-777/250,5-10=0/521,5-8=-1895/501,6-8=-411/2560, 3-12=1734/456,1-12=-376/2270 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=601t;Cat.II;Exp B;Enclosed;MWFRS(envelope) Igable end zone and C-C Exterior(2)0-1-12 to 3-3-2,Interior(1)3-3-2 to 28-1-4 zone;cantilever left and right exposed;end vertical Eo PROF left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 C C 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 �L NG,,I N �.[ss/O 3)Unbalanced snow loads have been considered for this design. 1,C.? •T /-* 4)Provide adequate drainage to prevent water ponding. -7 I5)All plates are MT20 plates unless otherwise indicated. 89200PE r 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 13=276,7=276. 4. 4,OREGON t�� ./O gyi4 20• .` • MRRILA-42P IRENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is bawd 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 posstle personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSLTPIf Quality Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Tmss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 • I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838434 20-DD2646 618 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:00 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-rVbjMVZpa7sgF1 pvGw9kFki0D8xIFq?50Z7Mk2z3Pcz 1-3-2 7-11-15 14-7-5 21-0-12 21-7�11 28-3-0 1-3-2 6-8-13 6-7-6 6-5-7 0- -15 7.0.5 Scale:1/41=1' ' 3x6= 0.50112 I 3x7= 3x4= 3z4= 1 2 3 4 3x6= 3x4= 5 6 4x6= 15 7 a • m T. N L I 4 13 12 11 10 9 8 3z4 II4,6= 3x4= 3x4= 3x8 M18SHS= 4x7= 3x4 II I 1-3-2 4-8-4 11-3-10 17-11-0 24.6-5 __ 28-3-0 I 1 1-3-2 3-5-2 6-7-6 6-7-6 6-7-6 __ .}__ 3-6-11 Plate Offsets(X,Y)-- [7:Edge,0-1-12],[9:0-2-12,0-2-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.42 11-12 >806 240 MT20 185/148 ' (Roof Snow=25.0) Lumber DOL 1.15 BC 0.97 Vert(TL) -0.79 11-12 >423 240 M18SHS 220/195 TCDL 8.0 Rep Stress Inc/ YES WB 0.64 Horz(TL) 0.13 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:119 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.2*Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 10-14:2x4 DF No.1&Btr WEBS 2x4 HF Std`Except* 1-14,7-8,7-9,1-13:2x4 DF No.2 I REACTIONS. (size) 14=0-4-0,8=0-4-0 Max Horz 14=-97(LC 10) Max Uplift 14=-276(LC 11),8=-276(LC 11) Max Gray 14=1346(LC 29),8=1398(LC 29) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1284/290,1-2=-2130/410,2-3=-2145/406,3-4=-4394/843,4-6=-4858/914, 6-7=-2687/472,7-8=-1338/279 BOT CHORD 12-13=-773/3618,11-12=-1042/5020,9-11=-933/4373,8-9=-105/274 I WEBS 3-12=-78/922,4.12=-746/241,6-11=0/527,6-9=-1911/501,7-9=-411/2580, 3-13=-1799/465,1-13=-375/2271 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 1-3-2,Interior(1)1-3-2 to 28-1-4 zone;cantilever left and right exposed;end vertical ` E� PRO�.tI left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `y C2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 �jtAGINE'F /03)Unbalanced snow loads have been considered for this design. /4)Provide adequate drainage to prevent water ponding. (7. C/ -7 I5)All plates are MT20 plates unless otherwise indicated. 89200PE 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) / /./- 14=276,8=276. -l • l� - - IG „OREGON �Q /O gy142°NP I MFRRILI- RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. �,I NM • Design valid for use only with MiTelrt)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 possble personal injury end property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North 1I K9838435 20-DD2646 B19 ROOF SPECIAL 32 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:01 2021 Page 1 ID:Uz?6p9Pw3CCW5Kp0 zFGli-Ji95ZraRLRXtB05pdgzoxEbMYHB_CaEFDkwGUz3Pcy 7-4-6 13-11-12 20-7-1 -7-1 27-7-7 7-4-66-7-6 6-7-6 7-0-6 Scale:1/4-=1' I 4z6= 0.50 112 ' Sx14= 1 18 32' 3z4= 3x6= 3 3x4= 19 q 5 4x6= 67 0 '9 15 14 13 12 11 10 9 e 2x4 114x5= 3x4= 3x4= 3x8 M18SHS= 4x7= 3x4 11 I 4-0-11 10-8-1 17-3-6 23-10-12 27-7-7 4-0-11 6-7-6 6-7-6 6-7-6 3-8-11 Plate Offsets(X,Y)-- [1:0-7-0,0-2-12],[10:0-3-0,0-2-8],[14:0-2-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.37 12-13 >865 240 MT20 185/148 ' (Roof Snow=25.0) Lumber DOL 1.15 BC 0.96 Vert(TL) -0.71 12-13 >452 240 Mi BSHS 220/195 TCDL 8.0 Rep Stress Ina YES WB 0.94 Horz(TL) 0.08 9 Na Na BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:119 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 6-9,6-10:2x4 DF No.2 OTHERS 2x6 DF No.2 IREACTIONS. (size) 9=0-4-0,17=0-5-8 Max Horz 17=181(LC 10) Max Uplift 9=-367(LC 11),17=-340(LC 15) Max Gray 9=1328(LC 21),17=1337(LC 21) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-1296/356,1-2=-1641/472,2-3=-3923/1055,3-5—4493/1180,5-6=-2457/607, 6-9—1268/369 BOT CHORD 13-14=-923/3091,12-13=1323/4614,10-12=-1183/4059 II WEBS 1-14=-410/1839,2-14=-1769/572,2-13=-153/990,3-13=-821/325,5-12=-2/473, 5-10=-1815/627,6-10=-541/2384 NOTES- 1)Wind:ASCE 7-10;Vult=l3omph Vasd=103mph;TCDL=4.2psf;BCDL=6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 27-7-7 zone;cantilever left and right exposed;end vertical lett ii,t1,,c, 0 F7R0�and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.602)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 1.yG,IN4- 'S/0A-3)Unbalanced snow loads have been considered for this design. R "v4)All plates are MT20 plates unless otherwise indicated. -)7 I 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •9200P l 6)Bearing at joint(s)17 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4 . 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) -/ � �� 9=367,17=340. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.I OREGON44,IC 1... /0 41°142°1P ' MFARIO-0 RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with Mirek®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 at design parameters and properly incorporate this design into the overall �e� building design. Bracing indicated is to prevent buckling of individual truss web andror chord members only.Additional temporary and permanent bracing MI lOk- 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 AN317P11 Du Lily Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I I Job 20-DD2646 Truss 620 Truss Type ROOF SPECIAL t]ty Ply Timbertech-Dartmouth North 1 1 l' K9838436 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:03 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-G4Hs_Wbhs2EF6VXUx2iRtMKxOMzFSB2XiXDOLMz3Pcw 2-11-6 7-2-14 13-10-4 20-5-10 2,7 1-1-11 27-6-0 2-11.6 4-3-8 6-7-6 6-7-6 b-8-1 6-4-5 Scale=1:46.8 I 0.50 1 12 ' 4x4= 3x6= 3x4= 3x4= 2 15 3 4 3x4= 3x6= 5 6 16 4x6= 7 0 m N 4 2x4 13 12 11 10 9 6 I 14 4x6= 3x4= 3x4= 3x8 M18SHS= 4x7= 3x4 I I• I 2-11-6 3.11-3 10-8-9 17-1-15 23-9-5 I 27-6-0 2-11-6 6-11-1d 6-7-6 6-7-6 6-7-6 3-8-11 Plate Offsets(X,Y)-- [1:0-2-0,0-1-8],[7:Edge,0-2-0],[9:0-3-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.39 11-12 >839 240 MT20 185/148 (Roof Snaw=25.0) Lumber DOL 1.15 BC 0.99 Vert(TL) -0.75 11-12 >436 240 M18SHS 220/195 TCDL 8.0 Rep Stress Inc/ YES WB 0.62 Horz(TL) 0.14 8 Ma Ma BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:115 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 7-8,7-9,1-13:2x4 DF No.2 I REACTIONS. (size) 14=Mechanical,8=0-4-0 Max Horz 14=-93(LC 10) Max Uplift 14=-269(LC 11),8=-269(LC 11) Max Gray 14=1231(LC 29),8=1355(LC 29) I FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14—1189/277,1-2—1754/346,2-3=-1765/345,3-4=-4035/781,4-5=-4623/876, 5-7=-2589/455,7-8=-1295/271 BOT CHORD 12-13=-700/3195,11-12=-995/4735,9-11=-904/4197,8-9=-106/274 I WEBS 3-13=-1744/449,3-12}96/998,4-12=-832/264,5-11=0/479,5-9=-1824/487, 7-9=-393/2473,1-13=-329/2000 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 2-11-6,Interior(1)2-11-6 to 27-44 zone;cantilever left and right exposed;end vertical Ileft and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ,�t�Q+E� PR�' 3)Unbalanced snow loads have been considered for this design. ��Cj NGI N Ez. /" 4)Provide adequate drainage to prevent water ponding. R 5)All plates are MT20 plates unless otherwise indicated. � / 49 I6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 14=269,8=269. . • O -air ASC.yG 4.OREGON D, „, /O g14, 23 + ' MFRRILL RENEWAL DATE: 12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/19/2020 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSt?PN Ovali fy Criteria,DSB-ag and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type QIy Ply Timbertech-Dartmouth North K9838437 20-DD2646 821 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:04 2021 Page 1 ' ID:Uz?6p9Pw3CCW5Kp1XKXkgFzFGli-kHrECscKdMM5ke6gVmDgQas771JIBYagxAzatpz3Pcv 4-11-6 7-2-14 13-10-4 20-5-10 2p-1-11 27-6-0 4-11-6 2-3-8 6-7-6 6-7-6 b-8- 6-4-5 Scale=1:46.8 I 0.50112 ' 4x7= 3x6= 3x4= 3a4= 1 5 2 3 16 4 3x4= 3x6= 5 4xfi= 17 6 7 1r r N, fc— N 14 13 12 11 10 9 8' 2x4 II 4x6= 3x4= 3x4= 3x8 M18SHS= 4x7= 3x4 II I 3-11-3 14-11-6 10-6-9 17-1-15 23-9-5 27-6-0 3-11-3 1-0-3 5-7-3 6-7-6 6-7-6 3-8-11 Plate Offsets(X,Y)-- [7:Edge,0-2-0],[9:0-3-0,0-2-8],[13:0-2-8,0-2-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.38 11-12 >860 240 MT20 185/148 ' (Roof Snow=25.0) Lumber DOL 1.15 BC 0.97 Vert(TL) -0.74 11-12 >441 240 M18SHS 220/195 TCDL 8.0 Rep Stress Ina YES WB 0.98 Horz(TL) 0.13 8 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:115 lb FT=0 BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Excepts BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. 1-14,7-8,7.9:2x4 DF No.2 REACTIONS. (size) 14=Mechanical,8�-4-0 Max Horz 14=-90(LC 10) Max Uplift 14=268(LC 11),8=-269(LC 11) Max Gray 14=1170(LC 1),8=1341(LC 29) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1122/276,1-2=-1693/351,2-3=-1702/352,3-4=-3917/782,4-5=-4550/877, 5-7=2557/455,7-8=-1282/271 BOT CHORD 12-13=-699/3044,11-12=-997/4651,9-11=-904/4139,8-9=-106/275 WEBS 3-13=1634/439,3-12=-109/1037,4-12=-873/278,5-11=0/480,5-9=-1795/487, 7-9=-393/2438,1-13=-325/1930 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 27-4-4 zone;cantilever left and right exposed;end vertical n n left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 n GQ PRO fi 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 �+G F 3)Unbalanced snow loads have been considered for this design. �CO�e GINE�A U, 4)Provide adequate drainage to prevent water ponding. \_ •7 5)All plates are MT20 plates unless otherwise indicated. �C/ '9 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE r 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 14=268,8=269. �L OREGON Cc A. /0��Y`14,2�1 P+ ' MRR1 LA- RENEWAL DATE: 12-31-2021 June 23,2021 A WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. butDesign valid for use only with MiTel®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 andor chord members only.Additional temporary and permanent bracing M[Tek 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y� 1 fabrication,storage,delivery,erection and bracing of trusses and Inns systems,see ANSI/TPIf Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Welded,MD 20601 Corona,CA 92860 I Job Truss Truss Type City 'Ply Timbertech-Dartmouth North K9888438 20-DD2646 B22 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:48:06 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-gfy_cYca9zcp_yG3cAG8V?yT6Z0efTwzOUShyhz3Pct 6-11-6 7-�-�4 13-10-4 ( 20-5-10 21}-1-11 27-6-0 6-11-6 0-3-8 fi-7.6 6-7-6 b-a-1 6-4-5 Scale=1:46.8 I 0.50 112 4x7= 4x10= 3x4= 3x4= 14 2 3 4 15 5 8x9= 16 6 - IIP111i :>I 4r N LB 13 12 11 10 9 8 7 ' 3x4 I I 4x5= 3x4_ 3x4= 3x8 M18SHS= 4x7= 3x4 I I 1 i 3-11-3 6-11-6 I 10-6-9 17-1-15 23-9-5 27-6-0 3-11-3 3-0-3 3-7-3 6-7-6 6-7-6 3-8-11 IPlate Offsets(X,Y)-- 12:0-7-12,0-2-0),[6:03-8,Edge],[8:0-3-0,0-2-8],[12:0-1-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP ITCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.36 10-11 >906 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.94 Vert(TL) -0.72 10-11 >452 240 M18SHS 220/195 TCDL 8.0 Rep Stress Inc/ YES WB 0.93 Horz(TL) 0.13 7 n/a ri/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:114 lb FT=0% BCDL 10.0 9 ILUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pu dins, BOT CHORD 2x4 OF No.2 except end verticals. WEBS 2x4 HF Std*Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 1-13,6-7,6-8:2x4 DF No.2 REACTIONS. (size) 13=Mechanical,7=0-4-0 Max Horz 13=-87(LC 10) Max Uplift 13=-268(LC 11),7=-269(LC 11) Max Gray 13=1170(LC 1),7=1320(LC 29) ' FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-1119/275,1-2—1624/357,2-3=-1633/362,3-4=-3749/784,4-5=-4435/877, 5-6=-2509/456,6-7=1261/272 BOT CHORD 11-12=-702/2853,10-11=997/4510,8-10=-905/4055,7-8=-106/274 I WEBS 3-12=-1489/431,3-11=-121/1066,4-11=-903/290,5-10=0/478,5-8=-1754/488, D PR OF 6-8=393/2388,1-12=-323/1823 -�{-�� �`Sc5' NOTES- \� `IGNGI N�CR /O� 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) �/ IIIgable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 27-4-4 zone;cantilever left and right exposed;end vertical Q 8920QPE: "9` left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psi(flat root snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. L 4)Provide adequate drainage to prevent water ponding. - 5)All plates are MT20 plates unless otherwise indicated. C$ ,'�" 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 17 OREGON • a/ 7)Refer to girder(s)for truss to truss connections. �q 201 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1 a 13=268,7=269. MFRRI0^ �f_ i RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MReka 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 verily the applicability of design parameters and properly Incorporate this design into the overall r�building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml lek- 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 ANS!?Pl1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information, available from Truss Plate Institute,2870 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North K9839439 20-DD2646 BP01 BLOCKING 2 1 IJob Reference(optional) Precision Truss 8 Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:26 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-5VAYpOt7S78_N1ovnNdrJDn24d2QLh9w_clIdXz3PcZ t-6.12 1-8-12 3x4=0.50 12 Scale=1:16.9 1 2— 2x3 ' (ciAD PROFS �,�� �NGINEF R�fj4* I89200PE ' yL OREGONtit s ki ). 1 ‘.., /d'�qY i 4 20 4 3 41RRI0- 0 I3.5114 5x5 RENEWALDATE:12-31-2021 1-8-12 I 1-8-12 Plate Offsets(X,Y)-- [3:0-2-8,0-2-12],[4:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 TCDL 8.0 Rep Stress Incr NO WB 0.21 Horz(TL) -0.00 3 Na Na BCLL O.D Code IBC2012/1PI2007 Matrix-P Weight:1216 Fr=O% BCDL 10.0 • LUMBER- BRACING- TOP CHORD 2x4 DF No.2I TOP CHORD Structural wood sheathing directly applied or 1-8-12 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical I Max Horz 4=2(LC 10) Max Uplift 4=-501(LC 38),3=-497(LC 39) Max Gray 4=516(LC 59),3=504(LC 58) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ITOP CHORD 1-4=-511/524,1-2=-261/259 BOT CHORD 3-4=-263/260 WEBS 1-3=-560/566 NOTES- I1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL-ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. I4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 501 lb uplift at joint 4 and 497 lb uplift at joint 3. ' 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-12 for 200.0 plf. I June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with WNW 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 7}building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi lek' 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the • labrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIr Orta/ity Criteria,OSBA9 and BCS/Building Component Safety/n/omwtion available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 'Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838440 20-DD2646 1311,02 BLOCKING 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:27 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-Zikw1 kulDQGr?BN5L584rQJDv1 Of48V3DG1 I Bzz3PcY 1-8-12 1-8-12 3x4= 0.50 12 Scale=1:16.5 1 — 2— 9 " � 89200PE r a. �"� I �7 OREGON 15, is, /O�'9Y14,243 Q4 3 4/6-fiR10- 3x5 II 5x5= RENEWAL DATE: 12-31-2021 1-8-12 I 1-8-12 Plate Offsets(X,Y)-- [3:0-2-8,0-2-12],[4:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 TCDLBCLL 6.00.0 Rep Stress herNO WB 0.20 Horz(TL) -0.00 3 ilia. n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-P Weight 12 lb FT=0% LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-12 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std DOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical I Max Horz 4=2(LC 38) Max Uplift 4=-484(LC 38),3=-480(LC 39) Max Gray 4=500(LC 59),3=488(LC 58) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ITOP CHORD 1-4=-495/507,1-2=-261/259 BOT CHORD 3-4=-263/260 WEBS 1-3=-546/551 NOTES- , 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. I4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 484 lb uplift at joint 4 and 480 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag ' loads along bottom chord from 0-0-0 to 1-8-12 for 200.0 plf. I I June 23,2021 r D WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIId473 rev. 020 BEFORE USE Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMg 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 posstle personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see uite 203 Waldo ANrfSMD 2UTP109 Oualily01 Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,S , Corona,CA 92690 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838441 20-DD2646 BP03 BLOCKING 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:48:2B 2021 Page 1 I ID:Uz?6p9Pw3CCW5KplXKXkgHzFGli-1uHJE3vN_kOicKyHuofJOesOgQk7pc4CSvnrjQz3PcX 1-2-6 1-2-6 • 3x,p-N 1=12 Scale:3/4"=1. i - 2 � I • -----,---- I I '� "° Fs ��� %'1":21PON13:::-E1 S/02-7---:II I — 1 �L/ �OREGON b, A, O -IV 14,2° i- Kt P 3 MFR R 10- 4 5x5= 3x5 I I RENEWAL DATE: 12-31-2021 I 1-2-6 1-2-e Plate Offsets(X,Y)-- [3:0-2-8,0-2-12],[4:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 4 >999 240 TCDL 6.0 Rep Stress Inc/ NO WB 0.18 Horz(TL) -0.00 3 n/a n'a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:10 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical I Max Horz 4=2(LC 10) Max Uplift 4=-463(LC 38),3=-463(LC 39) Max Gray 4=475(LC 59),3=467(LC 58) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ITOP CHORD 1-4=-471/477 WEBS 1-3=-487/492 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) Igable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 463 lb uplift at joint 4 and 463 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-2-6 for 200.0 plf. I I I June 23,2021 f B WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5r192020 BEFORE USE_ Designvalid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for en 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 MTek' 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 ANSUTP/1 Oualiry Criteria,DSB-H9 and BCSI Building Component 250 Klog Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MO 20601 Corona CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838442 20-D02646 BP04 BLOCKING 2 1 Job Reference(optional) Precision Truss 8 Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:29 2021 Page 1 I I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGII-V4rhRPv?12WYEUXUSWAYwrPZbg47Y39MhZWPGsz3PcW 1-8-12 1-8-12 3x4= 0.50 rl2 Scale=1:15.6 I 1 2 X I 'eED PROFFss ,� LNG'NDER /0* ICS `r 89200PE c - yL �OREGON ��v� /0 4Y74,2°1(}P} 3 4/e f f710L V 3x5 114 5x5= RENEWAL DATE: 12-31-2021 1-8-12 1-8-12 Plate Offsets(X,Y)-- [3:0-2-8,0-2-12],[4:0-2-12,0.1.8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 4 >999 240 MT20 185/148 iii (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 TCDL 8.0 Rep Stress Incr NO WB 0.19 Horz(TL) -0.00 3 n/a n/a BOLL 0.0 Code IBC20121TPI2007 Matrix-P Weight:12 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-12 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical ' Max Horz 4=2(LC 38) Max Uplift 4=-451(LC 38),3=-446(LC 39) Max Gray 4=466(LC 59),3=454(LC 58) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ITOP CHORD 1-4=-462/474,1-2=-261/259 BOT CHORD 3-4=-263/260 WEBS 1-3=-518/523 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 451 lb uplift at joint 4 and 446 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-12 for 200.0 plf. I I June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 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 verily the applicability of design parameters and properly incorporate this design into the overall I� building design. Bracing indicated is to prevent buckling of individual lass web and/or chord members only.Additional temporary and permanent bracing Ml IT Pa 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,seem PlateANSUTP/f Quality Criteria,OSB-69 and SCSI Building Component 250 Klug Circle Safely Information available fro Truss Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type City Ply Timbertech-Dartmouth North K9838443 20-DD2646 BPOS BLOCKING 2 — — 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:31 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-RTzRs5xFGfmGTogsaw000GUvBemb0yjf8t?VKIz3PcU 1-8-12 1-8-12 3x4= 0.50 12 Scale=1:15.2 1 III 2— z ' (JO PROFFS 9 89200PE• r I �G 4/OREGON D, 4.. iv /O 4�)/ 1r4,2°N i- 3 MFRR I1�-. V 3x5 114 4x4— RENEWAL DATE: 12-31-2021 1-8-12 1-8-12 Plate Offsets(X,Y)-- [3:0-2-0,0-2-8],[4:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid I PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) TCDL 0.8.0 Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 BCLL D Rep Stress Incr NO WB 0.19 Horz(TL) -0.00 3 n/a Na BCDL 10.0 Code IBC2012)TPI2007 Matrix-P Weight:II lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-12 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical I Max Horz 4=2(LC 38) Max Uplift 4=-434(LC 38),3=429(LC 39) Max Gray 4=450(LC 59),3=438(LC 58) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 25D(Ib)or less except when shown. ITOP CHORD 1-4=-445/458,1-2=-261/259 BOT CHORD 3-4=-263/260 WEBS 1-3=-504/509 NOTES- 111 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;P1=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. I4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 434 lb uplift at joint 4 and 429 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag • loads along bottom chord from 0-0-0 to 1-8-12 for 200.0 plf. I I June 23,2021 t A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTekal 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 properly incorporate this design into the overall building design.Bracing indicated is to prevent budding of individual Ines 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?P/r Ouarify Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2570 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92080 I Job Truss Truss Type City Ply Timbertech-Dartmouth North K9838444 20-DD2646 BP06 BLOCKING 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:32 2021 Page 1 I D:Uz?6p9Pw3CCW5KptXKXkgHzFGli-vtXp4Ryu1 zu75yF37ejFYU14?25mlPyoNXI3sBz3PcT 106 1-10-6 3x4= 0.50 12 Scale=1:14.7 2— x ��0 PROFF� ,��� oAG)N4. S/0� l ''' � 89200PE � ' _ • yL OREGON 15, ��¢ /0�'Qy14 2°u + • 3 MFRRI..\- ' 4 4x4= 2x4 II RENEWAL DATE: 12-31-2021 1-10-6 1-10-6 Plate Offsets(X,Y)-- [3:0-2-0,0-2-8],[4:0-2-8,0-1-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 TCDL 8.0 Rep Stress Ina NO WB 0.19 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC20121TPI2007 Matrix-P Weight:12 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical I Max Horz 4=3(LC 38) Max Uplift 4=-420(LC 38),3=-414(LC 39) Max Gray 4=437(LC 59),3=423(LC 58) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-432/446,1-2=-286/283 BOT CHORD 3-4=-287/284 WEBS 1-3=-507/512 NOTES- I1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;P1=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. I4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 420 lb uplift at joint 4 and 414 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 200.0 plf. I I June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 verily 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 MI Iek' 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 end bracing of trusses and truss systems,see ANSI?P/1 Quality Criteria,DSB.89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type CV Ply Timbertech-Dartmouth North K9838445 20-DD2646 BP07 BLOCKING 2 1 Job Reference(optional) • Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 a Jun 2 2021 MTek Industries,Inc. Wed Jun 23 11:48:33 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGIi-Ns5CHnzWoG0j6gFhLFUShZEnRR3UnNxbBUcPdz3Pc3 1-8-12 1-8-12 3x4= 0.50 12 Scale=1:14.3 I t 2 z CF`ED PROFFS r. =9200P -Z. IIy OREGON a �<V� G, ���`pp1p4 201[*P4 3 �k-r-7 R 10- V I 2x4 l I 4 4z4 TT RENEWAL DATE:12-31-2021 1-8-12 8-12 Plate Offsets(X,Y)-- [3:0-2-0,0-2-8],[4:0-2-8,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 TCDL 8.0 Rep Stress!nor NO WB 0.18 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:11 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-12 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical I Max Horz 4=2(LC 38) Max Uplift 4=-401(LC 38),3=-396(LC 39) Max Gray 4=416(LC 59),3=404(LC 58) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ITOP CHORD 1-4=-412/425,1-2=-261/259 BOT CHORD 3-4=-263/260 WEBS 1-3=-477/482 NOTES- I1)Wind:ASCE 7-10;Vult=l2omph Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=60tt;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 401 lb uplift at joint 4 and 396 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0.0.0 to 1-8-12 for 200.0 plf. I June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Mil. 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 Ins system.Before use,the building designer must verily the applicability of design parameters end properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of indMldual bass web and/or chord members only.Additional temporary and permanent bracing M iTek, 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 end bracing of trusses end truss systems,see ANSUTP/f Oualfty Criteria,OSB-85 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92E80 IJob •Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838446 20-DD2646 BPO8 BLOCKING 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:34 2021 Page 1 U ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-s2faV7z8Za8rKGPRF3mjdv6PirnIDJI5grE9x3z3PcR 1-8 12 1-8-12 3x4— 0.50 FIY Scale=1:13.9 t 2 I 1 <,iEp PROFFss ��\� �cNG)NFF9 /O19 89200PE C I \/( �L OREGON ��Q 3 tk /p�41't4,20% Pk- MRRIL - I2x4 II 4 4x4= RENEWAL DATE: 12-31-2021 1-8-12 1-8-12 Plate Offsets(X,Y)— [3:0-2-0,0-2-8],[4:0-2-8,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 TCDLBCLL 8.00.0 Rep Stress Ina' NO WB 0.17 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI20D7 Matrix-P Weight:11 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 OF No.2I TOP CHORD Structural wood sheathing directly applied or 1-8-12 oc puffins, DOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical 1 Max Horz 4=2(LC 38) Max Uplift 4=-385(LC 38),3—379(LC 39) Max Gray 4=400(LC 59),3=388(LC 58) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ITOP CHORD 1-4=-395/409,1-2=261/259 BOT CHORD 3-4=-263/260 WEBS 1-3=-464/468 NOTES- I1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h�Oft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;P1=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. I4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 385 lb uplift at joint 4 and 379 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 pit.Lumber DOL=(f.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-12 for 200.0 plf. I I June 23,2021 r A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE 73 rev.51ding c 0 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 1111 building design. Bracing indicated is to prevent buckling of individual lass web ardlor chord members only.Additional temporary and permanent bracing Week' Iis 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 lasses and truss systems,see ANSU(P/1(guai/ty Cniteria,DS989 and BCSI Building Component 250 Slug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838447 20-DD2646 BP09 BLOCKING 2 1 • Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:36 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-oRmKvp?O5BOZaZZgMUoBjKBIGfTihD9019jG?yz3PCP 1-10-6 1-10-6 3x4= 0.50 12 2x3 II Scale=1:13.4 I 2— <(�0 PROFt �C �N(,I NE -R /p/9 89200PE r I �G 470REGON �2� 1 _ilk 3 /4 R}`t4,'ic) � RR10- ', 2x3 114 3x4= RENEWAL DATE: 12-31-2021 1-10-6 f_- 1-10-6 f I LOADING (psf) SPACING- 2-0-0 CM. DEFL. in (loc) Vdetl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 ITCDL 8.0 Rep Stress Incr NO WB 0.17 Horz(TL) -0.00 3 rile n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:11 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, IBOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical Max Horz 4=3(LC 38) I Max Uplift 4—371(LC 38),3=-364(LC 39) Max Gray 4=387(LC 59),3=373(LC 58) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4�382/397,1.2=-286/283 BOT CHORD 3-4=287/284 WEBS 1-3=468/473 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) Igable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 371 lb uplift at joint 4 and 364 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 200.0 pit. I • I I June 23,2021 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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,not111 a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall r� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Meek' 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 AN TP/1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klag Circle I Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838448 20-DD2646 BP10 BLOCKING 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:37 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkqHzFGli-GdKi7800sVWQCj80wBJQFXkw63pxQgUXWpSgYOz3PcO 1-10-6 1-10-6 3x4— 0.50 I12 253 I I Scale=1:13.0 i 2— I Y\ / t".°:4:74. GON ��Q, 2� Q+- R I L\- '' 223 I l 4 3x4= RENEWAL DATE: 12-31-2021 I 1-10-6 1-10-6 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 ITCDL 8.0 Rep Stress Incr NO WB 0.17 Horz(TL) -0.00 3 n/a n/a BOLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:10 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, IBOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical Max Horz 4=3(LC 10) I Max Uplift 4—354(LC 38),3=-347(LC 39) Max Gray 4=370(LC 59),3=357(LC 58) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4—365/381,1-2=-286/283 IBOT CHORD 3-4=-287/284 WEBS 1-3=-456/461 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) Igable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS far reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 354 lb uplift at joint 4 and 347 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 200.0 plf. I I I June 23,2021 . I A WARNING-Verifydesign parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.W18/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bradng indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing kg always required for slabiity end 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 AN51?PI7 Due/!ry Criteria,OSBA9 and BCSI Bulking Component 250 Klug Circle Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type QIy Ply Timbertech-Dartmouth North K9838449 20-DD2646 BP11 BLOCKING 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:39 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-C?STYg1 HO6m8R11P2cLuKypGisUPua2q_7xwcHz3PcM 1-10-6 1-10-6 3x4= 0-50 12 2x3 II Scale=1:12.6 1 2 11.0 C����1AG II NE'•6i0 9,,,,,__4(/ 89200PE r 11 ' • yLOREGON A.[(i� 3 •O 91'14,20 P• + MERRI0, 0 I2x3 II 4 3x4= RENEWAL DATE: 12-31-2021 1-10-6 1-10-6 LOADING (psf) SPACING- 2-0-0 CBI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 I TCDL 6.0 Rep Stress Incr NO WB 0.16 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:10 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc pudins, IBOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical Max Horz 4=3(LC 38) Max Uplift 4=-338(LC 38),3=-330(LC 39) Max Gray 4=353(LC 59),3=340(LC 58) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=349/364,1-2=286/283 BOT CHORD 3-4=287/2134 WEBS 1-3=-444/449 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 338 lb uplift at joint 4 and 330 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 200.0 plf. I I I June 23,2021 r A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSf/rPH Quality Criteria,DSB-99 and SCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838450 20-D02646 BP12 BLOCKING 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:40 2021 Page 1 I ID:Uz?6p9Pw3CCW5Kp1XKXkgHzFGli-gC0rlA2v9Ov?3BsbbJt7tAMSZGgid1 UzDnhU8jz3PcL 1.842 1.8.12 1 3x4= 0.50 FIT 2x3 II Scale=1:12.1 2 '\q0 PROFFss K. 1 89200PE v I )1\ TO 9L tk �C 3 .O�gy14 2OREGON 0$P-1- I2x3 II 4 3x4= RENEWAL DATE:12-31-2021 1-8-12 1-8-12 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 TCDL 8.0 Rep Stress Ina NO WB 0.15 Horz(TL) -0.00 3 n/a rile BCLL 0.0 Code IBC20121TPI2007 Matrix-P Weight:9 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-12 oc purlins, IBOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std SOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical Max Horz 4=2(LC 38) I Max Uplift 4=-319(LC 38),3=-312(LC 39) Max Gray 4=333(LC 59),3=321(LC 58) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-329/343,1-2=-261/259 IBOT CHORD 3-4=-263/260 WEBS 1-3=-413/417 NOTES- 1)Wind:ASCE 7.10;Vult=l2omph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) Igable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 319 lb uplift at joint 4 and 312 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-12 for 200.0 plf. I June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTelde connectors.This design is based only upon parameters shown,end is for an individual building component,not a truss system.Before use,the buiding 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 i ek is always required for stability and to prevent collapse wilh possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANBf?Pff Or/My Criteria,DSB-89 end BCSI Building Component 250 KJug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty I Ply Timbertech-Dartmouth North K9838451 20-DD2646 BP13 BLOCKING 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:41 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXIG(kgHzFGli-8OaDzW3Xwjl rgKRn91 OMPNudPgAtMUi7RRO1 h9z3PcK 1-10-6 1-10-6 3x4= 2x3 II Scale=1:11.4 1 2' ' stop PROFFss 4oVNGiNFk9 /p2q I ? '92..P t' ICOy7 41OREGON ��Q 3 <O 4 Y 14,2°1 P+ � RRI�� � 2x3 II 4 3x4= RENEWAL DATE: 12-31-2021 1-10-6 1-10-6 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 IC 0.12 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 TCDL 8.0 Rep Stress Ina NO WB 0.15 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012rTP12007 Matrix-P Weight:10 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc puffins, IBOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical Max Uplift 4=298(LC 30),3=-298(LC 31) I Max Gray 4=311(LC 51),3=311(LC 50) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=307/326,1-2=-283/283 BOT CHORD 3-4=-283/283 IWEBS 1.3=-423/423 NOTES- 1)Wind:ASCE 7-10;Vult=l2omph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions i Ishown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat root snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. I 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 298 lb uplift at joint 4 and 298 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 200.0 plf. I I I June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7673 rev.5/19l2020 BEFORE USE. Design valid for use only with MiTelO connectors.This design is based only upon parameters shown,and is for an individual building component,not IIIII a truss system.Before use,the building designer must verily 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 A " !/(PI f Oualhy Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92e80 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838452 20-DD2646 BP14 BLOCKING 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:43 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-5nhzNC4nSLHZwebAHSQgVo_zOTsfgPhQvIw812z3Pcl 1.2.2 1.2-2 3x4= 2x3 II Scale=1:11.5 1 2 I I 'f's((y0 PROFFS,, • '*\ /So, �NGINEFA io1, ' _ Q 89200PE r -t.�i/�. � .� 111 J1 A10 4. OREG N 3 i0 "4 '74, 2(3 P} MFR R I O- ' 2x3 II ' 3)04= RENEWAL DATE: 12-31-2021 I 1-2-2 1-2-2 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber IDOL 1.15 BC 0.02 Vert(TL) -0.00 4 >999 240 TCDL 8.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.00 3 n/a n/a BOLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:7lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-2 oc purlins, IBOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical Max Uplift 4=-291(LC 30),3=-291(LC 31) Max Gray 4=298(LC 51),3=298(LC 50) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-296/307 WEBS 1-3=-333/333 Ali , NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=601t;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 5)Refer to girder(s)for truss to truss connections. • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 291 lb uplift at joint 4 and 291 lb uplift at I joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-2-2 for 200.0 plf. I I I June 23,2021 At WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing sMiTek- always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PI7 Qua ... lity Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838453 20-DD2646 BP15 BLOCKING 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:44 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-ZzFMbY5PDePQXoAMg9x310W8htCeZrYZ7PfhIUz3PcH 1-8-12 1-8-12 1 3x4= 2 2x3 II Scale=1:11.4 i I <cli,to PR()Fes • - 89200PE T"" � it L �OREGON `�u 3 /p -1Y 14 2a P# ' MERRIU- 0 2x3 II " 3x4= RENEWAL DATE: 12-31-2021 1-8-12 1-8-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 ITCDL 8.0 Rep Stress her NO WB 0.15 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:9 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-12 oc pudins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical Max Uplift 4-296(LC 30),3=-296(LC 31) Max Gray 4=308(LC 51),3=308(LC 50) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-305/322,1.2=-259/259 BOT CHORD 3-4=-259/259 ' WEBS 1-3=-403/403 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. I6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 296 lb uplift at pint 4 and 296 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-12 for 200.0 plf. i I • I June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITeS®connectors.This design is based only upon parameters shown,and is for an indMdual building component,not a truss system.Before use,the building designer must verity 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 Mel( a 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 lasses and truss systems,see ANSUTP/f duality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety In/onnafion available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qly Ply Timbertech-Dartmouth North K9838454 20-DD2646 BP16 BLOCKING 5 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:45 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-19pkou62zyXH9ylZOtSIaD3H3HXtlHijM3PFgxz3PcG 1-8-12 1-8-12 3x4= Scale=1:17.6 1 2 I IN II ��9p PROFFs,� ,,\� NG' �Fq /O*y IK 89200PE I ihd �L OREGON �((r� c���! <0�4?7 4 20 tx 3 MFpRIO'' - 3x5 114 5x5_ RENEWAL DATE: 12-31-2021 1-8-12 1-8-12 Plate Offsets(X,Y)-- [3:0-2-8,0-2-121,[4:0-2-12,0-1-8] - - ----- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 TCDLBCLL 8.00.0 Rep Stress Incr NO WB 0.22 Horz(TL) OM Na Na BCDL 10.0 Code IBC2012/TPI2007 Matrix-P Weight:13 lb FT=0% LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-12 oc puriins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical I Max Uplift 4=-534(LC 30),3=-534(LC 31) Max Gray 4=546(LC 51),3=546(LC 50) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-543/560,1-2=-259/259 IBOT CHORD 3-4=-259/259 WEBS 1-3=-594/594 NOTES- 1)Wind:ASCE 7-10;Vult=l2omph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) I gable end zone and C-C Extetior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 534 lb uplift at joint 4 and 534 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-12 for 200.0 pll. 1 • I I June 23,2021 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTeke connectors.This design is based only upon parameters shown,and is for an indMdual 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 111 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 Owlity Criteria,OSB-B9 end BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9832455 20-D02646 BP17 BLOCKING 6 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:46 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-VMN60D7gkGf8n6Klya_X6RcSoht21 Msbj8oMNz3PcF 1-10-6 1-10-6 3x4= Scale=1:17.6 ' 1 2 283 iI ' 01/40p PRQFFss � tN(3fN FR /`'y ' :92 P 4. 4,0REGON A. /O AlV14,2° le 3 MFRRILL I386 ii4 656= RENEWAL DATE: 12-31-2021 1-10-6 1-10-6 Plate Offsets(X,Y)-- [3:0-2-8,0-2-12],[4:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Srww=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 TCDL 8.0 Rep Stress herNO WB 0.22 Horz(TL) 0.00 3 n/a Na BCLL D.0 Code IBC2012/TPI2007 Matrix-P Weight:14 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical ' Max Uplift 4=-536(LC 30),3=-536(LC 31) Max Gray 4=548(LC 51),3=548(LC 50) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-545/564,1-2=283/283 IBOT CHORD 3-4=-283/283 WEBS 1-3=-608/608 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) Igable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 536 lb uplift at joint 4 and 536 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 200.0 pit. I I i June 23,2021 / A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5019/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall q�building design. Bracing indicated is to prevent buckling of individual truss web andror chord members only. Additional temporary and permanent bracing MI{ek'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 ANS1/TPl1 Duality Criteria,DSB-89 and BCSI Building Component 280 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I 1 Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838456 20-DD2646 BP18 BLOCKING 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MTek Industries,Inc. Wed Jun 23 11:48:47 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-zYxUDZ7IVZn?OFvxW IVmfe8de5DbmBS?gNuLupz3PcE 1-2-2 1-2-2 324= Scale=1:17.7 1 2 2R0 II .<(- PROFESS ���� .NGINEFR /�'L ' 9 `r '9200� C _ % yIt" At OREGON �ttr, 11 �O�' 14 2° f.V- 3 ftRR1Lk- to I 3x5 I i 5x5= RENEWAL DATE:12-31-2021 1-2-2 1-2-2 Plate Offsets(X,Y)— [3:0-2-8,0-2-121,[4:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 4 >999 240 TCDL 8.0 Rep Stress herNO WB 0.20 Horz(TL) 0.00 3 Na n/a BOLL O.D Code IBC2012/TPI2007 Matrix-P Weight:11 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-2 oc puffins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical I Max Uplift 4=-529(LC 30),3=-529(LC 31) Max Gray 4=536(LC 51),3=536(LC 50) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-534/545 IWEBS 1-3=-549/549 NOTES- 1)Wind;ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions Ishown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 529 lb uplift at joint 4 and 529 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-2-2 for 200.0 plf. • • I June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 verily 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 WC• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses end truss systems,see ANSfdPir OlaNity Criteria,DSB-89 and BCSI Building Component 250 Klug Cirde Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838457 20-DD2646 BP19 ROOF SPECIAL 1 1 _ Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:49 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-vz3FeF9Y1 B1JeZ2KdiXEk3EytuvZE6EIHhNSziz3PcC i 0-4-8 0-11-1 1-2-9 0-4-8 0-6-9 b-3-8 I 0.50 12 Scale=1:17.4 1 2 33 I rrli _ I '\ti:EoPRoe'S15 4( �NCa1NFF1 /04 ' : 892007 . I 1i y dOREGON sA¢ 14 ,i�'14 2/3 P-t- ' 3x4- 4 FFIR1LL 0 5 2,6 II RENEWAL DATE:12-31-2021 1-2-9 1-2-9 Plate Offsets(X,Y)-- [1:0-2-4,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) 0.00 5 >999 240 MT20 185/148 (Roof Snow=25.0) ' Lumber DOL 1.15 BC 0.05 Vert(TL) -0.00 5 >999 180 Horz(TL) 0.00 4 a TCDLBCLL 8.00.0 Rep Stress InaNO WB 0.12 r✓ ri/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:11 lb FT=0% LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-9 oc puriins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=Mechanical,4=Mechanical I Max Horz 5=-46(LC 39) Max Uplift 5=-387(LC 38),4=-392(LC 39) Max Gray 5=397(LC 59),4n400(LC 58) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ITOP CHORD 3-4=-350/360 WEBS 3-5=-322/323 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) I gable end zone and C-C Exterior(2)0-1-12 to 0-4-8,Interior(1)0-4-8 to 1-0-13 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. I5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 387 lb uplift at joint 5 and 392 lb uplift at joint 4. 8)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-2-9 for 200.0 plf. • 1 June 23,2021 f A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MR-7473 rev.5/19/2020 BEFORE USE. 1! Design valid for use only with M TekIS 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 pf 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 mit Mllr� k'e is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I fabrication,storage,delivery,erection end bracing of trusses and truss systems,see ANSUTPIf Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldort,MD 20601 Corona,CA 92880 I Job Truss Truss Type CRY I Ply Timbertech-Dartmouth North K9838458 20-DD2646 BP20 JACK-CLOSED 1 1 _._ Job Reference(optional) _ Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:50 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGIi-07cdsbAAoU9aFjdWB02THHm7vIF_zXySWL6oV8z3PcB 1-10-6 1-10-6 3x4= 0.50 12 Scale=1:17.3 I 2 0 Al 4 ��� -N(31N49 /01 1 C 2 OP , 9L 4,OREGON ��Q tx /O '9 i4t` , 2-C)N P+ 3 � -PR1LL V ' 3x5 ii 5x5= RENEWAL DATE: 12-31-2021 1-10-6 1-10-6 Plate Offsets(X,Y)-- )3:0.2.8,0.2-12),[4:0-2-t2,0-1-8] __ -_ — ----— LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 IC 0.20 Vert(LL) -0.00 4 >999 240 MT20 185/148 ' (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 TCDL 6.0 Rep Stress InaNO WB 0.22 Horz(TL) -0.00 3 n/a Na BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:131b FT=0% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 OF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical I Max Horz 4=3(LC 10) Max Uplift 4—517(LC 38),3=512(LC 39) Max Gray 4=534(LC 59),3=520(LC 58) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ITOP CHORD 1-4=-528/542,1-2—286/283 BOT CHORD 3-4=-287/284 WEBS 1-3=-586/592 NOTES- I1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3) Unbalanced snow loads have been considered for this design. I4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 517 lb uplift at joint 4 and 512 lb uplift at joint 3. 7)This truss has been designed tar a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 200.0 plf. I June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r�building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mllek' is always required for stability and to prevent collapse with possible personal injury end property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSV(P/1 Qual ty Criteria'DSB-89 and SCSI Building Component 250 bug Circle Safety Information available front Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 206ot Corona.CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838459 20-DD2646 BP21 JACK-CLOSED 1 • 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:51 2021 Page 1 ' ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-sJA?3xAoZoHRItCil7ZipUJIIiaDi_Hbk_sZ1az3PcA 1-10-6 1-10-6 3x4= 0.50 12 Scale=1:16.8 1 2_2x3 ,(QED PROFs,- �S? tJGINFF9 /o�9 ,. ss200PE yL 4OREGON �<v yi y /O `9)'7 4 20� P4 3 MFRRILL e' ' 3x5 II 5x5= RENEWAL DATE: 12-31-2021 1-10-6 1-10-6 Plate Offsets(X,Y)-- [3:0-2-8,0-2-121,[4:0-2-12,0-1-8] - _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) ' Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 TCDLBCLL 8.00.0 Rep Stress Incr NO WB 0.21 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-P Weight:13 lb FT=0% LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-IC-6 oc puriins, BOT CHORD 2x4 OF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical ' Max Horz 4=3(LC 10) Max Uplift 4=-500(LC 38),3=-495(LC 39) Max Gray 4=517(LC 59),3=504(LC 58) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ITOP CHORD 1-4=512/526,1-2�286/283 BOT CHORD 3-4=-287/284 WEBS 1-3=-572/578 NOTES- I1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60f;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.0D 3)Unbalanced snow loads have been considered for this design. I 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • • 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 500 lb uplift at joint 4 and 495 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 200.0 plf. I I June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall t'�building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml lek' a always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS!?PI7 Quality Criteria,058-89 and BCSIBW/tl/ng Component 250 Klug Circle Safety information available from Truss Plate Institute,2670 Cain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type lay Ply Timbertech-Dartmouth North K9838460 20-DD2646 BP22 JACK-CLOSED 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:53 2021 Page 1 I ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-oillUdC35PX96AM5sYcAvvOtKVGhAusuCILg6Tz3Pc8 1-10-6 1-10-6 3x4= 0.50 72 Scale=1:16.4 1 2- 2x3 I 89200PE I �L OREGON k �<v. %�gY14,2.° i- 3 MER R I IA' I 4 5x5= 3x5 II RENEWAL DATE: 12-31-2021 1-10-6 I 1-10.6 Plate Offsets(X,Y)-- [3:0-2-8,0-2-121,[4:0-2-12,0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 TCDL 8.0 Rep Stress Incr NO WB 0.21 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:13 lb FT=O% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical I Max Horz 4=3(LC 38) Max Uplift 4=-484(LC 38),3=-478(LC 39) Max Gray 4=500(LC 59),3=487(LC 58) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. I TOP CHORD 1-4=-495/509,1-2=286/283 BOT CHORD 3-4=-287/284 WEBS 1-3=-558/564 NOTES- I1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=60f1;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3) Unbalanced snow loads have been considered for this design. I4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 484 lb uplift at joint 4 and 478 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 200.0 plf. I I June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 mii a lass 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 ANS/?P/1 Oudify Criteria,OBB.B9 and SCSI Building Component 250 bug Circle Salary Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20am Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838461 20-DD2646 BP23 JACK-CLOSED 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:55 2021 Page 1 I ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-k4OWvIEJd1 nsMUWU_zee_KU?0Jy0eplBfcgnAMz3Pc6 1-3-6 1-3-6 3,40,50 12 Scale:3/4'=1, 2x3 ll I .<(:REO PROP �NGINq �O,y9 Iy• 89200PE �7 r� /r I7_ yG OREGON k �1� �0 I1 �-4 .-7p4,2.O t Q4 4 3x5 5x5_ RENEWAL DATE: 12-31-2021 I 36 1-3-6 Plate Offsets(X,Y)-- [3_0-2-8,0-2-12L 14:0-2-12,0-1-8] ___ LOADING (psf) SPACING- 2-0-0 CM. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) I Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 4 >999 240 Horz(TL) -0.00 3 a n/a TCDLBCLL 8.00.0 Rep Stress Inc/ NO WB 0.18 r✓ BCDL 10.0 Code IBC2012ffP12007 Matrix-P Weight:10 lb FT=0% LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purliris, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical I Max Horz 4=2(LC 39) Max Uplift 4=-461(LC 38),3=-460(LC 39) Max Gray 4=473(LC 59),3=464(LC 58) FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown. ITOP CHORD 1-4=-469/476 WEBS 1-3=-490/495 NOTES- 1)Wind:ASCE 7.10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h�Oft;Cat.II;Exp B;Enclosed;MWFRS(envelope) I gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 461 lb uplift at joint 4 and 460 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate gnp DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-3-6 for 200.0 plf. I 1 I June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �}building design.Bracing indicated is to prevent buckling of individual Inns web and/or chord members only. Additional temporary and permanent bracing MI IT 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 ANSUTPD Ovali fy Coterie,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20e01 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech>Dartmouth North K9838462 20-DD2646 BP24 BLOCKING 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:56 2021 Page 1 I 1-8-12ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-CH_u6eExOKwjze5gXg9tWy0AIjISNFpKuGZKjoz3Pc5 1-8-12 1 3x4= 22x3 I I Scale=1:15.5 C�����NG PEFq s4., �, v ' 89200PE r ' �1 • - cc- 4,OREGON &� /O � 14, 2�� P+ 3 MFR R I I.L I 4 5x5= 3x5 II RENEWAL DATE: 12-31-2021 1-8-12 Plate Offsets X,Y-- 1 8 12 ( ) j3:0-2-8,0-2-12],[4:0-2-12,0-1$] -- ---- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 ' TCDLBCLL 13.00.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.00 3 Na n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-P Weight:12 lb FT=0% LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-12 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical I Max Uplift 4=-454(LC 30),3=-454(LC 31) Max Gray 4=465(LC 51),3=465(LC 50) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-462/479,1-2=-259/259 IBOT CHORD 3-4=-259/259 WEBS 1-3=-525/525 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psi;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) Igable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 454 lb uplift al joint 4 and 454 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-12 for 200.0 plf. I June 23,2021 A WARNING-Vedty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTeke 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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual buss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �••R � fabrication,storage,delivery,erection end bracing of busses and truss systems,see ANSI?P/1 Quality Criteria,OSBde and SCSI Bui/ding Component 250 Mug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldod,MD 20601 Corona,CA 92880 '` I Job Truss Truss Type Qiy Ply Timbertech-Dartmouth North K9838463 20-DD2646 BP25 BLOCKING 7 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:57 2021 Page 1 I ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-gTYGK_FZ9e2abogs50g631ZLU7ed6izU7wJtFEz3Pc4 1-10-6 1-10-6 1 3x4= 22x3 II Scale=1:15.5 ' <('‘?‘Ep PROiFss �0) tNGINE�9 /py IQ 89200PE _ • I 97 �OREGON c A.tti , l / io -/ '14 20, Q4 I 3 MRRI�L 4 5x5= 3x5 RENEWAL DATE: 12-31-2021 1-10-6 1-10-6 _._. Plate Offsets(X,Y)-- [3:0-2-8,0-2-12],[4:0-2.12,0.1.8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) ' Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 Horz(TL) 0.00 3 n/a TCDL 8.0 Rep Stress herNO WB 0.20 Na BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:12 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purtins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical ' Max Uplift 4=455(LC 30),3=-455(LC 31) Max Gray 4=468(LC 51),3=468(LC 50) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=464/483,1-2=-283/283 ' BOT CHORD 3-4=-283/283 WEBS 1-3=-541/541 NOTES- • 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psI bottom chord live load nonconcurrent with any other live loads. I 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 455 lb uplift at joint 4 and 455 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 200.0 plf. 111 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. f Design valid for use only with MiTel®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 teg ' • 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 ANaI?P/1 Qualify Cdferie,DSB.89 end t3CS!Building Component 250 tag Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838464 20-DD2646 BP26 BLOCKING 3 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:58 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-9f5eXKGBvyARDyF2f5BLcz5WGWz_rAOdLa2Rngz3Pc3 1-7-2 1-7-2 1 3x4= 22x3 II Scale=1:15.5 . EO PROFESS ,,,c. N(,INE`cR /'29 89200PE r O yG dtOREGON �tci� i0 q),#11bip4 2.0 # 4 5x5= 3x5 a RENEWAL DATE:12-31-2021 1-7-2 is-2 Plate Offsets(X,Y)-- 13:0-2-8,0-2-12],[4:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 4 >999 240 TCDL 6.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.00 3 rile n/a BCLL D.0 Code IBC2012/1P12007 Matrix-Pa BCDL 10.0 Weight:111b FT=0% LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-2 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical I Max Uplift 4=-452(LC 30),3=-452(LC 31) Max Gray 4=463(LC 51),3=463(LC 50) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-460/475 IWEBS 1-3=-511/511 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions Ishown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp 13;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 452 lb uplift at joint 4 and 452 lb uplift at • joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-7-2 for 200.0 plf. I I June 23,2021 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITeloS 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 end 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?Pl1 Qualify Criteria,DSB-89 and BCS!Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 202 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type (DIY Ply Timbertech-Dartmouth North K9838465 20-DD2646 BP27 BLOCKING 1 1 • Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:48:59 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-dsfl kgHggFllg5pFDpia8Aeh4wJNadqmaEo_J7z3Pc2 1.2-12 1-2-12 3x4= 2x3 II Scale=1:15.6 i 1 2 ' ( / ,� 0a lNk FR 0 0 4, 'a 920Q� Er°NPRpFFs a y� �OREGON 5 �� d1 1 /O 11Y14,2a 4P 3 MFR R I O- 0 4 5x5— RENEWAL DATE: 12-31-2021 3x5 II 1-2-12 -2-12 Plate Offsets(X,Y)-- [3:0-2-8,0-2-12],[4:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 4 >999 240 TCDL 8.0 Rep Stress!nor NO WB 0.18 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:lO lb FT=0% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-12 oc puffins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical I Max Uplift 4=-449(LC 30),3=-449(LC 31) Max Gray 4=456(LC 51),3=456(LC 50) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-454/465 WEBS 1-3=-478/478 II NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions Ishown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. I6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 449 lb uplift at joint 4 and 449 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-2-12 for 200.0 plf. I I I June 23,2021 1 Ill I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MlTeId8 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 andlor chord members only.Additional temporary and permanent bracing M ek ' 7 is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 i Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North 20-DD2646 BP28 ROOF SPECIAL 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015,Milek 8.430 a Mar 222021 MiTek Industries,Inc.Wed Jun 23 11:33:04 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-oDy62Yo9yMX?OZgtQvUaGdokl Kf414a_cK3y?fz304T I I 1-2-10 I 1-2-10 Scale=1:17.2 1 2 Ir 2x4 II 2x3II <(-v%Ep PRo Ire ss ��-, �cNG I NF�c9 /O29 `� . - 89200PE r 5 4x5' II ,� 4x5= �\( o 0 I Iz1 yL 4/OREGON A. 3 /0 '4YI4,2° ts Pti- VERTICAL SUPPORT OF FREE END 4 I OF CHORD IS REQUIRED. V` RR k-, 385 I l RENEWAL DATE: 12-31-2021 I 1-2-10 1-2-10 IPlate Offsets(X,Y)— [3:0-2-12,0-1-8],[6:0-2-4,0-0-0] LOADING (psf) SPACING- 2-0-0 CM. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.02 4 >479 240 MT20 185/148 (Root Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(TL) -0.02 4 >454 180 I BCDDL TCL 0.0 8.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.03 3 Na Na BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:9 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-10 oc purlins, BOT CHORD 2x4 OF No.2III except end verticals. WEBS 2x4 HF Std'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-6:2x6 DF No.2 • REACTIONS. (lb/size) 3=44/Mechanical,6=41/0-5-B (min.0-1-8) Max Horz 6=-299(LC 31) Max Uplift 3=-538(LC 31),6=-540(LC 30) • Max Gray 3=557(LC 50),6=554(LC 51) 1 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-5=-552/545 • BOT CHORD 5-6=-443/446 I NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2pst;BCDL=6.Opsf;h=601t;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat root snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. I7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 538 lb uplift at joint 3 and 540 lb uplift at joint 6. 8)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 0-9-2 for 320.4 off. LOAD CASE(S) Standard I June 23,2021 I I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTeke 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 e Iis always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVIP/1 Oualiry Criteria,OBB-89 and SCSI Building Component 250 Klug Circle Salary Information available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838467 20-DD2646 BP29 BLOCKING 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:01 2021 Page 1 I D:Uz?6p9Pw3CC W 5KptXKXke lizFGli-ZEnn 9M14CtY04PzdKEI2Dbj06k?Z2 W h32YH5O?z3 Pc0 7106 1-10-6 I 3x4= Scale=1:17.1 1 2— u3 ��°\NG P 4FRssj�2 �, v 89200PE `� .rrioole7,0r. 111 7 �L' OREGON ��Q 0 ''1 14, 2p1 P- I 3 MFR R 10- ei 3x5 II4 5x5= RENEWAL DATE: 12-31-2021 1-10-6 1-10-6 Plate Offsets(X,Y)-- [3:0-2-8,0-2-121,[4:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 TCDL 8.0 Rep Stress InvNO WB 0.22 Horz(TL) 0.00 3 Na Na BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:13 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2I TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc pudins, BOT CHORD 2x4 DF No.2except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical Max Uplift 4=-517(LC 30),3=-517(LC 31) Max Gray 4=530(LC 51),3=530(LC 50) FORCES. (Pb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-526/545,1-2—283/283 IBOT CHORD 3-4=-283/283 WEBS 1-3=-592/592 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;ha6Oft;Cat.II;Exp B;Enclosed;MWFRS(envelope) ' gable end zone and C-C Extenor(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 111 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 517 lb uplift at joint 4 and 517 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 200.0 plf. I I I June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with Mi7ek®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 end property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVRal1 Quality Criteria,DSB-B9 and BCSi Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Welded,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838468 20-DD2646 BP30 BLOCKING 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:02 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHZFG11-1 RL9NiJizAgthZYquxGHmpGBv8Lwnz4DGC0ewSz3Pc? 1-7-2 1-7-2 3x4= Scale=1:17.2 1 2 I - 2x3 II ' �R�D PROEtc, ��� ��GIN`� .- ----0 I I 1� 9L �OREGON tx „4r� 1 r /O 4)'14,2C3 �Q+ 3 . ARIL\- I3x5 114 sxs= RENEWAL DATE: 12-31-2021 1.7-2 1-7-2 I Plate Offsets(X,Y)-- [3:0-2-8,0-2-121,[4:0-2-12,0.1-8] 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 0.20 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 4 >999 240 TCDL 8.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:12 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-2 oc purlins, BOT CHORD 2x4 OF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical I Max Uplift 4=-514(LC 30),3=-514(LC 31) Max Gray 4=525(LC 51),3=525(LC 50) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 1-4=-522/537 ' IWEBS 1-3=-565/565 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions Ishown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. I 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 514 lb uplift at joint 4 and 514 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-7-2 for 200.0 plf. I I I June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MIt-7473 rev.5It9/2020 BEFORE USE. a Design valid for use only with MITeIr®connectors.This design is based only upon parameters shown,and is bran 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 budding of individual truss web and/or chord members only.Additional temporary and permanent bracing 1d iTlak- 250 KJug Circle is always required far 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 ANSUTP11 Quality Criteria,05B-89 and BCSI Building Component SafetyMformetian available born Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838469 20-DD2646 BP31 BLOCKING 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:03 2021 Page 1 I ID:Uz?8p9Pw3CCW5KptXKXkgHzFGII-VdvXa1 KKkUokJj70Sfn WJ0pOtXhOW R8MVsmCTuz3Pc_ 1-10-6 1-10-6 3x4= 2x3 I I Scale=1:11.9 1 I to PROFe19,, ��� oi EF9 0/0y 9 ;92 OP i )1\ 9 OREGON N. ��Q 3 Lip�gy/4 20�c1/2P} 1 MRRI Lk- 2x3 II 4 3x4= RENEWAL DATE: 12-31-2021 1-10-6 1-10-6 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 0.12 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 TCDL 8.0 Rep Stress!nor NO WB 0.15 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:101b FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, -- IBOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical Max Uplift 4—296(LC 30),3=-296(LC 31) IMax Gray 4=309(LC 51),3=309(LC 50) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=305/324,1-2=-283/283 BOT CHORD 3-4=-283/283 IWEBS 1-3=-422/422 NOTES- 1)Wind:ASCE 7-10;Vuit=120mph Vasd=95mph;TCDL=4.2psf;BCDL�.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions Ishown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pt=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. I6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 296 lb uplift at joint 4 and 296 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 200.0 pit. I I June 23,2021 III 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTek5,connectors.This design"s based only upon parameters shown,and is for an individual building component,not a trues system.Before use,the building designer must verily 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 permanentbracing pat MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the Ifabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Quality Criteria,DSB-89 and BLSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2870 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 • I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838470 20-DD2646 BP32 BLOCKING 2 1 • Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:04 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-zpTwoNLyVowbxtiC?MIIrELZgx0N FucWkW VI_Kz3Pbz 72 1-7-2 3x4= 2x3 I' Scale=1:11.4 1 2 I \ GI NE- cSio 9 `r $9200PE � )7N y OREGON <4, tk is. a L/Q M Y 14,26\ -k- RRIt.L 2x3 II 4 3x4= RENEWAL DATE: 12-31-2021 1-7-2 i 1-7-2 LOADING (psf) • SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 4 >999 240 ITCDL 8.0 Rep Stress Incr NO WB 0.14 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-P Weight:9 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-2 oc purlins, IBOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical Max Uplift 4=-293(LC 30),3=-293(LC 31) Max Gray 4=304(LC 51),3=304(LC 50) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-301/316 WEBS 1-3=-383/363 • INOTES- 1)Wind:ASCE 7-10;Vult=l2omph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C tar members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 293 lb uplift at joint 4 and 293 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 pit.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-7-2 for 200.0 plf. I I June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is loran individual budding 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 Mall( 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 ANSV!'PN rguality Criteria,056-89 and SCSI Building Component 250 Klug Circle Surety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92860 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838471 20-DD2646 BP33 BLOCKING 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 6.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:06 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-WCagC3MD1 PAIAAsb7nKDwfRuCli?jpNoBq_s2Dz3Pbx 1-2-12 1-2-12 3x4= 2x3 II Scale=1:11.4 1 2 °��0 PROFes �4,\� NGjN�F9 s/''' 92 OP p OREGON IIK �1 I )( 1 x3x G/0*r 14,2°1�p>4 iliFf�R10L 2x3 II 4 3x4= RENEWAL DATE: 12-31-2021 1-2-12 1-2-12 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 4 >999 240 iiTCDL 8.0 Rep Stress'nor NO WB 0.12 Horz(TL) 0.00 3 n/a r'a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:7 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-12 oc purlins, IBOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical Max Uplift 4=-290(LC 30),3=-290(LC 31) Max Gray 4=297(LC 51),3=297(LC 50) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=295/306 WEBS 1-3=-337/337 INOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60R;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 290 lb uplift at joint 4 and 290 lb uplift at joint3. 7)Thiss truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-2-12 for 200.0 p1f. I I June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MDEK REFERENCE PAGE MII-7473 rev.919/2020 BEFORE USE. ��- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is loran 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 andlorchord members only.Additional temporary and permanent bracing II Tek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the labdcation,storage,delivery,erection and bracing of trusses and truss systems,see ANSVlPN Quality Coterie,OSB-89 and BCSI Building Component Slug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 2n801 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838472 20-DD2646 BP34 BLOCKING 1 1 Job Reference(options) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:07 2021 Page 1 ID:Uz? kg 6p9Pw3CCW5KptXKXHzFGli-OO82QPN rojl9oKRnhUsSTsz3y92DSFbyQUkPbfz3Pbw 3-4 1-3-4 3x4= 2x3 I I Scale=1:11.4 1 2 1 I �kEp PROFk-S mac., V,-GINfiF? `P/P''9 I4 89200PE r I )11 , I17 1 p OREGON 1.v/ 3 GAO-Y 14, 2a,'4 RR11-L I2x3 ii4 3x4= RENEWAL DATE: 12-31-2021 1-3-4 1-3-4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Icc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 4 >999 240 .11 TCDL 8.0 Rep Stress Inc/ NO WB 0.13 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-P Weight:8lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-3-4 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical Max Uplift 4=-290(LC 30),3=-290(LC 31) Max Gray 4=298(LC 51),3=298(LC 50) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4—296/308 WEBS 1-3 -3422/342 INOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2ps1;BCDL=6.opsf;h=601t;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ' 2)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 290 lb uplift at joint 4 and 290 lb uplift at I joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1,60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-3-4 for 200.0 plf. I June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an indMdual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall y� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M,Iek- is always required for stability and to prevent collapse with possitle personal injury and property damage. For general guidance regarding the fabdcalion,storage,delivery,erection and bracing of trusses and truss systems.see ANSITPI7 Qua/fly Criteria,OSa-69 and BCS/Building Component 250 Klug Circle Safety/nformatbn available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92590 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838473 20-DD2646 ,BP35 BLOCKING 4 1 Job Reference(optional) _ Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:08 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-sbiQdlOTZ000QU?_ECNh04WEdYOFBhV5f8Tz75z3Pbv 1-8-12 1-8-12 3x4= 2x3 II Scale=1:11.4 1 2 i 0'1/40p PROFF0 �,c . LNGIN F� Si-4, I89200PE 111 /� li OREGON G. 44/ 3 LOOM Y1a, 2ot�P+- RRIL� 2x3 ii 4 3x4= RENEWAL DATE: 12-31-2021 1-8-12 1-8-12 111 LOADING (psf) SPACING- 2-0-0 CS!. DEFL. in (loc) Vdefl Ltd PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 ITCOL 8.0 Rep Stress'nor NO WB 0.15 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2D07 Matrix-P Weight:9 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-12 oc purlins, IBOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical Max Uplift 4=-295(LC 30),3=-295(LC 31) Max Gray 4=306(LC 51),3=306(LC 50) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-303/320,1-2=-259/259 BOT CHORD 3-4=-259/259 I WEBS 1-3=-402/402 • NOTES- 1)Wind:ASCE 7-10;Vult=l20mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. • I 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 295 lb uplift at joint 4 and 295 lb uplift at joint 3. 7)This truss has been designed tar a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-12 for 200.0 plf. I I I June 23,2021 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall {� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mliek' 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 end truss systems,see ANSUTPl1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Sanely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20801 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838474 20-DD2646 BP38 BLOCKING 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:09 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-KnGpr505KKYt1 eaAovuwYH3OUykjw8DFtoD WIYz3Pbu 1-2-7 1-2-7 3x'P 12 Scale:3/4'=1' 1 -- 2— 2x3 l l �RtO PR aces e. 4111��.� �CNGiN�F9 s/p2�r 44 ,.�.. 89200PE k yL 4,OREGON ,`SC Qv tx 3 �1' /O 4 Y 14, 2� t�'E - MRR1�� � 3x5 I4 5x5= RENEWAL DATE:12-31-2021 27 1-2-7 Plate Offsets(X,Y)-- [3:0-2-8,0-2-12],[4:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 4 >999 240 TCDL 8.0 Rep Stress Inc/ NO WB 0.18 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:10 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-7 oc pudins, BOT CHORD 2x4 OF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical I Max Horz 4=2(LC 38) Max Uplift 4=-463(LC 38),3=-463(LC 39) Max Gray 4=475(LC 59),3=467(LC 58) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ITOP CHORD 1-4 -471/477 WEBS 1-3=-488/493 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) I gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 463 lb uplift at joint 4 and 463 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-2-7 for 200.0 plf. I I I June 23,2021 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE n individual rev. 02D BEFORE USE. Design valid for use only with MTekrS 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 111 building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Miy� le k' • 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 ANS!?PIf Qualify Criteria,BSB-89 and BCSI Building Component 250 Klug Circle SafetyIMormalbn available tram Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9638475 20-DD2646 BP37 BLOCKING 1 1 Job Reference(optional) , Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:10 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGliozgB2RPI5egkfo9MMdP95VbazM4ffbnO6Sy3B_z3Pbt 1.10-6 1-10-6 3x4= 0.50 FIT 2x3 I I Scale=1:12.1 I 2- kr -7 � 8 OPE � / \ p OREGONSC < / a G/0MY14 23-\la # RR11-k- 114.0 II2x3 II 4 3x4= RENEWAL DATE:12-31-2021 1 1-10-6 1-10-6 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 TCDL 8.0 Rep Stress!nor NO WB 0.16 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:101b FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical Max Horz 4=3(LC 38) 1 Max Uplift 4 321(LC 38),3=-313(LC 39) Max Gray 4=337(LC 59),3=323(LC 58) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-332/348,1-2=-286/283 IBOT CHORD 3-4=-287/284 WEBS 1-3=-433/437 NOTES- 1)Wind;ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h�Oft;Cat.II;Exp B;Enclosed;MWFRS(envelope) ' gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;P1=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 321 lb uplift at joint 4 and 313 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 200.0 plf. I I I June 23,2021 t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �} 11! building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml lek' is always required for stability and to prevent collapse with possible personal injury and p opn.ly damage. For general guidance regarding the Ifabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSprPN Duality Criteria,DSB-89 and BCS/Buflding Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838476 20-DD2848 BP38 JACK-CLOSED 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:12 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-kMyxT6RzcFxSu5JIT2RdAwhwdAU7VghZmRAGsz3Pbr 157 1-5-7 1 3x4— 0.50 FIT 2x3 I I Scale=1:11 7 I _ 2 1 '`BRED PROFFss ^ LS, cNGiNF9 �a2 9 Q 92 0P r • I l I 3 f 9L �OREGONc. A.kr i0 q 14 0, + MFR R 10- P 4 2x3 i1 3x4— RENEWAL DATE: 12-31-2021 1-5-7 1-5.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 4 >999 240 TCDL 8.0 Rep Stress!nor NO 1 WB 0.14 Horz(TL) -0.00 3 o/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:8 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-5-7 oc pudins, IBOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=0-5-8,3=Mechanical Max Horz 4=2(LC 38) I Max Uplift 4=-301(LC 38),3=-296(LC 39) Max Gray 4=313(LC 59),3=303(LC 58) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-309/320 IWEBS 1-3=-366/370 NOTES- 1)Wind:ASCE 7-10;Vult=l2omph Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=6oft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions Ishown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;P1=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. I6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 301 lb uplift at joint 4 and 296 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 pit.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-5-7 for 200.0 plf. I 1 I June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTeloB connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not • a truss system.Before use,the braiding designer must verify the applicability of design parameters and properly incorporate this design into the overall '! building design. Bracing indicated is to prevent bucking of individual truss web anWor chord members only.Additional temporary and permanent bracing Mfek" is always required for stability end 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?P/1lgaallry Criteria,05889 mid SCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Darenouth North K9838477 20-1302646 BP39 1 BLOCKING 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:15 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-9xd458TsvAJ11Z2K9A?KoYJOtNngKr07GjggtBz3Pbo 1.10.E 1-10-6 3x4= 2x3 II Scale=1:15.8 I 2— ��Ep PROFFS Q,,_"44 �N('INFR silly $92QOPE �r N 9LOREGON A. I r1 i 4 14 0 i 4 5x5= RENEWAL DATE:12-31-2021 3x5 II 1-10-6 -10-6 _ Plate Offsets(X,Y)-- [3:0-2-8,0-2-12],[4:0-2-12,0-1-8] LOADING (psf) • SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 TCDL 8.0 Rep Stress Inca NO WB 0.20 Horz(TL) 0.00 3 n/a Na BOLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:12 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10.6 oc pudins, DOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HE Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical I Max Uplift 4=-464(LC 30),3=464(LC 31) Max Gray 4=477(LC 51),3=477(LC 50) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-473/492,1-2—283/283 IBOT CHORD 3-4=-283/283 WEBS 1-3=-548/548 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) Igable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. I5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 464 lb uplift at joint 4 and 464 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 200.0 plf. I I I June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITelt®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 M Te is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVlPIf Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available front Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838478 20-DD2646 BP40 ROOF SPECIAL 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:16 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-d7BSJ000gURuNjdWitWZKmrbfn7731jHUNPOPez3Pbn 1-8-12 1-8-12 1 3x4= 22x3 II Scale=1:15.8 i I �ce,ED PR0FFS • 9 89200PE r /7.1110�OtREGON A. )7\ 70 .1V14,2° P- I 4 Sx5= 3x5 II RENEWAL DATE: 12-31-2021 1-8-12 1-8-12 Plate Offsets(X,Y)-- 13:0-2-8,0-2-121,[4:0.2.12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 4 >999 240 TCDL 8.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.00 3 rt/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:12 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-12 oc pudins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical 1 Max Uplift 4=-463(LC 30),3=-463(LC 31) Max Gray 4=474(LC 51),3=474(LC 50) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-471/488,1-2=-259/259 BOT CHORD 3-4=-259/259 WEBS 1-3=-533/533 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=601t;Cat.II;Exp B;Enclosed;MWFRS(envelope) Igable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat root snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 463 lb uplift at joint 4 and 463 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-12 for 200.0 plf. I I June 23,2021 l 1. r: A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MRek• 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 end truss systems,see AN3l?P/1 Qualify Criteria,DSB-89 end SCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838479 20-DD2646 BP41 JACK-CLOSED 1 1 Job Reference(optional) _ Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:17 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-5JIgWgV6RnZl?sBiGblotzOnOBSXom?Qj19xx4z3Pbm -3-14 1-3-14 1 3x4=0.50 12 2x3 II Scale=1:11.7 2 �, c�NGFF�s`sip2 89200PE t' )7 ' 1 0yL 410R;� E GON As �� 3 /0 ‘41}'i4r2° P+ 2z3 II 3x4= RENEWAL DATE: 12-31-2021 1-3-14 1-3-14 I LOADING (psf) 250 SPACING- 2.0.0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Root Snow=25.0) Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 4 >999 240 MT20 185/148 TCDL g.p Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 4 >999 240 1 BCLL Rep Stress Ina NO WB 0.13 Horz(TL) -0.00 3 Na Na BCDL 10.0 Code IBC2012/TPI2007 Matrix-P Weight:8lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-3-14 oc purlins, IBOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 44-5-8,3=Mechanical Max Horz 4=2(LC 39) I Max Uplift 4=-298(LC 38),3=-294(LC 39) Max Gray 4=309(LC 59),3=300(LC 58) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=306/315 IWEBS 1-3=-350/354 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions Ishown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL;ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. I6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 298 lb uplift at joint 4 and 294 lb uplift at joint 3. 7)This truss has been designed for a total drag load of 200 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-3-14 for 200.0 plf. I I I June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5292020 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component,not - a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P71 Quality Criteria,OSB-89 and SCSI Building Component 250 bug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838480 20-DD2648 BX01 Roof Special Girder 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:19 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-1 itaxW W MzPpSEAL5003Gy0T5u_zEGID)A.Le20zz3Pbk 3-10-8 3-10-8 I 3x4= 2x3 II Scale=1:11.9 I 5 _— g 2 I 1111 I 7 3 I3x4 I I 4 4z4= 3-10-8 I 3-10-8 t LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.04 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.72 Vert(TL) -0.07 3-4 >583 240 ITCDL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 3 n/a n/a BCLLBCDL 10.0 Code IBC2012/TPI2007 Matrix-P Weight:20 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, ' BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical Max Harz 4=54(LC 9) 1 Max Uplift 4=-178(LC 8),3=-178(LC 9) Max Gray 4=754(LC 1),3=754(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. I NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 178 lb uplift at joint 4 and 178 lb uplift at joint 3. 7) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1200 lb down and 271 lb up at Ep PROF e, 1-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Qx 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ���� �4G N��R s�� LOAD CASE(S) Standard �(y 2 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 9r� OP �• f Uniform Loads(plf) Vert:1-2=-66,3-4=-20 Concentrated Loads(Ib) Vert:7=-1200(B) I 9G 41CC OREGON L44 /0 .41'14 2° 1"` MFRR11.�-lP I RENEWAL DATE:12-31-2021 June 23,2021 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. 0 Design valid for use only with MiTek®g designer This design is based only upon parameters shown, properly is for an individual!wilding component,not111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r�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 Ifabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUrPlf Quality Criteria,OSB-B9 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Grain Highway,Suite 203 Waldorf,MD 20601 Corona.CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838481 20-DD2646 BX02 Roof Special Girder 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:20 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-VuOz8rX?kixJsKwHxjbWc0GROMq?9KsP?NbYPz3Pbj 3-11-8 3-11-8 3x4_ 2x3 I I Scale=1:14.3 1 5 6 2 • • 111 I 7 3 2x3 114 3x4= 3-11-8 3-11-8 LOADING (psf) SPACING- 2-0-0 CaDEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.03 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.57 Vert(TL) -0.07 3-4 >625 240 ' TCDL 8.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P Weight:19 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc pudins, IBOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanlcal,3=Mechanical Max Horz 4=-75(LC 10) I Max Uplift 4=-87(LC 8),3=-86(LC 9) Max Gray 4=276(LC 1),3=271(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. INOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-9-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 ' 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 87 lb uplift at joint 4 and 86 lb uplift at joint 3. I7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)231 lb down and 68 lb up at ��nE� PROF SrS 1-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. `` F 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �Cj �NG(N ,.R „O LOAD CASE(S) Standard w IT.. Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 9200P �� Uniform Loads(plf) Vert:1-2=-66,3-4—20 Concentrated Loads(lb) Vert;7=-231(B) 7 OREGON �zQ /O 'QY14,2 \ P-�- ' MFRRILL 0 RENEWAL DATE: 12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. ' Design valid for use only with MRe&&connectors.This design is based only upon parameters shown.and Is for an IndNldual building component.not a truss system.Before use,the building designer must verity 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 NIi1®k- N always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see q/JS!?P/r OuaNty Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Mformation available horn Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech•Dartmouth North K9838482 20-D02646 13X03 ROOF SPECIAL GIRDER 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:21 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-z5_LMBYdV03ATUVTVR6k1 pYG_oglkcM0ef794rz3Pbi 6-5-12 6-5-12 0.50112 Scale=1:14.3 12x3 II 5 6 7 3x4= 1 1 l 8 9 10 4x5= 4 3x 3x4 II 6-5-12 I 6-5-12 Plate Offsets(X,Y)-- [2:0-1-12,0.1.8],[4:0-2-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.07 3-4 >999 240 MT20 185/148 ' (Roof Snow=25.0) Lumber DOL 1.15 BC 0.68 Vert(TL) -0.16 - 3-4 >474 240 TUX8.0 Rep Stress InaNO WB 0.04 Horz(TL) 0.00 3 Na Na BCLL 0.0 Code IBC2012T1PI2007 Matrix-P Weight:32 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF Not TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF No2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=0-4-0 Max Horz 4=-60(LC 12) Max Uplift 4=-144(LC 11),3—199(LC 11) Max Gray 4=536(LC 21),3=690(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ' NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=42psf;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 4-4-10,Interior(1)4-4-10 to 6-4-0 zone;cantilever lett and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 144 lb uplift at joint 4 and 199 lb uplift at I joint 3. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)221 lb down and 84 lb up at ,(et. � PROFFS 1-11-4,and 221 lb down and 83 lb up at 3-11-4,and 227 lb down and 76 lb up at 5-11-4 on bottom chord. The design/selection of ��s NGINEF9 /0 such connection device(s)is the responsibility of others. 2 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). <i,r -y LOAD CASE(S) Standard 89200PE 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 j� Uniform Loads(plf) jar Vert:1-2=66,3-4=-20 Concentrated Loads(Ib) Q Vert:8=-221(B)9=-221(B)10—227(B) y OREGON �4 G/0 '4'f 4 2O1 MFi4RitA-0P IRENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with Wek®connectors.This design's 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 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?P!1 Quality Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type QfY Ply Timbertech-Dartmouth North K9838483 20-DD2646 BX04 ROOF SPECIAL GIRDER 1 1 .Job Reference(optional) Precision Truss 8 Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:22 2021 Page 1 I D:Uz76p9Pw3CC W 5 KMXKX4HzFGli-S HYjZXYFG KB 15e4g38dza 15XdC3 W T3k9tJsicHz3Pbh 5-1-10 5-1-10 Scale=1:15.1 3x4= 2x3 5 6 2 r R Iei 7 8 3 I 3x4 4 4x4= 5-1-10 5-1-10 LOADING (psi) SPACING- 2-0-0 CS!. DEFL. in floc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.03 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(TL) -0.07 3-4 >811 240 ITCDL 8.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:271b FT=O% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical Max Horz 4=68(LC 8) I Max Uplift 4=-134(LC 8),3=-160(LC 9) Max Gray 4=438(LC 1),3=534(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 10 3-1-12,Interior(1)3-1-12 to 4-11-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 I3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 lb uplift at joint 4 and 160 lb uplift at joint 3. I7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)264 lb down and 95 lb up at �`_c2�D pR O�t�� 1-11-4,and 292 lb down and 94 lb up at 3-11-4 on bottom chord. The design/selection of such connection device(s)is the c� responsibility of others. ��`C LNG I N�'E91.S'jn� 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Q 92 OF 9v' 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 • Uniform Loads(pit) Vert:1-2=-66,3-4=20 • Concentrated Loads(Ib) Vert:7=-264(F)8=292(F) G �ORE CC GONtit L11/ /O 4 y1 4 20 P MERRILA- RENEWAL DATE:12-31-2021 June 23,2021 O WARNING-Pere design parameters and READ NOTES ON T ISbased od AND INCLUDEDupon paMITEK REFERENCE P for MIIdctd rev.al lt co BEFORE USE. a t uss validysm for ue u with l connectors.This design is tipped onlyupon parameters shown,and is for In orpo rele tbuildingde component,notMil ll a toss system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual toss web and/or chord members only.Adddlonal temporary and permanent bracing M I lek' 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 ANSUTPIO Quality Criteria,OSB-88 and BCSI Building Component 250 Klug Circle Safety Information available from Toss Plate Institute,2670 Crain Highway,Suite 203 Waldorf.MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838484 20-DD2646 BX05 ROOF SPECIAL GIRDER 1 1 _ Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:23 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-wT85ntZt1 dJujnfsdr8C6EeiNbJyCW2J5zcF9kz3Pbg 5-1-10 5-1-10 I 3x4= 2x3 1I Scale=1:14.0 1 5 6 2 I 0 1 7 3 3 3x4 I 1 4 4x4= 5-1-10 1 5-1-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) 0.07 3-4 >779 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.11 3-4 >528 240 I BCDDL L 0.0 8.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-P Weight:26 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc puffins, IBOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical Max Horz 4=63(LC 11) Max Uplift 4=-262(LC 8),3=-629(LC 9) Max Gray 4=519(LC 2),3=862(LC 2) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuh=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-11-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.80 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.00 ' 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 262 lb uplift at joint 4 and 629 lb uplift at joint 3. 7) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)341 lb down and 94 lb up atI `�yFO PROF�Cn 1-11-4,and 738 lb down and 696 lb up at 3-11-4 on bottom chord. The design/selection of such connection device(s)is the 4{` u responsibility of others. ���'` �NG�NEk- s�0 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). V 7 ILOAD CASE(S) Standard ? 89200PE 9< 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Alp�i+� Vert:1-2=-66,3-4=-20 Concentrated Loads(Ib) Pr..• Vert:7=-341(B)8=-341(B) y. �OREGON t �� /O 9y142� Q. ' MFRR10-0 RENEWAL DATE:12-31-2021 • June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MR-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTelr®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 p� building design. Bracing indicated is to prevent buckling of individual truss web andror chord members only.Additional temporary end permanent bracing Ml lek' a always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Air, Oue/Ity Criteria,DSB-99 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92800 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838485 20-DD2646 BXO6 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:25 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-ssEsCZb7ZFZcy5pFkGAgCfj6N P_3gPgbZH5MDcz3Pbe 3-10-8 3-1 a-e 1 3x4= 6 6 2 2x3 I I Scale=1:12.5 i III ' 7 3 I3x4 114 4x4= 3-10-8 3-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.03 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.88 Vert(TL) -0.06 3-4 >726 240 TCDL 8.0 Rep Stress!nor NO WB 0.02 Horz(TL) 0.00 3 n/a ria BOLL 0.0 Code IBC2012lTPI2007 Matrix-P Weight:20 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-B oc purlins, IBOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 7-11-10 oc bracing. REACTIONS. (size) 4=Mechanical,3=Mechanical Max Horz 4=59(LC 11) ' Max Uplift 4=-156(LC 8),3=-156(LC 9) Max Gray 4=630(LC 1),3=631(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. I NOTES- 1)Wind:ASCE 7.10;Vult=l2omph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 1 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 156 lb uplift at joint 4 and 156 lb uplift at joint 3. I7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)953 lb down and 223 lb up at ( Ea PR n - s 1-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. [�. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �\C�� �tJG I���'Q s�0 LOAD CASE(S) Standard 2 1 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Q� 89200PE ` Uniform Loads(plf) Vert:1-2=-66,3-4=-20 Concentrated Loads(lb) Vert:7—953(F) ._ ' yG 4eOREGON <v� .1) '9Y142°'' p ' MRRII.�- 0 RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity 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?P/f Quality Criteria,DS&89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838486 20-DD2646 CO1 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:28 2021 Page 1 ' 6-1-4 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-GRv_gbdOrAyBpZXgPPkNpILaDc6LthR2FFJOqxz3Pbb 10-0-10 14-0-0 17-11-6 21-10-12 I 28-0-0 6-1-4 3-11-6 3-11-6 3-11-6 3-11-6 6-1-4 Scale=1:50.2 I 1 3x6= 4x5 3z4= 5 3x4= 3x6= 3x4= 3x4= 1 2 3 4 6 7 ___________..,r,._________._.5 z„___ I1 , i 16 15 14 13 12 11 10 9 8 1 3x8 M18SHS I I 4x5= 4x5= 4x5= 6x8= 4x5= 4x5= 4x5= 3x8 M18SH5 I I I 4-1-9 8-0-15 12-0-5 15-11-11 19-11-1 l 23-10-7 28-00 4-1-9 3-11-6 3-11-6 3-11-6 3-11-6 3-11-6 4-1-9 Plate Offsets(X,Y)-- [4:03-0,0-2-0],[8:0-4-0,0-0-0],[9:0-2-4,0-2-8],[10:0-2-8,0.2.8],[11:0-2-8,0-2-8],[13:0-2-8,0-2-8],[14:0-2-8,0-2-8],[15:0-2-4,0-2-8],[16:0-4-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in (Ion) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0)' TCDL Lumber DOL 1.15 BC 0.46 Vert(TL) n/a - n/a 999 M18SHS 220/195 8.0 Rep Stress InaNO WB 0.34 Horz(TL) 0.00 8 n/a n/a BCLL 0.0 Code IBC2012ITPl2007 Matrix-R Weight:174 lb FT=O% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x10 DF No.2 except end verticals. WEBS 2x4 HF Std°Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-16,7-8:2x6 DF No.2 REACTIONS. All bearings 28-0-0. (lb)- Max Horz 16=-43(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 16=-305(LC 34),B=-528(LC 33),15—1112(LC 32),9=-871(LC 31),14=-826(LC 33),13=-713(LC 33),11=-733(LC 30),10=-773(LC 32) Max Gray All reactions 250 lb or less at joint(s)16 except 8=1539(LC 54),15=4783(LC 55),9=3673(LC 56), I14=3587(LC 54),13=3268(LC 54),11=3369(LC 57),10=3329(LC 55) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-260/242,1-2=-815/837,2-3=-581/582,3-4=-536/534,4-5=-536/531, ' 5-6=-589/563,6-7=-913/865 BOT CHORD 15-16=955/909,14-15=848/825,13-14=-619/611,11-13—598/591,10-11=-621/623, 9-10=-861/882,8-9=-998/1137 WEBS 1.15—585/611,7-9=721/648,2-15=-836/853,2-14=-885/917,3-14=-700/714, 3-13=701/719,4-13—701/718,4-11=697/717,5-11=-711/721,5-10=692/712, 6-10=929/927,6-9—789/838 I NOTES- PRO 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) c'���G�G INEfr FF`sW gable end zone and C-C Comer(3)0-2-12 to 3-2-12,Exterior(2)3-2-12 to 27-9-4 zone;cantilever left and right exposed;end vertical t�� Vr '+'h1 Uy left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 89200PE 4)All plates are MT20 plates unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. I 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 305 lb uplift at joint 16,528 lb uplift at in AZ joint 8,1112 lb uplift at joint 15,871 lb uplift at joint 9,826 lb uplift at joint 14,713 lb uplift at joint 13,733 lb uplift at joint 11 and 773 'y OREGON Lw lb uplift at joint 10. I� .,8)This truss has been designed fora total drag load of 7000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist ,v )1 �14 P AA drag loads along bottom chord from 0-0-0 to 28-0-0 for 250.0 elf. fla b Vs- 9)Girder carries tie-in span(s):35-0-0 from 4-1-9 to 28-0-0 �rl R�L`' 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2965 lb down and 650 lb up at 4-1-9 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. RENEWAL DATE 12-31-2021 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). June 23,2021 1 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 verily the applicability of design parameters and properly incorporate this design into the overall r�building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MI iek- 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 ANSY7P/f Quality Criteria,DSB-B9 and BLS!Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldod.MD 20601 Corona,CA 22680 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838456 20-DD2646 CO1 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:29 2021 Page 2 1 ID:Uz?6p9Pw3CCW5KpIXKXkgHzFGli-kdTM1 weecT42Ri60z6FcMVulz0Sac8hBUv3aMNz3Pba LOAD CASE(S) Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) 111 Vert:1-7=-66,15-16=-20,8-15=-730(F=-710) Concentrated Loads(Ib) 1 Vert:15=-2700(F) I I i I I 1 1 • I I I I • A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTeke 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 verily the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP!f Quality Criteria,o5Hd9 and SCSI Building Component 250 bug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway.Sidle 203 Waldorf,MD 20601 Corona.CA 92a50 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838487 20-DD2646 CO2 ROOF SPECIAL STRUCTU 1 1 • Job Reference(optional) _ Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:32 2021 Page 1 I ID:Uz?6p9Pw3CCW5Kp1XKXkgHzFGli-9C9Vgyg-10-15 ArbeEoJ_BWCYEVFpTTdAtHEziz3PbX 2-7-7 6-11-5 i 11-3-3 15.7-1 19-10-15 22-6-6 2-7-7 4-3-14 4-3-14 4-3-14 4-3-14 2-7-7 Scale=1:37.7 I 5x7= 4x5= 4x8 M18SHS I I 4x5= 4x8 M18SHS II 6x8= 4x5= 5x7= I 2 21 8 4 8 6 0 22 7 8 c 20 11 10 9 3x5= 19 18 17 16 15 14 13 12 3x5= 3x5= 3x5= 3x6= 3x4= 3x4= 3x4 II 3x4 II I ' I 36-11 4-9-6 6-11-5 9-1-4 10-1-10 13-5-2 15-7-1 16-8-8 17-9-0 20-4-0 22-6-6 3-6-11 1-2-11 i 2-1-15 2-1-15 ' 1-0-6 3.3.9 2-1-15 1-1-7 1-0-8 2-7-0 Plate Offsets(X,Y)-- [1:0-0-0,0-3-0],[2:0-2-8,0-2-8],[4:0-2-8,0-2-8],[7:0-2-8,0-2-8],[8:Edge,0-3-O],[9:0-2-0,0-1-8],[14:0-1-12,0-1-8],[15:0-1-12,0-1-81,[20:0-2-0,0-1-812-2-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.01 10-11 >999 240 MT20 185/148 (Roof Snow=25.0) I Lumber DOL 1.15 BC 0.33 Vert(TL) -0.02 10-11 >999 240 M18SHS 185/148 TCDLBCLL 8.00.0 Rep Stress Ind YES WB 0.47 Horz(TL) 0.02 9 Na Na BCDL 10.0 Code IBC2012rTPl2007 Matrix-R Weight:141 lb FT=0% LUMBER- BRACING- , TOP CHORD 2x10 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2500F 2.2E except end verticals. WEBS 2x4 HF Std'Except° BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 1-20,8-9:2x6 DF No.2 10-0-0 oc bracing:19-20,14-15,10-11. I REACTIONS. All bearings 13.1-13 except(jt=length)20=0-2-11,9=2-5-14,19=0-3-8,12=0-3-8,10=0-3-8. (Ib)- Max Horz 20=-44(LC 31) Max Uplift All uplift 100 lb or less at joint(s)20 Max Gray All reactions 250 lb or less at joint(s)19 except 20=1717(LC 25),9=1916(LC 24),18=1372(LC 25), 15=1481(LC 25),14=1557(LC 24),13=3362(LC 24),16=2914(LC 25),12=571(LC 25),10=258(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-976/0,1-2=625/374,2-3=433/1057,3-4=-400/1255,4-5=375/1371, 5-7=-753/471,7-8=619/367,8-9=-1109/0 BOT CHORD 19-20=-261/1834,18-19=288/1765,16-18=-611/544,15-16=-604/537,14-15=-349/1515, 13-14=-683/505,12-13=-457/204,11-12=-689/512,10-11=-221/2086,9-10=-298/2143 WEBS 2-20=-1612/330,2-18=-2756/193,3-18=-1059/521,3-15=-1278/477,4-15=-2661/210, 4-14=-2794/182,5-14=-1252/482,5-11=-478/1151,7-11=-1995/354,7-9-1944/252, 5-13=-3595/0,3-16=2880/0 NOTES- OD PR O�1- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60R;Cat.II;Exp B;Enclosed;MWFRS(envelope) �R fl C0+ able nd zone and C-C Exterior(2)0-2-12 to 3-2-12, 1)3-2-12 vertical left and right exp sed;C-Corr members and fortes&(MWFRS for reactions shown;Lumber 22-3-10 zone;cantilever)DOL=1 60eft and hp at exposed e grip DOL=1.60 ��� NG N E�9 s/�* 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 I3)Provide adequate drainage to prevent water ponding. Q 89200 PE 9r 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)20. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20. i . 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34, Q Q 35,36,37,38,39,40,41,42,43,44,45,46,47,48,49,50,51,52,53,54,55,56,57,58,59,60,61 has/have been modified. 7 OREGON �(/ Building designer must review loads to verity that they are correct for the intended use of this truss. L. �qY 1 a Z°��9)This truss has been designed for a total drag load of 260 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag t, loads along bottom chord from 0-0-0 to 22-6-6 for 260.0 plf. /yp t� �s- 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). r7 n�L LOAD CASE(S) Standard RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTeloS connectors.This design is based only upon parameters shown,and is for an individual building component,not - a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall r�A building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MI IRk' is always required for stability end 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 ANBVTP11 Oua//ty Criteria,OSH-89 end SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9638487 20-DD2648 CO2 ROOF SPECIAL STRUCTU 1 1 I Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:32 2021 Page 2 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-9C9VgygWvOSclArbeEoJ_8WCYEVFpTTdAtHEziz3PbX LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-491(F=-425),9-20=-20 2) Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-646(F=-592),9-20=-20 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-8=-211(F=195),9-20=-40 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-21—162(F=195),8-21=-169(F=-195),9-20=-12 111 Horz:1-20=19,8-9=34 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-22=169(F=-195),8-22=162(F=-195),9-20=-12 Horz:1-20=34,8-9=-19 I6) Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-8=-223(F=-195),9-20=-20 Horz:1-20=-23,8-9=-31 7) Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8—223(F=-195),9-20=-20 Horz:1-20=31,8-9=23 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-163(F—195),9-20=-12 Horz:1-20=16,8-9=21 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pH) Vert:1-8=-163(F=-195),9-20=-12 ' Horz:1-20=-21,8-9=-16 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-182(F=195),9-20=-20 Horz:1-20=28,8-9=10 I 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8_182(F=-195),9-20=-20 Horz:1-20=10,8-9=-28 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:18_163(F=-195),9-20=-12 Horz:1-20=14,8.9=20 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ' Vert:1-8=-163(F=-195),9-20=-12 Horz:1-20=20,8-9=-14 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-175(F=-195),9-20=-12 Horz:1-20=7,8-9=15 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-175(F=-195),9-20=-12 Horz:1-20=-15,8-9=-7 I16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-182(F=-195),9-20=-20 Horz:1-20=25,8-9=8 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8—182(F=-195),9-20=-20 Horz:1-20=8,8-9=-25 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-8=-511(F-495),9-20=-20 19) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Veil:1-8=-625(F=-592),9-20=-20 Horz:1-20=21,8-9=7 ' 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. / Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the buiding 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 bradng WC' always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSbTPIf Dua/ify Criteria,DSB-89 and aCS/Building Component 250 Klug Circle Safety Information available from Truss Plate institute,2670 Crain Highway, Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838487 20-DD2646 CO2 ROOF SPECIAL STRUCTU 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:32 2021 Page 3 I D:Uz76p9Pw3CC W SKp1XKX1mHzFG II-9C9Vgyg W vOSclArbeEoJ_8 W CYEV FpTTdAtH Eziz3PbX LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-8=-625(F=-592),9-20=-20 Horz:1-20=-7,8-9=-21 21) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-625(F=-592),9-20=-20 Horz:1-20=19,8-9=6 ' 22) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-625(F=-592),9-20=-20 Horz:1-20=-6,8-9=-19 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-481(F=-425),9-20=-20 24) Dead+0.75 Snow(balanced)+0.75 Attic Floor+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-646(F=-592),9-20=-20 Drag:1-8=195,9-20=-195 25) Dead+0.75 Snow(balanced)+0.75 Attic Floor+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-646(F=-592),9-20=-20 Drag:1-8=-195,9-20=195 I26) Dead+0.6 C-C Wind(Pos.Internal)Case 2+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-22=-169(F=-195),8-22=-162(F=-195),9-20=-12 Horz:1-20=-34,8-9=-19 Drag:1-8=260,9-20=-260 I 27) Dead+0.6 C-C Wind(Pos.Internal)Case 2+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-22=169(F=-195),8-22=-162(F=-195),9-20=-12 Horz:1-20=-34,8-9=-19 Drag:1-8=-260,9-20=260 I28) Dead+0.6 C-C Wind(Neg.Internal)Case 2+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-223(F=-195),9-20=-20 Horz:1-20=31,8-9=23 Drag:1-8=260,9-20=-260 I 29) Dead+0.6 C-C Wind(Neg.Internal)Case 2+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-223(F=-195),9-20=-20 Horz:1-20=31,8-9=23 Drag:1-8=-260,9-20=260 I 30) Dead+0.6 MWFRS Wind(Pos.Internal)Left+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-163(F=-195),9-20—12 Horz:1-20=16,8-9=21 Drag:1-8=260,9-20=-260 1 31) Dead+0.6 MWFRS Wind(Pos.Internal)Left+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-8=-163(F—195),9-20=-12 Horz:1-20=16,8-9=21 Drag:1-8=-260,9-20=260 I32) Dead+0.6 MWFRS Wind(Pos.Internal)Right+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-163(F—195),9-20=-12 Horz:1-20=21,8-9=-16 Drag:1-8=260,9-20=-260 I33) Dead+0.6 MWFRS Wind(Pos.Internal)Right+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-163(F=-195),9.20=-12 Horz:1-20=-21,8-9=-16 Drag:1-8=-260,9-20=260 ' 34) Dead+0.6 MWFRS Wind(Neg.Internal)Left+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 • Uniform Loads(plf) Vert:1-8=-182(F=195),9-20=-20 Horz:1-20=28,8-9=10 Drag:1-8=260,9-20=-260 I35) Dead+0.6 MWFRS Wind(Neg.Internal)Left+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=182(F=195),9-20=-20 • Horz:1-20=28,8-9=10 Drag:1-8=-260,9-20=260 36) Dead+0.6 MWFRS Wind(Neg.Internal)Right+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 BEFORE USE. Design valid for use only with M7ekt8 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 r�building design. Bracing indicated is to prevent buckling of individual truss web andror chord members only.Additional temporary and permanent bracing Wok' 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 ANSIrI'PD Quality G7iterie,DSB-09 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 2mfi01 Corona,CA 92880 "Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838487 20-DD2646 CO2 ROOF SPECIAL STRUCTU 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:32 2021 Page 4 ' ID:Uz?6p9Pw3CCW5KptXKXkgRaFGli-9C9VgygWvOScIArbeEoJ_8WCYEVFpTTdAtHEziz3PbX LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-8=-182(F=-195),9-20=-20 Horz:1-20=-10,8-9=-28 Drag:1-8=260,9-20=-260 37) Dead+0.6 MWFRS Wind(Neg.Internal)Right+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-182(F=-195),9-20=-20 Horz:1-20=-10,8-9=-28 Drag:1-8=260,9-20=260 38) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-163(F=-195),9-20=-12 Horz:1-20=14,8-9=20 Drag:1-8=260,9-20=-260 39) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-163(F=-195),9-20=-12 Horz:1-20=14,8-9=20 Drag:1-8=260,9-20=260 40) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-163(F=-195),9-20=-12 Horz:1-20=-20,8-9=-14 Drag:1-8=260,9-20=-260 41) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-163(F=-195),9-20=-12 I Horz:1-20=-20,8-9=-14 Drag:1-8=-260,9-20=260 42) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-175(F=-195),9-20=-12 1 Horz:1-20=7,8-9=15 Drag:1-8=260,9-20=-260 43) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-B=-175(F=-195),9-20=-12 Horz:1-20=7,8-9=15 Drag:1-8=-260,9-20=260 44) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-175(F=-195),9-20=-12 Horz:1-20=-15,8-9=-7 Drag:1-8=260,9-20=260 45) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-175(F=-195),9-20=12 Horz:1-20=-15,8-9=-7 Drag:1-8=-260,9-20=260 46) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-182(F=-195),9-20=-20 Horz:1-20=25,8-9=8 Drag:1-8=260,9-20=260 47) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-B-182(F-195),9-20=-20 Horz:1-20=25,8-9=8 • Drag:1-8=-260,9-20=260 48) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) • Vert:1-8=-182(F=-195),9-20=-20 • Horz:1-20=8,8-9=-25 Drag:1-8=260,9-20a260 49) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-182(F=-195),9-20=-20 ' Horz:1-20=-8,8-9=-25 Drag:1-8=-260,9-20=260 50) Dead-Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-8=211(F=-195),9-20=-20 IDrag:1-8=260,9-20-260 51) Dead-Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. t Design valid for use only wilh MiTekt8 connectors.This design is based only upon parameters shown,and is for an individual building component,not a Lass system.Before use,the buildng designer must verity the applicability Cl 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 M e is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IY� fabrication.storage.delivery,erection and bracing of trusses and truss systems,see ANSYFP71 Duality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Welded,MD 20501 Corona,CA 92880 'Job Truss Truss Type City Ply Timbertech-Dartmouth North • K9838487 20-DD2646 CO2 ROOF SPECIAL STRUCTU 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR•97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:32 2021 Page 5 ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-9C9Vgyg WvOSclArbeEoJ_8WCYEVFpTTdAtHEziz3PbX LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-8=-211(F=-195),9-20=-20 Drag:1-8=-260,9-20=260 52)0.6 Dead-Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-127(F=-117),9-20=-12 Drag:1-8=260,9-20=-260 I 53)0.6 Dead-Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-127(F=-117),9-20=-12 Drag:1-8=-260,9-20=260 54) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Lek)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-8=-625(F—592),9-20=-20 Horz:1-20=21,8-9=7 Drag:1-8=195,9-20=-195 55) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-8=-625(F=-592),9-20=-20 Horz:1-20=21,8-9=7 Drag:1-8=-195,9-20=195 56) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(pH) Vert:1-8=-625(F=-592),9-20=-20 Horz:1-20=-7,8-9=-21 Drag:1-8=195,9-20=-195 I 57) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-625(F—592),9-20=-20 Horz:1-20=-7,8-9=-21 Drag:1-8=-195,9-20=195 I 58) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Unifoml Loads(pit) Vert:1-8=-625(F=592),9-20=-20 Horz:1-20=19,8-9=6 Drag:1-8=195,9-20=-195 59) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 IUniform Loads(plf) Vert:1-8=-625(F -592),9-20=-20 Horz:1-20=19,8-9=6 Drag:1-8=-195,9-20=195 I 60) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LG#1 Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-B}625(F—592),9-20=-20 Horz:1.20=-6,8-9=-19 Drag:1-8=195,9-20=-195 61) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel)+Drag LC#1 Right:Lumber Increase=1.60,Plate Increase=1.60 IUniform Loads(plf) Vert:1-8a625(F—592),9-20=-20 Horz:1-20=-6,8-9=-19 Drag:1-8=-195,9-20=195 I I • • IA WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 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 verily the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual fuss web and/or chord members only.Additional temporary and permanent bracing MI l:� ek' 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 ANS1?P/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Diode Safety Information available horn Truss Plate Institute,2a70 Crain Highway,Salle 203 Waldorf,MO 20601 Corona,CA 92B30 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838468 '20-D02646 CO3 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:34 2021 Page 1 ' 2-8-9 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGIi•5bHF5eInR0iKXUWzmfm3ZbYT1 B9HK7wdBmL2bz3PbV 7-2-12 11-8-15 16-3-1 20-9-4 25-3-7 28-0-0 2-8-9 4-6-3 4-6-34-6-34-6-3 4-6-3 2-8-9 Scale:1/4"=1' I 4x6 I 6x8= 4x6 4x5= 5x5= 4x6= 4x6= 5x5_ 4x5= 1 2 20 3 4 5 6 7 21 8 9 I i 3x5= 18 17 16 15 14 13 12 11 3x5= 19 4x5= 3x6= 4x5= 5x6= 4x5= 4x5= 10 I I I 4.11-11 9-5-13 13-4-2 1t1-0-9Q 17-3-2 18-6-3 23-0-5 28-0-0 I 4.11-11 4-6-3 3-10-5 d-7-14 3-3-2 1 1-3-1 I 4-6-3 4-11-11 Plate Offsets(X,Y)-- [2:0-1-12,0-2-8],[4:0-3-0,0-2-8],[5:0-3-0,0.2.8],[8:0-1-12,0-2-8],[9:Edge,0-5-8],[10:0-2-4,0-1-8],[14:0-2-8,0-3-4],[19:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CBI. DEFL. in Om) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.01 18-19 >999 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.37 Vert(TL) -0.02 18-19 >999 240 TCDL 8.0 Rep Stress Ina NO WB 0.65 Horz(TL) 0.05 10 Na n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:174 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x10 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-19,9-10:2x6 OF No.2 REACTIONS. All bearings 13-7-10 except(jt=length)10=11-0-6,12=11-0-6,11=11-0-6,15=0-3-8,13=0-3-8. (Ib)- Max Horz 19=43(LC 37) Max Uplift All uplift 100 lb or less at joint(s)11 except 19=-347(LC 3D),10=-343(LC 31),18=-101(LC 33), 16-105(LC 32),14=-126(LC 30),12=-117(LC 33) Max Gray All reactions 250 lb or less at joint(s)15,13 except 19=1335(LC 2),10=1335(LC 2),18=3154(LC 2), ' 16=3191(LC 2),14=2911(LC 2),12=3169(LC 2),11=3157(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-792/91,1-2=596/539,2-3=-686/1733,3-4=-704/2079,4-5=702/2060, 5-7=-704/2079,7-8=689/1734,8-9=-583/537,9-10=792/93 BOT CHORD 18-19=-714/1348,16-18=-653/1156,15-16=628/762,14-15=-617/762,13-14=630/762, 12-13=-628/762,11-12=-651/1156,10-11=704/1348 WEBS 2-19=-1191/670,2-18=-3461/838,3-18=3245/825,3-16=-3633/832,4-16=-3190/816, 4-14=-3169/816,5-14=-3169/816,5-12=-3190/816,7-12=-3633/830,7-11=-3245/825, 8-11=-3461/830,8-10=-1192/657 I NOTES- ' ' (2ED PROp'0 1)Wind:ASCE 7-10;Vult=l2omph Vasd=95mph;TCDL=4.2psC BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) �OJ �NC?INEE9 /02 gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 27-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �Cy 1 '9 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 89200PE x 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift al joint(s)11 except(jt=lb) • • 19=347,1043,18=101,16=105,14=126,12=117. - •••� '• 6)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer 9 OREGON ,f/�must review loads to verify that they are correct for the intended use of this truss. ` 7)This truss has been designed for a total drag load of 260 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag G/ �� �(`` loads along bottom chord from 0-0-0 to 28-0-0 for 260.0 plf. q y 4 j2o 0�8)In the LOAD CASE(S)section,loads applied to the Lace of the truss are noted as front(F)or back(B). MFRRILA- ILOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Mil valid for use only with MiTeke 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 r�building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mllek' 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 end truss systems,see ANSUTP/f Duality Criteria,OSB-S9 and SCSI Building Component 250 Klug Circle Salary Information available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838488 20-DD2646 CO3 ROOF SPECIAL 1 1 Job Reference(optionall,_____. Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:35 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-ZngeljPCJgB9daAKNMOcm8jDRXOOrN4srWua1z3PbU LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-9=-491(F=-425),10-19=-20 I2)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-9=-646(F=-592),10-19=-20 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plt) Vert:1-9=-211(F=-195),10-19=-40 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-162(F=-195),9-20=-169(F—195),10-19=-12 Horz:1-19=18,9-10=33 I5)Dead+0.6 C-C Wind(Pos-Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-21=-169(F=-195),9-21-162(F=195),10-19=-12 Horz:1-19=-33,9-10=18 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60' Uniform Loads(plf) Vert:1-9=223(F-195),10-19=-20 Horz:1-19=-22,9-10=30 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=223(F-195),10-19=-20 Horz:1-19=30,9-10=22 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-163(F=-195),10-19=-12 Horz:1-19=16,9-10=21 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=163(F=-195),10-19=-12 Horz:1-19=-21,9-10=-16 I 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-182(F=-195),10-19=-20 Horz:1-19=28,9-10=10 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-182(F=-195),10-19=-20 Horz:1.19-10,9-10=-28 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf)' Vert:1-9=-163(F=-195),10-19=-12 Horz:1-19=14,9-10=20 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-163(F=-195),10-19=-12 ' Horz:1-19-20,9-10=-14 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-175(F=-195),10-19=-12 I Horz:1-19=7,9-10=15 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-9=-175(F=-195),10-19=-12 Horz:1-19=-15,9-10=-7 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-182(F=-195),10-19=-20 Horz:1-19=25,9-10=8 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9—182(F—195),10-19=-20 Horz:1.19=-B,9-10=-25 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=D.90 Uniform Loads(pit) Vert:1-9=-511(F=-495),10-19=-20 I19) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-625(F=592),10-19=-20 Horz:1-19=21,9-10=7 • ' 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-625(F=592),10-19=-20 Horz:1-19=7,9-10=-21 � A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 verity the applicability of design parameters and properly incorporate this design into the overall ��. buildng design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ■1Rpk' 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y�,1 V R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANalTPl1 Quality Criteria,f9SB.89 and BCa/Building Component Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20801 Corona,CA 92880 I Job Truss Truss Type Qty ',Ply Timbertech-Dartmouth North K9838488 20-DD2646 CO3 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:35 2021 Page 3 IID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-ZngeLjPCJgB9daAKNMOcm8jDRXO0nN4srWua1 z3PbU LOAD CASE(S) Standard 21) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel);Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-625(F=-592),10-19—20 I Horz:1-19=19,9-10=6 22) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1,60 Uniform Loads(plf) Vert:1-9=-625(F=-592),10-19=20 I Horz:1-19=-6,9-10=-19 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-9=-481(F=-425),10-19=-20 I I I I I I I I I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTelr®connectors.This design is based only upon parameters shown,and is bran individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing ITBL' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I 1 RR fabrication,storage,delivery,erection end bracing of trusses and lass systems,see ANSI/TPH Duality Criteria,OSB-89 and SCSI Building Component 250 Gag Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldort,MID 21 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838489 20-DD2646 C04 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:37 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-VAyOjfkfoc4vOxjYRoOUhBD?EF5AUgEMJ9??ewz3PbS 2-6-6 6-8-2 10-9-14 I 14-11-10 19-1-6 23-3-2 I 27-4-14 31-6-10 34-1-0 z-s-s 4-1-12 4-1-12 4-1-12 4-1-12 4-1-12 4-1-12 4-1-12 2-6-6 Scale=1:57.8 I I 4x6 3x5 I 4x5= 4x5= 4x5= 4x6= 6.8 4x5= 4x5= 4x5= 3x5 II 1 2 25 3 4 5 6 7 8 9 26 /0 11 24 23 22 21 20 19 18 17 16 15 14 13 I 3x5= 4x4= 3x5= 3x6= 3x4= 4x5= 3x5= 4x4= 12 4x5= 3x5= I 9• 4-0-13 4- 8.9-0 10-1-12 12-10-12 I 15-7-4 17-0-8 19-6-4 21-2-4 { 25-4-0 29-5-12 34-1-0 111 -9- 3-7-8 0- -7 4-1-12 1-4-12 2-9-0 2-8-8 1-5-4 2-5-12 1-8-0 4-1-12 4-1-12 4-7-4 Plate Offsets(X,Y)-- [5:0-2-0,0-2-8],[7:0-2-0,0-2-8],[11:0-2-8,0-1-8],[12:0-2-4,0-1-8],[14:0-2-4,0-1-6],[15:0-2-4,0-1-12],[20:0-2-4,0-1-12],[21:0-2-4,0-1-81,[24:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.03 16-17 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 Vert(TL) -0.06 16-17 >710 240 TCDLBCLL 8.00.0 Rep Stress Incr. NO WB 0.75 Horz(TL) 0.05 12 n/a Na BCDL 10.0 Code IBC2012/iPl2007 Matrix-R Weight:187 lb FT=0% LUMBER- BRACING- ITOP CHORD 2x6 OF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2'Except' except end verticals. 12-19:2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 HF Std'Except* 8-2-9 oc bracing:21-22 1-24,11-12:2x6 DF No.2 8.9.6 oc bracing:13-14 I 8-6-11 oc bracing:12-13. REACTIONS. All bearings 14-10-4 except(jt=length)24=1-0-13,22=11-5-15,22=11-5-15, 21=11-5-15,20=11-5-15,23=0-3-8,18=0-3-8,16=0.3.8. (Ib)- Max Horz 24=47(LC 36) Max Uplift All uplift 100 lb or less at joint(s)21,14,13,23,18 except I 24=-482(LC 30),12=-362(LC 31),22=-106(LC 32),20=-131(LC 32),15=136(LC 30) Max Gray All reactions 250 lb or less at joints)23 except 24=1087(LC 2), 12=1252(LC 2),22=2858(LC 2),22=2191(LC 1),21=2741(LC 2),20=3854(LC 2), 15=3819(LC 2),14=2735(LC 2),13=2860(LC 2),18�06(LC 2),16=409(LC 2) IFORCES. (Ib)-Max.Comp./Max.Ten.-All tomes 250(Ib)or less except when shown. TOP CHORD 1-24=-623/78,1-2=-496/506,2-3=-613/1301,3.4=-633/1636,4-5=-666/2415, 5-7=-811/578,7-8=-662/2390,8-9=-631/1589,9-10=609/1221,10-11=-564/525, 11-12=-630/74 BOT CHORD 23-24=-687/1187,22-23=608/1187,21-22=-595/844,20-21=-567/557,18-20=-604/1373,I r 12-13=617/1281 16-17=-607/1388,15-16=-610/1388,14-15=566/556,13-14=-591/908, ��f_G N 0r 5-, WEBS 2-24=-1226/630,2-22=-2903/771,3-22=-2503/760,3-21=-2894/767,4-21=-2220/739, CO `�N Fig 0 4. 4-20=-3129/777,5-20=-4421/830,5-17=-656/680,7-17=673/681,7-15=-4406/830, 414 I 8-15=-3141/780,8-14-2206/741,9.14=-2913/767,9-13=-2484/762,10-13=-2896/768, 10-12=-1220/655 Cr 89200PE 9` NOTES- %r �'•. 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=601t;Cat.II;Exp B;Enclosed;MWFRS(envelope) O �- gable end zone and C-C Exterior(2)0-2-12 to 3-7-10,Interior(1)3-7-10 to 33-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �G A_OREGON A. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat root snow);Category II;Exp B;Partially Exp.;Ct=1.00 / "y�Y O1 t�..L 3)Provide adequate drainage to prevent water ponding. Q 14 2 V f- • • 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. b G I5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)21,14,13,23,18 � n R��'� except(jt=lb)24=482,12=362,22=106,20=131,15=136. 6)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer RENEWAL DATE:12-31-2021 must review loads to verify that they are correct for the intended use of this truss. June 23,2021 7)This truss has been designed for a total drag load of 260 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag 1111 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE VSE. 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 MTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS7?P/f Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838489 20-DD2846 C04 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:38 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-_M Wmw?IHVECm0511?VvjDPmA_eRPD7U WYokYBMz3PbR NOTES- 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard I1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-11=-491(F=-425),12-24=-20 2) Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-11=-646(F=-592),12-24=-20 3) Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-11—211(F—195),12-24=-40 4) Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Vert:1-25=-162(F=-195),11-25=-169(F=-195),12-24=-12 Horz:1-24=17,11-12=32 5) Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-26=-169(F--195),11-26=-162(F=-195),12-24=-12 Horz:1-24=-32,11-12=-17 6) Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-223(F=-195),12-24=-20 Horz:1-24=-21,11-12=-29 7) Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=223(F—195),12-24=-20 Horz:1-24=29,11-12=21 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-11=163(F=195),12-24=-12 Horz:1-24=16,11-12=21 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 IUniform Loads(plf) Vert:1-11=-163(F=-195),12-24=-12 Horz:1-24=-21,11-12=-16 10) Dead+0.6 MWFRS Wind(Neg.Internal)Lett:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Veil:1-11—182(F=195),12-24=-20 Horz:1-24=28,11-12=10 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.11=-182(F=-195),12-24=-20 I Horz:1-24=-10,11-12=-28 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veit:1-11=-163(F=-195),12-24=-12 Harz:1-24=14,11-12=20 I 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-163(F=-195),12-24=-12 Horz:1-24=-20,11-12=-14 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-11=-175(F=-195),12-24=-12 Horz:1-24=7,11-12=15 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-175(F=-195),12-24=12 Horz:1-24=-15,11-12=-7 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11—182(F—195),12-24=-20 Horz:1-24=25,11-12=8 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11—182(F=195),12-24=-20 Horz:1-24=-8,11-12=25 ' 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(pit) Vert:1-11=511(F=495),12-24=-20 19) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=625(F=592),12-24=-20 Horz:1-24=21,11-12=7 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 A WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev.5/19/2020 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 verily 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 MR®k' 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 busses and truss systems,see ANSI'TPl1 Owlity Criteria,DSB-B9 and SCSI Building Component 250 Klug Circle Safety Information available front Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838489 20-DD2648 C04 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:38 2021 Page 3 IID:Uz?6p9Pw3CCW5KptXKXkgHzFGll-_MWmw?IHVECm0511?VvjDPmA_eRPD7l1WYokYBMz3PbR LOAD CASE(S) Standard • Uniform Loads(plf) Veit:1-11=-625(F=592),12-24=-20 I Horz:1-24=-7,11-12=-21 21) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)lst Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-625(F=-592),12-24=-20 Horz:1-24=19,11-12=6 I 22) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-625(F=-592),12-24=-20 Horz:1-24=-6,11-12=19 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 • I Uniform Loads(pit) Veil:1-11=-481(F=-425),12-24=-20 I I I I I I I I I 1 I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 verity the applicability of design parameters and properly incorporate this design into the overall �}I building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M I lek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSISPII Quality Criteria,DSB-89 and SCSI Building Component 250 Krug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf.MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838490 20-DD2646 C05 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MTek Industries,Inc. Wed Jun 23 11:49:41 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-OxCvzt nAn9aLtY1 JgdTOr1 NjescdOY3yEmzCnhz3Pb0 2-6-6 I 6-8-2 6-1,I17114 10-9-14 14-11-10 19-1-6 23-3.2 27-1-2 2714 31-6-10 34.1.0 2 6-6 4-1-12 0-3-Y2 3-10-0 4-1-12 4-1-12 4-1-12 3-10-0 0-3-42 4.1-12 2-6-6 Scale=1:57.8 I ' 4x4 II4x 4x5= 4x5= 5= 4x5= 6x8 4x5= 4x5= 4x5= 4x5= 4x4 II 1 2 24 3 4 5 6 7 8 9 25 10 11 1 22 21 20 19 18 17 16 15 14 13 23 12 4x5 - 4x4= 4x4= 4x6= 4x4= 3x12= 4x4= _4x4 4x5- 3x12= I 4-7-4 8-9-0 12-10-12 17-0-8 I18-4-3I 21-2-4 21r11-Q1 25-4-0 29-5-12 34-1-0 4-7-4 4-1-12 4-1-12 4-1-12 1-3.11 2-10-1 0.9.7 3-0-5 4-1-12 4-7-4 I Plate Offsets(X,Y)-- [1:0-2-4,0-2-0],[11:0-2-4,0-2-0],[12:0-2-4,0-2-0],[16:0-5-0,0-1-8],[20:0-5-0,0-1-8],[23:0-2-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ivdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) 0.00 22-23 >999 240 MT20 185/148 (Roof Snow=25.0) I Lumber DOL 1.15 BC 0.25 Vert(TL) -0.00 22-23 >999 240 Horz(TL) 0.04 12 TCDLBCLL 8.00.0 Rep Stress herNO WB 0.51 Na Na BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:211 lb FT=0% LUMBER- BRACING- ITOP CHORD 2x8 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 HF Sid*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 1-23,11-12:2x6 DF No.2 10-0-0 oc bracing:21-22,20-21,13-14. I REACTIONS. All bearings 18-4-3 except Qt=length)12=12-4-13,16=12-4-13,14=12-4-13,13=12-4-13,17=0-3-8,15=0-3-8. (Ib)- Max Horz 23=-44(LC 34) Max Uplift All uplift 100 lb or less at joint(s)22,21,20,18,14,13 except 23=-353(LC 30),12=-348(LC 31), 16=-111(LC 33) Max Gray All reactions 250 lb or less at joint(s)17,15 except 23=1307(LC 2),12=1307(LC 2),22=2871(LC 2), 21=2881(LC 2),20=2757(LC 2),18=2746(LC 2),16=2704(LC 2),14=2677(LC 2),13=2872(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=-649/77,1-2=-529/492,2-3=-606/1085,3-0=615/1323,4-5=-616/1345, 5-7=616/1353,7-8=616/1345,8-9=-616/1323,9-10=-610/1085,10-11=-520/490, 11.12=-649/80 BOT CHORD 22-23=-614/1443,21-22=-619/1321,20-21=599/1027,18-20=-598/1038, 17-18=598/1038,16-17=-598/1038,15-16=-598/1027,14-15=-596/1027, 13-14=-617/1321,12-13=-603/1443 WEBS 2-23=-1387/638,2-22=2900/758,3-22=-2759/761,3-21=-3032/760,4-21=-2695/750, 4-20=-2721/753,5-20=2734/753,5-18=-2743/753,7-18=-2743/753,7-16=-2734/753, �G p PRQF� 8-16-2721/753,8-14-2695/750,9-14=3032/758,9-13=-2759R59,10-13=-2899/750, 4 10-12=-1387/627 �c'��NG,INEk-�'�O'L NOTES- G(y .� 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ff;Cat.II;Exp B;Enclosed;MWFRS(envelope) �' •92•,� gable end zone and C-C Exterior(2)0-2-12 to 3-7-10,Interior(1)3-7-10 to 33-10-4 zone;cantilever left and right exposed;end '/ • vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 // 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 � - -•J 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��" 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22,21,20,18,14, 9 OREGON •t/� 13 except(jt=lb)23=353,12=346,16=111. GHQ•`74 y f 4 20 6)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer P must review loads to verify that they are correct for the intended use of this truss. Cal R I�`v 7)This truss has been designed for a total drag load of 260 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag ` loads along bottom chord from 0-0-0 to 34-1-0 for 260.0 plf. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). RENEWAL DATE:12-31-2421 LOAD CASE(S) Standard June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate This design into the overall t�building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI lek- 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 Incases and truss systems,see ANBI/TP!1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 923130 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838490 20-DD2646 C05 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:41 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-OxCvZ1 nAn9aLtY1 JgdTQr1 NjescdQY3yEmzCnhz3PbO LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-11=491(F=-425),12-23=-20 2)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-11=646(F=-592),12-23=-20 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-11=-211(F—195),12-23=-40 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-24=-162(F=-195),11-24=-169(F=-195),12-23=-12 111 Horz:1-23=17,11-12=32 5) Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-25=-169(F=-195),11-25=-162(F=-195),12-23=-12 Horz:1-23=-32,11-12=-17 I6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-223(F=-195),12-23=-20 Horz:1-23=-21,11-12=-29 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Vert:1-11=223(F=195),12-23=-20 Horz:1-23=29,11-12=21 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-163(F=-195),12-23=-12 Horz:1-23=16,11-12=21 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=163(F=-195),12-23=-12 Horz:1-23=-21,11-12=-16 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.11=-182(F=-195),12-23=-20 Horz:1-23=28,11-12=10 I11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-11=-182(F=195),12-23=-20 Horz:1-23=-10,11-12=-28 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-163(F=195),12-23=-12 Horz:1-23=14,11-12=20 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Vert:1-11=-163(F=-195),12-23=-12 Horz:1-23=-20,11-12=-14 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=175(F=195),12-23=-12 Horz:1-23=7,11-12=15 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.11=-175(F=-195),12-23=-12 Horz:1-23=-15,11-12=-7 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pi) Vert:1-11=182(F—195),12-23=-20 Horz:1-23=25,11-12=8 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 IIIUniform Loads Of) Vert:1-11=182(F—195),12-23=-20 Harz:1-23=-8,11-12=-25 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 • ' Uniform Loads f) • Vert:1-11-11=-511(F=-495),12-23=-20 19) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=l.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11-625(F=-592),12-23=-20 Horz:1-23=21,11-12=7 ' 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall l� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mel( 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 ANSMP�7 Quality Criteria,OSH-89 end 13CSI8mlding Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldod,MD 20601 Carona,CA 92880 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838490 20-DD2646 COS ROOF SPECIAL 1 1 • __ Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:41 2021 Page 3 ' ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-OxCvZl nAn9aLtYl JgdTQrl NjescdQY3yEmzCnhz3Pb0 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-11=-625(F=-592),12-23=-20 I Horz:1-23=-7,11-12=-21 21) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-825(F=-592),12-23=20 Horz:1-23=19,11-12=6 I 22) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-11=-625(F=-592),12-23=-20 Horz:1-23=-6,11-12=-19 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 I Uniform Loads(plf) Vert:1-11=481(F=425),12-23=-20 I I I I I I 1 I I I A WARNING-verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly ncorporate this design into the overall �} building design.Bracing indicated is to prevent buckling of individual truss web andbr 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/lPI1 Ovally Criteria,OSB-89 end SCSI Building Component 250 Nog Circle Safety Information available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona.CA 92880 1 Job Truss Truss Type ON Ply Timbertech-Dartmouth North K9838491 20-DD2646 CO6 ROOF SPECIAL 1 1 I Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:43 2021 Page 1 ' ID:Uz76p9Pw3CCW20.9.4 XkgHzFGII-KJJ1zjp0Jng26sBio2VuwST4efGU28-0-0 8JsZz3PbM 2-8-9 7-2-12 11-8-15 16-3-1 l 20.9-4 25-3-7 I 28-0-0 2-8-9 4-6-3 4-6-3 4-6-3 4-6-3 4-6-3 2-8-9 Scale=1:47.3 I ' 4x6= 5x5= 5x5= 5x5= 6x6 5x5= 4x6= 21 8 12x12 1 2 20 3 4 5 6 7 9 12x12= 18 17 16 15 14 13 12 11 19 4x5= 4x6= 4x5= 3x12= 4x5= 4x5= 10 I I 4-11-11 9-5-13 l 13-3-6 14-0-0 17-2-6 118.6.3 23-0-5 28-0-0 I4-11-11 4-6-3 3-9-9 0-8-10 3-2-6 1-3-13 4-6-3 4-11-11 Plate Offsets(X,Y)-- [2:0-2-12,0-2-8],[8:0-2-12,0-2431,[9:Edge,0-3-8],[12:0-2-4,0-2-0],[14:0-5-12,0-1-8],[16:0-2-4,0-2-0],[19:Edge,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.00 18-19 >999 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(TL) -0.01 18-19 >999 240 TCDL 8.0 Rep Stress InaNO WB 0.67 Horz(TL) 0.04 10 Na Na BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:194 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x10 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 HF Std'Except° BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 1-19,9-10:2x6 DF No.2 9-6-15 oc bracing:11-12. IREACTIONS. All bearings 13-6-14 except(jt=length)10=11-1-2,12=11-1-2,11=11-1-2,15=0-3-8,13=0-3-8. (lb)- Max Horz 19=41(LC 33) Max Uplift All uplift 100 lb or less at joint(s)except 19=-336(LC 30),10-332(LC 31),18=-106(LC 33), 16=-111(LC 32),14=-127(LC 30),12=-125(LC 33),11=-102(LC 32) Max Gray All reactions 250 lb or less at joint(s)15,13 except 19=1418(LC 2),10=1418(LC 2),18=3071(LC 2), ' 16=3179(LC 2),14=2931(LC 2),12=3156(LC 2),11=3074(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-814/97,1-2=540/491,2-3=-685/1485,3-4=-692/1868,4-5=-691/1888, 5-7=-692/1868,7-8=-689/1486,8-9=-525/491,9-10=-814/100 BOT CHORD 18-19=-658/1622,16-18=664/1590,15-16=650/1150,14-15=-649/1150, 13-14=-649/1150,12-13=-650/1150,11-12-681/1590,10-11=-648/1622 WEBS 2-19=-1435/637,2-18=-3444/819,3-18=3409/819,3-16=-3833/827,4-16=-3346/815, 4-14=-3368/815,5-14=-3368/815,5-12-3346/814,7-12=3833/825,7-11=-3409/818, 8-11=-3444/812,8-10=-1435/628 cc c INOTES- _0..1) PR OFFss 1)Wind:ASCE 7-10;Vull=l20mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Extenor(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 27-9-4 zone;cantilever left and right exposed;end vertical co, �NG(N E�9 /`2 left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 89200PE �< I 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / ,./• 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 336 lb uplift at joint 19,332 lb uplift at -l � r joint 10,106 lb uplift at joint 18,111 lb uplift at joint 16,127 lb uplift at joint 14,125 lb uplift at joint 12 and 102 lb uplift at joint 11. 1:".)6)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer Cr • must review loads to verify that they are correct for the intended use of this truss. -37L OREGON �4./ 41 7)This truss has been designed for a total drag load of 260 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag /Q Y loads along bottom chord from 0-0-0 to 28-0-0 for 260.0 plf. i 4, 2°1tiQ} 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). M -R R I O- v LOAD CASE(S) Standard I = 1)Dead+Snow(balanced):Lumber Increase 1.15,Plate Increase-1.15 RENEWAL DATE: 12-31-2021 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 mi' a truss system.Before use,the building designer must verily 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 M[l'el. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the RR fabrication,storage,delivery,erection and bracing of trusses and truss systems,see AN51?P/f Qual/ty Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available front Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838491 20-DD2646 CO6 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:44 2021 Page 2 111 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-oWt1 B3g244zvkOmuLm07Tg?FM3cjdrCOwkBtO0z3P6L LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-9=-491(F=-425),10-19=-20 I 2) Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-9=-646(F=-592),10-19=-20 3) Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1.9=-211(F=-195),10-19=-40 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-162(F=-195),9-20=-169(F=-195),10-19=-12 Horz:1-19=18,9-10=33 I 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-21=169(F=-195),9-21=-162(F_195),10-19=-12 Horz:1-19=-33,9-10=-18 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 ' Uniforn Loads(plf) Vert:1-9=-223(F=-195),10-19=-20 Horz:1-19=-22,9-10=-30 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9—223(F=-195),10-19=-20 Horz:1-19=30,9-10=22 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=163(F=195),10-19=-12 Horz:1-19=16,9-10=21 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-163(F=-195),10-19=-12 Horz:1-19=21,9-10=-16 I 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-182(F—195),10-19=-20 Horz:1-19=28,9-10=10 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert 1-9=-182(F=195),10-19=-20 Horz:1-19=-10,9-10—28 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) i Vert:1-9=-163(F=-195),10-19=-12 Horz:1-19=14,9.10=20 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-163(F=-195),10-19=-12 ' Horz:1-19=-20,9-10=-14 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-175(F=-195),10-19=-12 Horz:1-19=7,9-10=15 111 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-175(F=-195),10-19=-12 Horz:1-19=15,9-10=7 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-9=-182(F=-195),10-19=20 Horz:1-19=25,9-10=8 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-182(F=-195),10-19=20 Horz:1-19=-8,9-10=-25 18) Dead:Lumber Increase&a90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-9—511(F=-495),10-19=-20 19) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-625(F=-592),10-19=-20 Horz:1-19=21,9-10=7 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) • Vert:1-9=625(F=-592),10-19=-20 Horz:1-19=-7,9-10=-21 : , __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MReI®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 indNidual truss web and/or chord members only.Additional temporary and permanent bracing M iTek'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 end truss systems.see ANS/RPIi Quality Criteria,0313d9 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf.MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838491 20-DD2646 C06 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:44 2021 Page 3 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-oWt1 B3g244rvk0muLm07rg?FM3cjdrCOwkBtOOz3PbL LOAD CASE(S) Standard 21) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)let Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) IVert:1-9=-625(F=-592),10-19=-20 Horz:1-19=19,9-10=6 22) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=625(F=-592),10-19=-20 I Horz:1-19=-6,9-10=19 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-9=-481(F=-425),10-19=-20 I 1 I I I I I I I I I 1 I WARNING-Verl des)n arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-h' 9 p 7473 rev.5119/2020 BEFORE USE. Design valid for use only with the b e ding designer This design is based only upon parameters shown,and is for an individual building component,not a tress system.Before use, edding designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing B'is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regardingingthethe fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI rpmi Quality Criteria,DSB-B9 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838492 20-DD2646 C07 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss 8 Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:48 2021 Page 1 ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-lu7ockrlciDdzKvHTB2bY55ZUtEX5pJhO2gzTuz3PbJ 2-7-7 I 6-11-6 I 11-3-415-7-2 19-11-1 �_ 22 6 8 2-7-7 4-3-14 4-3-144-3-14 4-3-142.7.7 Scale=1:37.9 I ' 5x6= 12x12= 12x12= 6x8= 5x6= 4x5= 4x5= 4x5= 1 2 20 3 4 5 6 21 7 a u 19 11 10 9 I 4x5= 18 17 16 15 14 13 12 3x5= 4115= 8x8= 3x5= 3x5= I I 3-8-9 4-9-6 6-11-6 9-1-5 10-2-10 13-5-3 15-7-2 16-8-10 17-9-2 20-4-2 22-6-8 3-8-9 1-0-13 I 2-1-15 I 2-1-15 1-1-5 1 3-2-10 2-1-15 1 1-1-8 1-0-8 2-7-0 2-2-6 Plate Offsets(X,Y)-- [1:0-0-0,0-3-0],[2:0-2-8,0-2-8],[3:0-6-0,0-4-4],[4:0-2-8,0-2-8],[5:0-6-0,0-4-4],[7:0-2-8,0-2-8],[8:Edge,0-3-0],[9:0-2-4,0-2-0],[17:0-3-0,0-4-8],[19:0-24 ,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.01 11 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.53 Vert(TL) -0.01 10-11 >999 240 TCDL 8.0 Rep Stress!nor NO WB 0.44 Horz(TL) 0.02 9 n/a n/a BCLL 0.0 Code IBC2012/fP12007 Matrix-R Weight:157 lb FT=0% BCDL 10.0 ILUMBER- BRACING- TOP CHORD 2x10 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 HF Sid*Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 1-19,8-9:2x6 DF No.2 9-11-10 oc bracing:14-15. I REACTIONS. All bearings 13-0-1 except Qt=length)19=0-4-9,9=2-5-14,18=0-3-8,12=0-3-8, 10=0.3.8. (lb)- Max Horz 19=41(LC 33) Max Uplift All uplift 100 lb or less at joint(s)17,15,14,18,12,10 except I 19=-354(LC 30),9=-381(LC 31),16=-135(LC 32),13=-149(LC 33) Max Gray All reactions 250 lb or less at joint(s)18 except 19=1505(LC 2),9=1540(LC 2),17=1268(LC 2),15=1430(LC 2),14=1496(LC 2),16=3040(LC 2),13=2997(LC 2),12=980(LC 2),10=369(LC 2) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-971/107,1-2=-498/468,2-3=-619/611,34=-614/798,45=-617/870, 5-7=-631/582,7-8=-444/454,8-9=-1047/114 BOT CHORD 18-19=-726/1452,17-18=-623/1452,16-17=522/5137,15-16=-561/570,14.15=-632/1253, 13-144-561/569,12-13=-272/280,11-12=-580/589,10-11=-609/1605,9-10=-736/1605 I WEBS 2-19=-1231/598,2-17=-2297/740,3-17=-634/651,3-15=-755/659,4-15=-2292/741, 3.16=3003/157,5-13_3416/1755-11=-602/640,7-11=-1821/723,7-9=-1447/580, C ,`(L‘1 G1 ELnus/D, NOTES- `_ T -q I 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) 89200PE gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(i)3-2-12 to 22-3-12 zone;cantilever lett and right exposed;end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ./, 2)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 -4. � f - 3) Provide adequate drainage to prevent water ponding. I4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O OREGON �� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17,15,14,18,12, 10 except(jt=lb)19=354,9=381,16=135,13=149. G/Q ,9 Y 14 2P\0`6)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer 6P must review loads to verify that they are correct for the intended use of this truss. 11i Rita- V I 7)This truss has been designed for a total drag load of 260 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag �'1 loads along bottom chord from 0-0-0 to 22-6-8 for 260.0 plf. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). RENEWAL,DATE:12-31-2021 June 23,2021 LOAD CASE(S) Standard t A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mg-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a lass 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 MI111111. k' 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 ANa67PN Quality CriMrie,DSB-89 end SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 209 Waldorf,MD 20601 Corona,CA 92880 I doh Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838492 20-DD2646 C07 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:47 2021 Page 2 1D:Uz?6p9Pw3CCW5KptXKXkgHzFGli-D5ZAp4sxN?LUbTUT1 uag5ldkEHamgGYrdiQX7Lz3Pbl LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(ell) Vert:1-8=-491(F=-425),9-19=-20 2)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-646(F=-592),9-19=-20 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:t-8=-211(F=-195),9-19=-40 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-162(F=-195),8-20=-169(F=-195),9-19=-12 Horz:1-19=19,8-9=34 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-21-169(F=-195),8-21=-162(F=-195),9-19=-12 Horz:1-19—34,8-9=-19 I 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-223(F=-195),9-19=-20 Horz:1-19=-23,8-9=-31 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Vert:1-8=-223(F=-195),9-19=-20 Horz:1-19=31,8-9=23 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-163(F=-195),9-19=-12 Horz:1-19=16,8-9=21 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=163(F=-195),9-19=-12 Horz:1-19=-21,8-9=-16 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-8=-182(F=-195),9-19=-20 Horz:1-19=28,8-9=10 I 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-1 82(F=-1 95),9-19=-20 Horz:1.19=10,8-9=-28 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Vert:1-8=-163(F=-195),9-19=-12 Horz:1-19=14,8-9=20 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-163(F—195),9-19=-12 Horz:1-19=20,8-9=-14 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ' Vert:1-8—175(F=-195),9-19=-12 Horz:1-19=7,8-9=15 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-175(F=-195),9-19=-12 Horz:1-19=15,8-9=-7 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=l.60 Uniform Loads(pit) Vert:1-8—182(F-195),9-19=-20 Horz:1-19=25,8-9=8 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.8=-182(F=-195),9-19=-20 Horz:1-19=-8,8-9=-25 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-8=-511(F=-495),9-19=-20 19) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-625(F=-592),9-19=-20 Horz:1-19=21,8-9=7 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. 111! 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 verily the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing OR Ml ROW ek'' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,sea ANSV/p/1 Quellty Criteria,058-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 WeMorf,MD 20E01 Corona,CA 02580 I Job Truss Truss Type Oly Ply Timbertech-Dartmouth North K9838492 20-19D2646 C07 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss 8 Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:47 2021 Page 3 I ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-D5ZAp4sxN?LUbTUTluag5ldkEHamgGYrdiOX?Lz3Pbl LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-8=-625(F=-592),9-19=-20 I Horz:1-19=7,8-9=-21 21) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-625(F=-592),9-19=-20 Horz:1-19=19,8-9=6 I 22) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8—625(F—592),9-19=-20 Horz:1-19=-6,8-9=-19 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 I Uniform Loads(plf) Vert:1-8=-481(F=-425),9-19=-20 I I I 1 I I I • I 1 I 1 : . A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTeke 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 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' ek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erectron and bracing of trusses and truss systems,see ANSWPII Quality Criteria,DSS-99 and SCSI Building Component 250 Krug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type City Ply Timbertech-Dartmouth North K9838493 20-DD2646 C08 ROOF SPECIAL GIRDER 1 1 Job Reference(optional). Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:49 2021 Page 1 I lath?6p9Pw3CCW5KpOCKX-10-12 li-9ThwEmtBvdbCgne28-0-0 jAw4GFIBe740vd4Dz3PbG 6-1d 10-0.10 14-0-0 17-11-6 21-10-12 28-0-0 6-1-4 3.11-6 3-11-6 3-11-6 3-11-6 6-1-4 Scale=1:50.2 I ' 3x6= 3x4= 3x4= 4x5 13x4= 3x4= 3x6= 1 2 3 4 5 6 7 16 15 14 13 12 11 10 9 8 3x8 M18SHS II 4x5= 4x5= 4x5= 6x8= 4x5= 4x5= 4x5= 3x8 M18SHS II I I 4-1-9 6-0-15 12-0-5 15.11-11 19-11-1 23-10-7 i 26-0-0 4-1-9 3-11-6 3-11-6 3-11-6 3-11-6 3-11-6 4-1-9 Plate Offsets(X,Y)-- [4:0-3-0,0-2-0],[8:0-4-0,0-0-0],[9:0-2-4,0-2-8],110:0-2-8,0-2-8],[11:0-2-8,0-2-8],[13:0-2-8,0-2-8],[14:0-2-8,0-2.8],[15:0-2-4,0-2-8],[16:0-4-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=25.0)I TCDL Lumber DOL 1.15 BC 0.46 Vert(TL) n/a - Na 999 M18SHS 220/195 8.0 Rep Stress InaNO WB 0.34 HDrz(TL) 0.00 8 n/a n/a BCLL 0.0 Code IBC20t 2/TPI2007 Matrix-R Weight:174 lb FT=O% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x10 DF No.2 except end verticals. WEBS 2x4 HF Std'Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-16,7-8:2x6 DF No.2 1 REACTIONS. All bearings 28-0-0. (Ib)- Max Horz 16=-43(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 16=-305(LC 34),8=-528(LC 33),15=1112(LC 32),9=-871(LC 31),14=826(LC 33),13=-713(LC 33),11=-733(LC 30),10=-773(LC 32) Max Gray All reactions 250 lb or less at joint(s)16 except 8=1539(LC 54),15=4783(LC 55),9=3673(LC 56), I14=3587(LC 54),13=3268(LC 54),11=3369(LC 57),10=3329(LC 55) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16—260/242,1-2=-815/837,2-3=-581/582,3-4=-536/534,4-5=-536/531, 5-6=589/563,6-7=-913/865 BOT CHORD 15-16=-955/909,14-15=-848/825,13-14=-619/611,11-13_598/591,10-11=-621/623, 9-10=-861/882,8-9=-998/1137 WEBS 1-15—585/611,7-9=-721/648,2-15=836/853,2-14=-885/917,3-14=-700/714, 3-13=-701/719,4.13=701/718,4-11=-697/717,5-11=711/721,5-10=-692/712, 6-10=-929/927,6-9=-789/838 NOTES-I W nit ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=60tt;Cat.II;Exp B;Enclosed;MWFRS(envelope) 5��`��_`GPNE fi�`S1,Sj • gable end zone and C-C Comer(3)0-2-12 to 3-2-12,Exterior(2)3-2-12 to 27-9-4 zone;cantilever left and right exposed;end vertical V`_ FR D2 left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 <i/ ' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 Q' 9200P 9< 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. - 7,5)Gable requires continuous bottom chord bearing. / 6)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. I7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 305 lb uplift at joint 16,528 lb uplift at Q joint 8,1112 lb uplift at joint 15,871 lb uplift at joint 9,826 lb uplift at joint 14,713 lb uplift at joint 13,733 lb uplift at joint 11 and 773 "pG 41OREGON t�4 lb uplift at joint 10. .,,�` 8)This truss has been designed for a total drag load of 7000 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist QA- q 2� drag loads along bottom chord from 0-0-0 to 28-0-0 for 250.0 plf. ili `�P • 9)Girder carries tie-in span(s):35-0-0 from 4-1-9 to 28-0-0I RR`� 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2965 lb down and 650 lb up at 4-1-9 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. RENEWAL DATE:12-31-2021 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). June 23,2021 V I ING.Verfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.lid tar use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notstem.Before use,the building designer must verily the applicability of design parameters end properly Incorporate this design into the overall esign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing {�ek'required for stability aril to prevent collapse with possible personal injury and properly damage. For general guidance regarding then,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/r Omlity Criteria,OSB•69 and BCSI Bui/ding Component Ml l 250 King Circlelormafion available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Ttmbertech-Dartmouth North K9838493 20-D02646 C08 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:50 2021 Page 2 IID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-dgEJR6upgwj3SxD2i07XixFLgUcUteuFJgeBcgz3PbF LOAD CASE(S) Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) IIV :1 -7=-66,15-16=20,8-15—730(F—710) Concentraertted Loads(Ib) Vert:15=2700(F) I I I I I III I I I I 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 prapedy 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 Mlle k• 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 ANS6?PIf Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Clyde Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona.CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838494 20-DD2646 CO9 ROOF SPECIAL STRUCTU 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:49:51 2021 Page 1 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-5sohfSvRRErw45oEGkemF8oPwuyzmyrOXKOk86z3PbE 3-0-6 8-2-1 13-3-12 I 16-4-2 3-0-6 5-1-11 5-1-11 3-0-6 Scale=1:27.3 1 5x6= 5x6= 4x6= 5x6= 4x6= ' 1 2 3 4 5 s , p4•0:•.44 :• : NO 4,-0.+:44*i�'o4,4:•6•i'+6••:,•*4:'444*0��� � . ,4 +i044404:44444 ''•ti�'4i� a t.k. AA.. !•Wt3.0:1p6�.wL �8•at••ti•�wew!dw4 4wSw�w•�'..••tiit•;t1oit 4 ,�i0rJi•aa6:1v6•y� wQiw .w ' 12 3x5= 11 4x6= 4x6= 7 6 10 9 6 3x5= 1 I 1-2-8 4-10-0 5-7-3 7-10-10 10-8-15 10]11-4 14-6-12 16-4-2 1-2-8 3-7-8 0-9-3 2-3-7 2-10-5 0-2-5 3-7-8 1-9-6 Plate Offsets(X,Y)-- 11:0.0-0,0.3.0],[2:0-2-0,0.2-8],[4:0-2-0,0-2.8],[5:Edge,0.3.0],[6:0-24,0.1.81,[8:0-3.0,0-1-12],[9:0-3-0,0-1-12],[12:0-2-4,0-I.8] LOADING (P ) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.01 8-9 >999 240 MT20 185/148 (Roof Snow=25.0) ' Lumber DOL 1.15 BC 0.51 Vert(TL) -0.03 8-9 >999 240 TCDL 8.0 Rep Stress!nor NO WB 0.93 Horz(TL) 0.05 6 n/a n/a BCLL 0.0 Code IBC20121TPI2007 Matrix-R Weight:102 lb FT=0 BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x10 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-12,5-6:2x6 OF No.2 REACTIONS. All bearings 6-1-4 except(jt=length)12=1-6-0,6=2-0-14,11=0-3-8,10=0-3-8,7=0-3-8. (lb)- Max Horz 12=44(LC 32) Max Uplift All uplift 100 lb or less at joint(s)11,10,7 except 12=432(LC 30),6=-390(LC 31),9=-132(LC 33), 8=-126(LC 32) Max Gray All reactions 250 lb or less at joint(s)11,10,7 except 12=1351(LC 2),6=1413(LC 2),9=3789(LC 2), I8=3771(LC 2),8=2889(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-865/101,1-2=-579/589,2-3=-801/2296,3-4=-801/2292,4-5=-589/600, 5-6=-867/104 BOT CHORD 11-12=-840/1643,10-11-592/1643,9-10=-754/1643,8-9=771/1909,7-8=750/1657, 6-7=-623/1657 WEBS 2-12=1536/707,2-9=-4322/952,3-9=-4614/952,3-8=-4610/954,4-8=-4332/947, 4-6=-1518/706 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) y� V �'n gable end zone and C-C Exterior(2)0-2-12 to 3-0-6,Interior(1)3-0-6 to 16-1-6 zone;cantilever left and right exposed;end vertical '.�+�NGINEf9Vs/py left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat root snow);Category II;Exp B;Partially Exp.;Ct=1.00 <Ct '9 I3)Provide adequate drainage to prevent water ponding. B9ZOOPE 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,10,7 except (jt=lb)12=432,6=390,9=132,8=126. -' - 6)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer w � ' must review loads to verify that they are correct for the intended use of this truss. OREGON L�/� 7)This truss has been designed for a total drag load of 260 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag 7G \v' ` loads along bottom chord from 0-0-0 to 16-4-2 for 260.0 plt. / .9 p 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Q 14 Z 0P LOAD CASE(S) Standard Ili r 7 RiL- ' 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pH) RENEWAL DATE:12-31-2021 Vert:1-5=-491(F=-425),6-12=20 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek' 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?F/1 Quality Criteria,OSBA9 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf.MD 20601 Corona,CA 92880 'Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838494 20-DD2646 C09 ROOF SPECIAL STRUCTU 1 1 Job Reference o tional Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:52 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-Z2M3sow3CYznhFNRpR9?oLLZg IICVP5am_71gYz3PbD LOAD CASE(S) Standard 2) Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-646(F=-592),6-12=-20 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=211(F=-195),6-12=-40 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Vert:1-2=161(F=-195),2-5=-169(F=-195),6-12=-12 Horz:1-12=21,5-6=36 5) Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4—169(F=-195),4-5=-161(F=-195),6-12=-12 Horz:1-12=-36,5-6=-21 6) Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-223(F=-195),6-12=20 Horz:1-12=-24,5-6=-33 7) Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-223(F=-195),6-12=-20 Horz:1-12=33,5-6=24 I8) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-5=-163(F=-195),6-12=-12 Horz:1-12=16,5-6=21 9) Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veit:1-5=-163(F=-195),6-12=-12 Horz:1-12=-21,5-6=-16 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1,60,Plate Increase=1.60 Uniform Loads(plf) II Vert:1-5�182(F—195),6-12—20 Horz:1-12=28,5-6=10 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-5=182(F=-195),6-12=-20 Horz:1-12—10,5-6=-28 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-163(F=-195),6-12=-12 Horz:1-12=14,5-6=20 I 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=163(F=195),6-12=-12 Horz:1-12=-20,5-6=-14 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Veil:1-5=175(F=-195),6-12=-12 Horz:1-12=7,5-6=15 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert::1-5-5=-175(F=-195),6-12=-12 Horz:1-12=-15,5-6=-7 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-182(F=-195),6-12=-20 Horz:1-12=25,5-6=8 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-182(F=-195),6-12=-20 Horz:1-128,5-6=-25 I18) Dead:Lumber Increase=0.90,Plate Increase 3.90 Plt.metal=0.90 Uniform Loads(plf) Vert:t-5=-511(F=-495),6-12=-20 19) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Lett):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf)' Vert:1-5=-625(F=-592),6-12=-20 Horz:1-12=21,5-6=7 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-625(F=-592),6-12=-20 IIHorz:1-12—7,5-6=21 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE USE. Design valid for use only with MiTekr5 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 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 Reek'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 system,see ANSUTP/1(7uality Criteria,OSB-ga and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Instkute.2670 Crain Highway,Suite 203 Waldorf,MD 20501 Corona,CA 92880 • I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838494 20-DD2646 C09 ROOF SPECIAL STRUCTU 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:52 2021 Page 3 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-Z2M3sow3CYznhFNRpR9?oLLZglICVP5am_71gYz3PbD LOAD CASE(S) Standard 21) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Vert:1-5=-625(F=-592),6-12=-20 Horz:1-12=19,5-6=6 22) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5—625(F=592),6-12=-20 I Horz:1-12=-6,5-6=-19 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=481(F=-425),6-12=-20 I I I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTeke 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 l�building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI IQk'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 ANSVTP!1 Quality Criteria,OSB.99 end SCSI Building Component 250 Klug Circle Safety/n/ormatlon available from Truss Plate Institute,2670 Cain Highway,Suite 203 Waldorf,MD 206ot Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838495 20-DD2646 C10 ROOF SPECIAL STRUCTU 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:54 2021 Page 1 ' 2-6-12 I I ID:Uz76p9Pw3CCW5KptXKXkgHzFGII-WRUpHTxKj9DVxYWpxsCTtmQze5xSzRntEIcOIRz3PbB 6-9-3 10-11-11 15-2-2 17-e-14 2-6-12 4-2-8 4-2-8 4-2-6 2-6-12 Scale=1:29.7 I 5x6= 4x5= 4x8 I I 4x8 II 4x5= 5x6= I1 2 16 3 4 17 5 6 ' ®d a a dZ!.�! :t .s! Aiaa..:�.A_••s_O•r-at�• Ote_!e_:•_O i-.O-i t:± w y :C ,.•i "ti• aS'O� . . .•II•a!iII•md.•!.•Oal.�al.•n.Pm�. .Pa3S�._�aa!� 8 7' 15 14 13 12 11 10 3x4= 3x5= 3z5= 3x4= 3x4 3x4= 3x4 I I I 4-8-0 6-9-3 8-10-7 10-11-11 l 12-5-10 13.0.1� 16-1-2 17-8-14 4-8-0 2-1-4 2-1-4 2-1-4 1.5.15 0-7-5 3-0-4I 1-7-12 Plate Offsets(X,Y)-- [1:0-0-0,0-3-0],[2:0-2-8,0-2-8],[5:0-2-8,0-2-8],[6:Edge,0-3-0],[7:0-2-4,0-1-8],[9:0-1-12,0-1-8],[14:0-1-12,0-1-8],[15:0-24,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.01 8-9 >999 240 MT20 185/148 (Roof Snow=25.0) I Lumber DOL 1.15 BC 0.65 Vert(TL) -0.03 8-9 >999 240 Horz(TL) 0.02 7 TCDLBCLL 8.00.0 Rep Stress!nor NO WB 0.41 Na Na BCDL 10.0 Code IBC20121TPI2007 Matrix-R Weight:112 lb FT=0% LUMBER- BRACING- ' TOP CHORD 2x10 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except; 1-15,6-7:2x6 DF No.2 7-8-5 oc bracing:14-15. IREACTIONS. All bearings 12-5-10 except(it=length)7=1-11-4,10=0-3-8,8=0-3-8. (Ib)- Max Horz 15=44(LC 37) Max Uplift All uplift 100 lb or less at joint(s)14,10,8 except 15=-357(LC 30),7=-395(LC 31),11=-123(LC 33), 13-115(LC 32) Max Gray All reactions 250 lb or less at joint(s)8 except 15=1474(LC 2),7=1830(LC 2),14=1529(LC 2), 1 12=582(LC 2),11=2994(LC 2),13=2420(LC 2),10=647(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-907/96,1-2=-566/510,2-3=594/688,3-4=-585/593,4-5=-606/531,5-6=-495/507, 6.7-1042/105 ' BOT CHORD 14-15=-675/1345,13-14=-554/560,12-13-552/558,11-12=-554/557,10-11=362/355, 9-10=-558/561,8-9=-622/1623,7-8=-691/1623 WEBS 2-15=-1175/641,2-14=-2322/748,3-14=674/667,3-12=651/650,4-12=-639/650, 4-9=-616/683,5-9-1549/723,5-7=-1513/612,4-11=-3155/152,3-13=-2403/128 NOTES El) PROFS 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60fh Cat.II;Exp B;Enclosed;MWFRS(envelope) c eft and right exposed;C-C forable end zone and C-C members and forces&MWFRS o)ar reactions shown;Lumber cantilever DOL=1 60 plate grip DOL=1.60 end vertical C/ �`,(j,IN N . �'iOA- 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 IL \_ 9 I3) Provide adequate drainage to prevent water ponding. Q 8Ar]AA[]C, f 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .7G1JVr C 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,10,8 except (jt=lb)15=357,7=395,11=123,13=115. / .- 6) Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer �� must review loads to verify that they are correct for the intended use of this truss. O OREGON �� 7)This truss has been designed for a total drag load of 260 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag4. L loads along bottom chord from 0-0-0 to 17-8-14 for 260.0 plf. / ` Ot 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). O��`Y 4 Z�,�yQ. LOAD CASE(S) Standard �"�RR`�•,' V 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) RENEWAL DATE:12-31-2021 Vert:1-6=-491(F=-425),7-15=-20 June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.6/19/2020 BEFORE USE. Design valid for use only with MiTelr®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 I}building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k- 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 ANSUTPIf Quality Criteria,OSB-89 and!SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 • I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838495 20-DD2846 C10 ROOF SPECIAL STRUCTU 1 1 Job Reference(optional) Precision Truss&Lumber,Inc.. CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:54 2021 Page 2 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-WRUpHTxKj9DVxYWpxsCTtmQze5xSzRntEIcOIRz3PbB LOAD CASE(S) Standard 2)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-646(F—592),7-15=-20 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=211(F=-195),7-15=-40 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-162(F=-195),6.16=-169(F=195),7-15=-12 Horz:1-15=21,6-7=35 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-169(F=-195),6-17=-162(F=195),7-15=12 Horz:1-15=-35,6-7=21 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6—223(F=-195),7-15=-20 Horz:1-15=-24,6-7=32 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=223(F=-195),7-15=-20 Horz:1-15=32,6-7=24 I6)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veit:1-6=-163(F=-195),7-15=-12 Horz:1-15=16,6-7=21 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.6=-163(F=-195),7-15=-12 Horz:1-15=-21,6-7=16 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-182(F=195),7-15=-20 Horz:1-15=28,6-7=10 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-182(F=-195),7-15=-20 ' Horz:1-15=10,6-7=-28 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-6=163(F=-195),7-15=-12 Horz:1-15=14,6-7=20 I13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6—163(F=-195),7-15=-12 Horz:1-15=20,6-7=-14 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-175(F—195),7-15=-12 Horz:1-15=7,6-7=15 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ' Vert:1-6=-175(F=195),7-15=-12 Horz:1-15_15,6-7—7 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-182(F=-195),7-15=-20 Horz:1-15=25,6-7=8 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-182(F=-195),7-15=-20 Horz:1-15=8,6-7=-25 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-6=-511(F=-495),7-15=-20 19) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-625(F=-592),7-15=20 Horz:1-15=21,6-7=7 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6}625(F=-592),7-15=-20 Horz:1-15=-7,6-7=-21 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7413 rev.5/19/2020 BEFORE USE. Design valid for use only with Musk®connectors.This design is based only upon parameters shown,and is for en Individual building component,not a truss system.Before use,the building designer must verily 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 Mile l.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y�11 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS//TP/1 Oualffy Criteria,059-89 and SCSI Building Component 250 lOug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838495 20-DD2646 C10 ROOF SPECIAL STRUCTU 1 , 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:54 2021 Page 3 IID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-WRUpHTxKj9DVxYWpxsCTtmOze5xSzRntEIcOIRz3PbB LOAD CASE(S) Standard 21) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Vert:1-6 -625(F=592),7-15=-20 Horz:1-15=19,6-7=6 22) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-625(F—592),7-15=-20 I Horz:1-15=-6,6-7 -19 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:I-6=-48 I(F=-425),7-15=-20 I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTelW 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 iv to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi ek'' is always required for debility 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 ANSVIPII Quality Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838496 20-DD2646 C11 ROOF SPECIAL STRUCTU 1 1 _... ._ Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:59 2021 Page 1 ' 2-10-9 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-sOHiKB?SYhsn1 KPnkPneag7nZ6iJecEcNaK9Oez3Pb6 7-8-12 l 12-6-15 17.5-1 22-3-4 27-1-7 30-0-0 .{ 2-10-9 4-10-3 4-10-3 4-10-3 4-10-3 4-10-3 2-10-9 Scale=1:54.4 I ' 3x8 M18SHS II 5x5= 5x5= 5x5= 5x5= 6x8= 5x5= 5x5= 3x8 MIBSHS II 1 219 3 4 5 6 7 820 9 18 17 16 15 14 13 12 11 ' 3x5= 4x5= 5x8 M18SHS= 4x5= 4x5= 4x5= 10 3x5= I 3-8-1 1 5-3-11 i 7-8-9 10-1-13 11-5-101 15-0-0 15114 10 19-10-3 24-8-5 I 30-0-0 3-8-1 1-7-10 2-4-15 2-5-4 1-3-13 3-6-6 0-4.10 45-9 4-10-3 5-3-11 Plate Offsets(X,Y)-- [1:0-4-0,0-0-12],[9:0-4-0,0-1-12],[10:0-2-4,0-1-8],[11:0-2-8,0-1-121,[12:0-2-8,0-1-12],[15:0-3-0,0-3-4],[16:0-2-8,0.1.12],[18:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.01 15-16 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.41 Vert(LL) -0.02 15-16 >999 240 M18SHS 185/148 ' TCDLBCLL 8.00.0 Rep Stress!nor NO WB 0.78 Horz(TL) 0.06 10 Na Na BCDL 10.0 Code IBC20127TPI2007 Matrix-R Weight:186 lb FT=0% LUMBER- BRACING- ITOP CHORD 2x10 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-18,9-10:2x6 DF No.2 IREACTIONS. All bearings 14-10-14 except(jt=length)18=0-4-1,16=8-1-1,15=8-1-1,17=0-3-8,14=0-3-8. (Ib)- Max Horz 18=44(LC 32) Max Uplift All uplift 100 lb or less at joint(s)13 except 18=-360(LC 30),10=-347(LC 31),16=-122(LC 32), 15=-117(LC 32),12=-108(LC 33),11=-105(LC 32) Max Gray All reactions 250 lb or less at joint(s)17,14 except 18=1411(LC 2),10=1424(LC 2),16=3346(LC 2), ' 15=3417(LC 2),13=3186(LC 2),13=2443(LC 1),12=3430(LC 2),11=3388(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-837/94,1-2=-615/576,2-3=-743/1999,3-4=762/2387,4-5-760/2361, 5-7-763/2386,7-8=-747/1995,8-9=-625/572,9-10=-840/96 ' BOT CHORD 17-18=-679/1528,16-17=-718/1528,15-16=706/1313,14-15=-677/869,13-14=-679/869, 12-13=-679/870,11-12=-702/1315,10-11=-755/1540 WEBS 2-18=-1362/703,2-16=-3912/901,3-16=-3673/885,3-15=-4102/894,4-15=-3611/877, 4-13=-3582/876,5-13=-3582/876,5-12=-3611/877,7-12=-4105/892,7.11=3671/885, 8-11-3920/891,8-10=-1345/701 INOTES- ��'�jE.Q PRQFEss 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) ��c ,t CGIN4. /0 gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 29-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 Q 89200PE 9< 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift al joint(s)13 except(jt=1b) 18=360,10=347,16=122,15=117,12=108,11=105. • Q- ' 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer 9 OREGON LkI must review loads to verify that they are correct for the intended use of this truss. Q+q 1 2o1e` .(,` 8)This truss has been designed for a total drag load of 260 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag 1 A, loads along bottom chord from 0-0-0 to 30-0-0 for 260.0 plf. /L�L+p V� I9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Cb7 RIL LOAD CASE(S) Standard RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.I! / Design valid for use only with MITekr5 connectors.This design is based only upon parameters shown,and is for an individual building component.notliff a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall R building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI RA' is' always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection end bracing of trusses and truss systems,see AMSI/FP/1 Quality Criteria,DSB-89 end BC51 Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,2670 Crain Highway,Suds 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838496 20-DD2646 C11 ROOF SPECIAL STRUCTU 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:59 2021 Page 2 ' ID:Uz76p9Pw3C KX CW5KptXkgHzFGli-sOHiKB?SYhsnl KPnkPneag7nZ6iJecEcNaK9Qez3Pb6 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-9=-491(F=-425),10-18=-20 2)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-9=-646(F=-592),10-18=-20 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plt) Vert:1-9=-211(F—195),10-18—40 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-19=162(F=195),9-19=-169(F=-195),10-18=-12 Horz:1-18=18,9-10=33 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-169(F-195),9-20=-162(F=-195),10-18=-12 Horz:1-18—33,9-10=-18 I 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=223(F=-195),10-18=-20 Horz:1-18=-21,9-11 -30 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.9=-223(F=-195),10-18=-20 Horz:1-18=30,9-10=21 8) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-163(F=195),10-18=-12 Horz:1-18=16,9-10=21 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-163(F=-195),10-18=-12 ' Horz:1-18=21,9-10=16 10) Dead+0.6 MWFRS Wind(Neg.Internal)Lek:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9—182(F=-195),10-18=-20 Horz:1-18=28,9-10=10 I11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-182(F=-195),10-18=-20 Horz:1-18=-10,9-10=-28 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 ' - Uniform Loads(plf) Vert:1-9—163(F=-195),10-18=-12 Horz:1-18=14,9-10=20 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9—163(F=-195),10-18=-12 Horz:1-18—20,9-10=14 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ' Vert:1-9=-175(F=-195),10-18—12 Horz:1-18=7,9-10=15 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-175(F=-195),10-18=-12 Horz:1-18=15,9-10=-7 I 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-182(F=-195),10-18=-20 Horz:1-18=25,9-10=8 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-182(F=-195),10-18=-20 Horz:1-18=-8,9-10=-25 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) ' Vert:1-9�511(F=-495),10-18=-2019) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-625(F=-592),10-18=-20 Horz:1-18=21,9-10=7 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 : 4zRNn-v.r"des "7 .nR ignetersd EAD NOTESON THIS ANDINCLUDEDMITEKREFERENCE PAGE MII-747arev.5/19/2020BEFOREUSE.varuseonlywithMk®connectors.This desgn is based only upon parameters shown,and is for an indIvidual building wmponenq not a truss system,Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the MI fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS/?P/r Quality Criteria,OSB+B9 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20501 Corona,CA 92080 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9638496 20-DD2646 C11 ROOF SPECIAL STRUCTU 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, B.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:49:59 2021 Page 3 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFOli-sOHiKB7SYhsnl KPnkPneag7nZ61JecEcNaK9Qez3Pb6 LOAD CASE(S) Standard Uniform Loads(pit) Vert:1-9=-625(F=-592),10.18=-20 IHorz:1-18=7,9-10=-21 21) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) , Vert:1-9=-625(F—592),10-18=-20 Horz:1-18=19,9-10=6 I 22) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-625(F=-592),10-18=-20 Horz:1-18=-6,9-10=-19 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 I Uniform Loads(plf) Vert:1-9=-481(F-425),10-18=-20 I I I I I I I I I A WARNING•Verily parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-74id rev. om BEFORE USE. MI I Designde ign valid for use only with MTeldi 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 verily 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 s MiTek'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 ANSUrPri Quality Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safely Information available front Truss Plate Institute.2670 Cain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 i ' Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838497 20-DD2646 C12 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:01 2021 Page 1 I 2-8-0 ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-onPTIt1j4J6VGdZ9rgg6iFC8kwG06VSurtpGVXz3Pb4 7-1-0 11-6-0 15-11-0 20-4-0 23-0-0 2-8-0 4-5-0 4-5-0 4-5-0 4-5-0 2-8-0 Scale=1:38.6 I ' 5x7= 4x5= 4x7= 3 5x5= - 5x5= 6x8 4x6= 19r12 1 2 18 4 5 6 19 7 8 o a 17 1615 14 4x7= 5x6= 3x5= 13 12 11 10 9 ' 4x6= 4x5= 4x5= I 3.2.7 ] 4-10-8 6-9-15 9-3-8 13-8-8 l 18-1-8 23-0-0 3-2-7 1-8-1 1-11-7 2-5-9 4-5-0 4-5-0 4-10-8 Plate Offsets(X,Y)-- [1:0-0-0,0-3-0],[2:0-2-8,0-2-8],[3:0-2-4,0-2-8],�7:0-2-12,0-2-8],[8:Edge,0-3-8],[12:0-2-12,0-1-12],[17:03-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.03 14 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.91 Vert(LL) -0.05 14 >917 240 I TCDLBCLL 8.00.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.04 9 Na Na BCDL 10.0 Code IBC2012rTPI2007 Matrix-R Weight:160 lb FT=0% LUMBER- BRACING- ' TOP CHORD 2x10 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF No.2*Except' except end verticals. 9-15:2x6 OF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 HF Std*Except* 10-0-0 oc bracing:11-12,10-11. 1-17,8-9:2x6 DF No.2 ' REACTIONS. All bearings 16-2-1 except(jt=length)17=3-5-15,16=0-3-B,13=0-3-8. (Ib)- Max Horz 17=41(LC 32) Max Uplift All uplift 100 lb or less at joint(s)10,16,13 except 17=-366(LC 30),9=331(LC 31),12=-137(LC 32), 11=102(LC 33) ' Max Gray All reactions 250 lb or less at joint(s)except 17=1611(LC 2),9=1392(LC 2),12=3584(LC 2),11=3079(LC 2),10=2943(LC 2),16=1390(LC 2),13=1014(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-979/108,1-2=-486/467,2-3=-636/588,3-4=-705/2459,4-5=-682/1920, ' 5-7=-673/1434,7-8=-516/481,8-9=-800/99 BOT CHORD 16-17=-721/2146,14.16=-658/2146,13-14-698/2033,12-13=-660/2033,11-12=-624/816, 10-11=-661/1393,9-10=-632/1554 WEBS 2-17=-2209/649,2-14=-2031/754,3-14=1906/731,3-12-5000/853,4-12=-3645/817, 4-11=-3046/790,5-11=-3688/806,5-10=-3146/796,7-10=-3326/794,7-9=-1376/616 INOTES- 04EQ PROpx-, 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) �c" ' �NGIN4. s/ma li y gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 22-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �I I2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 89200PE 'go 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,16,13 except • (jt=lb)17=366,9=331,12=137,11=102. CI' 6)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 9G OREGON4(/ 7)This truss has been designed for a total drag load of 260 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag f loads along bottom chord from 0-0-0 to 23-0-0 for 260.0 plf. 19 4 201 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). M`r'1 RI�` �`_ ILOAD CASE(S) Standard rl 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE:12-31-2021 • June 23,2021 rWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEnindivid rev.5/19/2020 BEFORE USE. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling ul individual truss web and/or chord members only.Additional temporary end permanent bracing MiTek' ek' ' 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?P/1 Quality Criteria,DSB-99 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2u70 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timberech-Dartmouth North K9838497 20-DD2646 C12 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:50:01 2021 Page 2 ID:Uz?6p9Pw3CCW5KpOCKXkgHzFGli-onPTIt1 j4J6VGdz9rgg6fFC8kwGo6VSutipGVXz3Pb4 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-8=-491(F—425),9-17=-20 I2)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-646(F=-592),9-17=-20 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=125,Plate Increase=1.25 Uniform Loads(plf) Vert:1-8=211(F=-195),9-17=-40 4) Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18—162(F=-195),8-18=-169(F=195),9-17=-12 Horz:1-17=19,8-9=34 I 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-19=-169(F=-195),8-19=-162(F=-195),9-17=-12 Horz:1-17=-34,8-9=-19 ' 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-223(F=-195),9-17=-20 Horz:1-17=22,8-9=-31 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-223(F=-195),9-17=-20 Horz:1-17=31,8-9=22 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-163(F=-195),9-17=-12 Horz:1-17=16,8-9=21 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-163(F=-195),9-17=-12 Horz:1-17=-21,8-9=-16 I 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-182(F=-195),9-17=-20 Horz:1-17=28,8-9=10 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 111 Uniform Loads(plf) Vert:1-8=182(F=-195),9-17=-20 Horz:1-17=-10,8-9=-28 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ' Vert:1-8=-163(F=-195),9-17=-12Horz:1-17=14,8-9=20 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-163(F=-195),9-17=-12 Horz:1-17=20,8-9=-14 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8—175(F—195),9-17=-12 ' Horz:1-17=7,8-9=15 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-175(F=195),9-17=-12 Horz:1-17—15,8-9=-7 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-B=-182(F=-195),9-17=-20 Horz:1-17=25,8-9=8 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) • ' Vert:1-8=-182(F=-195),9-17=-20 Horz:1-17=-8,8-9=-25 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-8=-511(F=-495),9-17=-20 I19) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pff) Vert:1-8=625(F—592),9-17=-20 Horz:1-17=21,8-9=7 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pff) Vert:1-8=625(F=592),9-17=-20 Horz:1-17—7,8-9—21 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTeIW 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 MI iek'is always required for stability and to prevent collapse with possible personal injury end property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS(RPl1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf.MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838497 20-DD2848 C12 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:01 2021 Page 3 D:Uz?6p9Pw3CC W5KptXKXkgHzFGli-onPTlt1 j4J6VGdZ9rgg6fFC8kwG06VSurtpGVXz3Pb4 LOAD CASE(S) Standard 21) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Vert:1-8=-625(F=-592),9-17=-20 Horz:1-17=19,8-9=6 22) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-13=-625(F—592),9-17=-20 I Horz:1-17=6,8-9=-19 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-481(F=-425),9-17=-20 I I I I I I t I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MffEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. Design valid for use only with MiTekia connectors.This design is based only upon parameters shown,and is for an individual building component,notillt a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall R building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml lek'' 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 AN3l?PIf Ouatity Criteria,OSB-99 and BCal B aW,,,g Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92860 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838498 20-DD2646 C13 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:04 2021 Page 1 ' 2-8-0 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-DM5bNu3bN EU485HkWyNpHtggg7QPJv7LXr1 w5sz3Pb1 7-1-0 11-6-0 15-11-0 20-4-0 +_ 23-0-0 l 2-8-0 4-5-0 4-5-0 4-5-0 4-5-0 2-8-0 Scale=1:38.8 I ' 4x6 I I6x8 M18SHS= 4x4 I 4x5= 3 = 4x6= Sx5= 4x5= 1 2 17 3 4 5 6 18 7 e 1 i 'EMEkr----------- ---- - --------jIL--------- - ' 16 1416 13 12 11 10 9 3x5= 5x7= 4x5= 4x5= 4x4= 3x5= I 4-5-14 4]10-8 8-1-6 9-3-8 13-B-8 18-1-8 23-0-0 4-5-14 0-4-40 3-2-14 1-2-2 4-5-0 4-5-0 4-10-8 Plate Offsets(X,Y)-- [1:0-3-0,0-0-8],[2:0-2-0,0-2-8],[4:0-3-0,0-2-8],[8:0-2-4,0-2-0],[9:0-24,D-1-8],[10:0-2-0,0-1-12],[14:0-2-8,0-3-4],[16:0-2-4,0-1-8] LOADING (Ps25.0 TC SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.01 9-10 >999 240 MT20 185/148 ' TCDL 0.0 Lumber DOL 1.15 BC 0.36 Vert(TL) -0.02 9-10 >999 240 M18SHS 220/195 BCLL 8.p Rep Stress Incr NO WB 0.61 Horz(TL) 0.04 9 Na Na BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:140 lb FT=0% LUMBER- BRACING- , TOP CHORD 2x10 DF No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-D oc purlins, 6-8:2x8 DF No.2 except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 HF Std*Except* 8-0-12 oc bracing:11-12 1-16,8-9:2x6 DF No.2 7-7-15 oc bracing:9-10. ' REACTIONS. All bearings 14-10-10 except(jt=length)16=4-9-6,14=4-9-6,15=0-3-8,13=0-3-8. (Ib)- Max Horz 16=48(LC 9) Max Uplift All uplift 100 lb or less at joint(s)except 16=351(LC 30),9=359(LC 31),14=-184(LC 32),12=-115(LC 32),11=106(LC 32),10=-117(LC 32) ' Max Gray All reactions 250 lb or less at joint(s)15,13 except 16=1307(LC 2),9=1293(LC 2),14=2941(LC 2), 12=3080(LC 2),11=3104(LC 2),10=3118(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-774/90,1-2=-680/530,2-3=-672/1642,3-4=-690/1958,4-5=-689/1937, 5-7-689/1519,7-8=-601/557,8-9=-670/77 BOT CHORD 15.16=-665/1286,14-15-653/1286,13-14=-638/1107,12-13=-633/1107,11-12=-616/699, 10-11=-657/1150,9-10=-680/1341 WEBS 2-16=-1152/657,2-14=3309/822,3-14=-3107/807,3-12-3464/814,4-12=3003/801, 4-11=2979/792,5-11=-3490/845,5-10=-3017/799,7-10=-3284/812,7-9=-1274/678 INOTES- ' .��GD PR04-0 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h�Oft;Cal.II;Exp B;Enclosed;MWFRS(envelope) G tJGI NFF /,2 gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 22-9-4 zone;cantilever left and right exposed;end vertical (G IQ left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �4 I2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 Q �� 3)Provide adequate drainage to prevent water ponding. 892�OPE 4)All plates are MT20 plates unless otherwise indicated. / i 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1I 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 351 lb uplift at joint 16,359 lb uplift at joint 9,184 Ib uplift at joint 14,115 lb uplift at joint 12,106 lb uplift at joint 11 and 117 lb uplift at joint 10. Q ' 7) Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer �L „OREGON R Lkj must review loads to verify that they are correct for the intended use of this truss. /O ,q Y'4 20 ..f.` 8)This truss has been designed for a total drag load of 260 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag 1 T loads along bottom chord from 0-0-0 to 23-0-0 for 260.0 plf. IyL.bR It V� ' 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). C r7 n LOAD CASE(S) Standard RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only wish MiTekI5 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 Mllek' 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 ANS1?Pl1 Quaery Cnrerla,DSB-89 and SCSI Building Component 250 hug Circle Salary Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Weldod,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838498 20-DD2646 C13 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:04 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXHzFGli-DM5bNu3bN EU485HkWyNpHtggg7QPJv7LXr1 w5sz3Pb1 LOAD CASE(S) Standard kg 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=491(F=-425),9-16=-20 2) Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8—646(F=-592),9-16=-20 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-8=-211(F=-195),9-16=-40 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=162(F—195),8-17=-169(F=-195),9-16=-12 ' Horz:1-16=19,5-6=35,8-9=34 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=169(F=-195),8-18=-162(F=-195),9-16=-12 Horz:1-16=34,5-6—35,8-9=-19 . I6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-8=-223(F=-195),9-16=-20 Horz:1-16=22,5-6=12,8-9=-31 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-223(F=-195),9-16=-20 Horz:1-16=31,5-6=12,8-9=22 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8_163(F=195),9-16=-12 Horz:1-16=16,5-6=40,8-9=21 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-163(F=195),9-16=-12 Horz:1-16=-21,5-6=-40,8-9_16 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=182(F=-195),9-16=-20 Horz:1-16=28,5-6=-29,8-9=10 I11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-182(F=-195),9-16=-20 Horz:1-16=10,5-6=-29,8-9=-28 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 ' Unitorrn Loads(plf) Vert:1-8=-163(F=-195),9-16=-12 Horz:1-16=14,5-6=-40,8-9=20 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf)' Vert:1-8=-163(F=-195),9-16—12 Horz:1-16=-20,5-6=-40,8-9=14 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8—175(F}195),9-16=-12 Horz:1-16=7,5-6=-28,8.9=15 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=175(F=195),9-16=-12 Horz:1-16—15,53—28,B-9=-7 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-182(F=-195),9-16=-20 Hors:1-16=25,5-6=-29,8-9=8 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-182(F=-195),9-16=-20 Horz:1-16=8,5-6=-29,8-9=-25 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(pit) Vert:1-8=511(F=495),9-16=-20 19) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-625(F=-592),9-16=-20 Horz:1-16=21,5-6=-21,8-9=7 ' 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor 0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 verity the applicability of design parameters and properly incorporate this design into the overall ;building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MI lek' 250 Klug Circle is always required Mr stability and to prevent collapse with possible personal injury end property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVIP/f Quality Criteria,OBB-B9 and BCSI Building Component Safety Information available from Truss Plate Insttute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838498 20-DD2846 C13 ROOF SPECIAL 1 1 I Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:04 2021 Page 3 IID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-DM5bNu3bNEU485HkWyNpHtggg7QPJv7LXr1w5sz3Pbl LOAD CASE(S) Standard Uniform Loads(plf) Vert:1.8=-625(F-592),9-16=-20 IHorz:1-16-7,5-6=-21,8.9-21 21) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-8—625(F=592),9-16=-20 Horz:1-16=19,5-6=-21,8-9=6 I22) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8-625(F=-592),9-16=-20 Horz:1-16=-6,5-6=-21,8-9=-19 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 I Uniform Loads(plf) Vert:1-8=-481(F=-425),9-16=-20 I I I I I I I I E I I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.Sr19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,end's 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 MI MiTek' I 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 ANSUlPl1 Duallfy Criteria,DSB-89 and SCSI Building Component 250 bug Circle Safely Information available front Truss Plate Institute,2670 Crain Highway,Suite 203 Weltlod,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838499 20-DD2646 C14 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:09 2021 Page 1 ' 2-10-9 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-ZKuURc7kBm6MEsAiJWzxYU286e_7j4g7lhm3z3Pay 7.8.12 I 12-6-15 I 17-5-1 22-3-4 27-1-7 I 30-0-0 2-10-9 4-10-3 4-10-3 4-10-3 4-10-3 4-10-3 2-10-9 Scale=1:54.4 I ' 3x8 M1 BSHS 1 I5x5= 5x5= 5x5= 5x5= 6x8= 5x5= 5x5= 3x8 M18SHS II 1 219 3 4 5 6 7 820 9 17 16 15 14 13 12 11 3x5= 4x5= 4x5= 3x6= 4x5= 4x5= 4x5= 10 3x5 I 5-3-11 �-4111 10-0-3 10 13 15-0-0 I 19-10-3 I 24-8-5 30-0-05-3-11 1-1-0 3.7.8 0• -10 4-10-3 4-10-3 4-10-3 Plate Offsets(X,Y)-- [1:0-4-0,0-0-121,[9:0-4-0,0-1-12],[10:0-2-4,0-1-81,[11:0-2-8,0-1-12].[12:0-2-8,0-1-121,[15:0-2-8,0-1-12],[17:0-2-8,0-1-121,[18:0-2.4,0-1.81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.01 17-18 >999 240 MT20 185/148 ' (Roof Snow=25.0) Lumber DOL 1.15 BC 0.42 Vert(TL) -0.03 17-18 >999 240 M18SHS 220/195 TCDL 8.0 Rep Stress MarNO WB 0.78 Horz(TL) 0.06 10 n/a Na BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:186 lb FT=0% BCDL 10.0 LUMBER- BRACING- 111 TOP CHORD 2x10 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-18,9-10:2x6 DF No.2 IREACTIONS. All bearings 19-11-13 except(jt=length)18=6-8-3,17=6-8-3,16=0-3-8. (Ib)- Max Horz 18=-44(LC 35) Max Uplift All uplift 100 lb or less at joint(s)13 except 18=-351(LC 30),10=-348(LC 31),17=-126(LC 33), 15=-112(LC 32),12-110(LC 33),11=-105(LC 32) Max Gray All reactions 250 lb or less at joint(s)16 except 18=1425(LC 2),10=1424(LC 2),17=3379(LC 2), I15=3425(LC 2),15=2625(LC 1),13=3195(LC 2),12=3428(LC 2),11=3388(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-839/93,1-2=-642/570,2-3=-744/1991,3-4=-762/2382,4-5=-760/2356, 5-7=-763/2382,7-8=-746/1992,8•9=-625/572,9-10}839/95 ' BOT CHORD 17-18=-765/1539,16-17=-704/1313,15-16=-694/1313,13-15=-679/868,12-13=-679/868, 11-12=-702/1313,10-11=-755/1538 WEBS 2-18=-1344/714,2-17=-3916/899,3-17=-3666/886,3-15=-4099/893,4-15=-3605/877, 4-13=-3577/876,5-13=-3577/876,5-12=-3605/877,7-12=-4098/892,7-11=-3666/885, 8-11=3915/891,8-10=-1345/701 10 1)NOTES-:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL�.2psf;BCDL=6.0psf;h=60f;Cat.II;Exp B;Enclosed;MWFRS(envelope) c4'o `. GPNE F�`s4/ gable end zone and C-C Exterior(2)0-2-1210 3-2-12,Interior(1)3-2-12 to 29-9-4 zone;cantilever left and right exposed;end vertical F� Fig �A_ left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 <C/ I2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 g9200PE r 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed far a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13 except(jt=lb) 18=351,10=348,17=126,15=112,12=110,11=105. Q • ' 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer ,/�OREGON ,(k/ must review loads to verify that they are correct for the intended use of this truss. 9�`/O-`y.7 ,�4 2�\�r . ' 8)This truss has been designed for a total drag load of 260 pH.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag 6 TTT loads along bottom chord from 0-0-0 to 30-0-0 for 260.0 plf. MFRRI1-�' V • 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).I LOAD CASE(S) Standard RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON This AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �} building design.Bracing indicated is to prevent buckling of individual truss web andror chord members only.Additional temporary and permanent bracing Ml lek- is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing oftrusses and truss systems.see 4NS///py QUNity Criteria,DSB-89 and BCSN3m7ding Component 250 Klug Circle Safety information available horn Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838499 20-DD2646 C14 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:09 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-ZKuURc7kBm6M EsAiJWz xYU286e_7j4g7Ihm3z3Pay LOAD CASE(S) Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-9=491(F=-425),10-18=-20 2) Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-9=-646(F=-592),10-18=-20 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-9=211(F—195),10-18=-40 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-19=-162(F=-195),9-19=-169(F=-195),1D-18=-12 Horz:1-18=18,9-10=33 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-169(F=-195),9-20=-162(F=-195),10-18=-12 Horz:1-18=-33,9-10=18 I 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-223(F=-195),10-18=-20 Horz:1-18=-21,9-10=-30 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Vert:1-9=-223(F=-195),10-18=-20 Horz:1-18=30,9-10=21 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-163(F=-195),10-18=-12 Horz:1-18=16,9-10=21 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-163(F=195),10-18=-12 ' Horz:1-18=-21,9-10=-16 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9—182(F=•195),10-18=-20 Horz:1-18=28,9-10=10 I 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-182(F=-195),10-18=-20 Hors:1-18-10,9-10=-28 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-163(F=-195),10-18=-12 Horz:1-18=14,9-10=20 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ' Vert:1-9=-163(F=195),10-18=-12Horz:1-18—20,9-10=-14 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-175(F=-195),10-18=-12 Horz:1-18=7,9-10=15 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9—175(F=195),10-18=-12 Horz:1-18=-15,9-10=-7 ' 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-182(F=-195),10-18=-20 Horz:1-18=25,9-10=8 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-9—182(F=-195),10-18=-20 Horz:1-18=8,9-10=-25 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 PIt.metal=0.90 Uniform Loads(plf) • Vert:1.9=-511(F=-495),10-18=20 19) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-9=-625(F=-592),10-18=-20 Horz:1-18=21,9-10=7 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 ' • ewe.* WARNING-'Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with Wok®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 verily the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual trims web andlor chord members only.Additional temporary and pemisnem bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSf?PI1 Ouellfy Criteria,O58-89 and BCSI Building Component 250 Klug Circle Salary Information available front Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 9288D I IJob20-DD2646 Truss C14 Truss Type ROOF SPECIAL Oty 1 Ply 1 Timbertech-Dartmouth North K9838499 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR•97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:09 2021 Page 3 IID:Uz76p9Pw3CCW5KptXKXkgHzFGli-ZKuURc7kBm6MEsAiJWz xYU286e_7j4g7lhm3z3Pay LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-9—625(F=-592),10-18=-20 IHorz:1-18=-7,9-10=-21 21) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-625(F=-592),10-18=-20 Horz:1-18=19,9-10=6 I 22) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=625(F=-592),10-18=-20 Horz:1-18=-6,9-10=-19 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 I Uniform Loads(plf) Vert:1-9=-481(F=-425),10-18—20 I I I I I I 1 I I A WARNING-Verify design peramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only wdh 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 M1iTek' 250MR Klug Circle 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 AN5Y7PIf fguality Criteria,DSB-89 and BCS18orr1ding ComponentSafety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type City Ply Timbertech-Dartmouth North K9838500 20-DD2646 C15 ROOF SPECIAL 1 1 Job Reference(optional) _ Precision Truss 8 Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:50:11 2021 Page 1 ' 2-11-4 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-Wi0Fs18�jNM4TAK4Rx?15-9-8 n9SOLN8REogyz3Paw I 7-10-12 12-10-4 15-9-8 2-11-4 4-11-8 I 4-11-8 2-11-4 Scale=1:28.4 I 3x8 M18SHS I I 4x6= 5x6= 4x6= 3x8 MI8SHS I I 1 2 3 4 5 q 1 ' 10 3x5= 9 8 7 6 4x6= 4x6= 3x5= I 3-9-6 I 5-5-0 10-4-8 15-9-8 3-9-6 1-7-10 4-11-8 5-5-0 Plate Offsets(X,Y)-- [1:0-4-0,0-0-8],[2:0-2-4,0-2-8],[4:0-2-4,0-2-8],[5:0-4-0,0-2-0],[6:0-2-4,0-1-8],[10:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.01 7-8 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(TL) -0.02 6-7 >999 240 M18SHS 220/195 TCDLBCLL 8.00.0 Rep Stress!nor NO WB 0.84 Horz(TL) 0.04 6 rJa n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:99 lb FT=0% LUMBER- BRACING- ' TOP CHORD 2x10 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-10,5-6:2x6 DF No.2 IREACTIONS. All bearings 12-0-2 except(jt=length)10=0-5-6,9=0-3-8. (lb)- Max Horz 10=-44(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 10=-363(LC 30),6=-351(LC 31),8=-133(LC 32),7=119(LC 32) Max Gray All reactions 250 lb or less at joint(s)9 except 10=1422(LC 2),6=1434(LC 2),8=3619(LC 2),7=3676(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-841/95,1-2=-631/591,2-3=-764/2096,3-4=-767/2092,4-5—639/585, 5-6=-843/98 ' BOT CHORD 9-10—693/1559,8-9=-733/1559,7-8=-736/1782,6-7=-772/1571 WEBS 2-10=-1391/719,2-8=-4043/922,3-8=-4289/920,3-7=-4285/923,4-7=-4051/912, 4-6=-1375/716 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.Opst;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) able end zone and C-C Exterior(2)0-2-12 to 2-11-4, 1)2-11-4 15-6-12 zone; ntilever eft right exposed;end vvertical left and right exp sed;C C for members and forces 8(MWFRS foor reactions shown;Lumber)DOL=1.60 plate grip DOL=1.60 c'ty�ta GI PR • cc•V 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 , GN E9 `jL 3) Provide adequate drainage to prevent water ponding. I4)All plates are MT20 plates unless otherwise indicated. Q 82�UPE: 9` 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Y 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 363 lb uplift at joint 10,351 lb uplift at /� joint 6,133 lb uplift at joint 8 and 119 lb uplift at joint 7. 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer - must review loads to verify that they are correct for the intended use of this truss. O OREGONW�8)This truss has been designed for a total drag load o1260 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 15-9-8 for 260.0 plf. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 'Q y t a 2o��P ' LOAD CASE(S) Standard MFRRII-L V 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) RENEWAL DATE:12-31-2021 Vert:1-5=-491(F=-425),6-10=20 June 23,2021 • A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19/2020 BEFORE USE. I Design valid for use only with MiTeidd connectors.This design is based only upon parameters shown,and is for an Individual!wilding 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 ML; Lek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systerrs,see ANSI?P10 ortity Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2b'70 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838500 20-DD2646 C15 ROOF SPECIAL 1 1 ',Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:11 2021 Page 2 ' ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-Wi0FsI8JNM4TAK4Rx?S3Mdgtyn9SOLN8REogyz3Paw LOAD CASE(S) Standard 2)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1.5=-646(F=-592),6-10=-20 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-211(F=-195),6-10=-40 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2_160(F=-195),2-5=-168(F=195),6-10=-12 Horz:1-10=21,5-6=36 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-168(F_195),4-5=-160(F=-195),6-10=-12 Horz:1-1D=-36,5-6—21 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-223(F=-195),6-10=-20 Horz:1-10}24,5-6=-33 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-223(F=-195),6-10=-20 Horz:1-10=33,5-6=24 I8) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-163(F=-195),6-10=-12 Horz:1-10=16,5-6=21 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.5=-163(F=195),6-10—12 Horz:1-10=-21,5-6=-16 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-182(F=-195),6-10=-20 Horz:1-10=28,5-6=10 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-182(F=-195),6-10=-20 Horz:1-10=10,5-6=-28 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-163(F=-195),6-10=-12 Horz:1-10=14,5-6=20 I13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-163(F=-195),6-10=-12 Horz:1-10=-20,5-6=-14 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Vert:1-5—175(F=-195),6-10=-12 Horz:1-10=7,5-6=15 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ' Vert:1-5}175(F=-195),6-10=12 Horz:1-10=-15,56=-7 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=182(F=-195),6-10=-20 ' Horz:1-10=25,5-6=8 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-182(F=-195),6-10=-20 Horz:1-10=-8,5-6=25 I 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-5=-511(F=-495),6-10=-20 19) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Lek):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1.5=-625(F=-592),6-10=-20 Horz:1-10=21,5-6=7 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=625(F=-592),6-10=-20 ' Harz:1-10=-7,5-6=-21 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 verily 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 Mel(Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BM Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MU 20801 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838500 20-DD2646 C15 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:11 2021 Page 3 D:Uz?6p9Pw3CCW5KptXKXkgHzFGli-WiOFsl8jNM4TAK4Rx?S3Mdgtyn9SOLN8REogyz3Paw LOAD CASE(S) Standard 21) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) IVert:1-5=-625(F=592),6-10=-20 Horz:1-10=19,5-6=6 22) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-5=-625(F=592),6-10=-20 I Horz:1-10=-6,5-6=-19 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=481(F—425),6-10=-20 I I I I I I I I D WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEnindivid rev. 0o BEFORE USE. I Design valid for use only with MiTeldi 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 IIII building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MRele I is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,Ion,storage,delivery,erection and bracing of trusses and truss systems,see Art,MD 21 f]ualify Criteria,DS&e9 and BC518pllding Component 250 Klug Circle Safely Information available from Tmss Plate Institute,28]0 Crain Highway,Suite 203 Waldod,MD 2o601 Corona,CA 92830 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838501 20-DD2646 C16 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MITek Industries,Inc. Wed Jun 23 11:50:14 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXK26-6-3 Gli-wHhNUJ8s011-3-1 6329h_FM34-1-0ipgPSSRGz3Pat 2-9-15 I 7-6-13 12-0-10 17-0-8 ' 21-9-6 28-8-3 31-3-1 34-1-0 2-9-15 4-8-14 4-8-14 4-8-14 4-8-14 4-8-14 4-8-14 2-9-15 Scale=1:61.8 I ' 3x8 M18SHS 0 4x5= 5x5= 5x5= 5x5= 6x8= 5x5= 5x5= 4x5= 3x8 M18SHS II 1 2 23 3 4 5 6 7 8 24 9 10 ligi 3x5= 21 20 19 18 17 16 15 14 13 22 123x51= I 4x5= 4x5= 4x5=3x6= 4x5= 4x5= 4x5= I 5-2-6 0-1-12 9-9-4 9-11-3 14-8-1 19-4-15 19,7-3 24-1-13 28-10-10 29-5r3 33-0-11 34-1-0 5-2-6 11- 3-7-8 0- -15 4.8.14 4-8-14 0- -5 4-6-9 4-8-14 -6.99 3-7-8 1-0.5 I Plate Offsets(X,Y)-- [1:0-4-0,0-1-0],[2:0-1-12,0-2-8],(9:0-1-12,0-2-8],[10:0-4-0,0-1-8],[11:0-2-4,0-1-8],[15:0-2-8,0-1-12],[19:0-2-8,0-1-12],[22:0-2.4,0.1.8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.01 21-22 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.45 220/195 ' TCDL 8.0 Rep Stress her NO WB 0.73 Vert(TL) -0.02 21-22 >999 240 M18SHS Horz(TL) 0.06 11 Na n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:211 lb FT=0% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x10 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std°Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-22,10-11:2x6 DF No.2 IREACTIONS. All bearings 19-7-15 except(jt=length)22=6-5-4,11=1-3-13,21=6-5-4,20=0-3-8,13=0-3-8,12=0-3-8. (Ib)- Max Hors 22=44(LC 32) Max Uplift All uplift 100 lb or less at joint(s)18,16,13,12 except 22=-351(LC 30),11=-435(LC 31),21=124(LC 33),19=-109(LC 32),15�107(LC 33),14=-112(LC 32) Max Gray All reactions 250 lb or less at joints)20,13,12 except 22=1396(LC 2),11=1256(LC 2),21=3302(LC I2),19=3351(LC 2),19=2569(LC 1),18=3139(LC 2),16=3136(LC 2),15=3354(LC 2),14=3291(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-822/92,1-2=-628/559,2-3-725/1900,3-4=-743/2276,4-5=-741/2254, 5-7=-741/2254,7-8=742/2277,B-9=-730/1916,9-10=525/543,10-11=-812/101 ' BOT CHORD 21-22=-748/1473,20-21=-687/1255,19-20=-678/1255,18-19_663/833,16-18=-663/852, 15-16=-663/833,14-15=-692/1245,13-14=-682/1426,12-13=578/1426,11-12=-767/1426 WEBS 2-22=-1292/701,2-21=-3757/878,3-21=-3515/866,3-19=-3934/873,4-19=-3464/857, 4-18=-3440/856,5-18=-3461/856,5-16-3461/856,7-16=-3439/856,7-15=-3465/856, 8-15=-3923/869,8-14=-3521/861,9-14=-3723/865,9-11-1358/646 NOTES-I )W nd ASCE 7-10;Vult=120mph Vasd=95mph;TCDL�.2psf;BCDL=6.Opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) #tNr �gable end zone and C-C Exterior(2)0-2-12to 3-7-10,Interior(1)3-7-10 to 33-10-4 zone;cantilever left and right exposed;endvertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.602)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00I 00PE 3) llProvide adequater MTOd platesl o prevent waer ponding.icted j 4)All plates are MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18,16,13,12 except(jt=lb)22=351,11=435,21=124,19=109,15=107,14=112. Q IQ' 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer A_OREGON must review loads to verify that they are correct for the intended use of this truss. Q'9q 1 Z�'`ea 8)This truss has been designed for a total drag load of 260 plf.Lumber DO�(1.60)Plate grip DOL=(1.60) Connect truss to resist drag ll" • loads along bottom chord from 0-0-0 to 34-1-0 for 260.0 plf. MFR RILA- ��I 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). el LOAD CASE(S) Standard RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. M Design valid for use only with MrTek®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 end truss systems,see ANS/?P/r Quality Criteria,DSB•99 and SCSI Building Component 250 Krug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type City Ply Timbertech-Dartmouth North K9838501 20-DD2646 C16 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:5D:15 2021 Page 2 ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-OTFIhfCVnctWyndsgm4PDCoX429aOsyy33COzjz3Pas LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-10=-491(F=-425),11-22=-20 2)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-10=-646(F=592),11-22=-20 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-10=-211(F—195),11-22=-40 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-23=-162(F=-195),10-23=-169(F=195),11-22=-12 Horz:1-22=17,10-11=32 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-24=-169(F=-195),10-24=-162(F=-195),11-22=-12 Horz:1-22=-32,10-11=17 I 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.10=-223(F=-195),11-22=-20 Horz:1-22=-21,10-11=-29 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-223(F=195),11-22=-20 Horz:1-22=29,10-11=21 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pO) Vert:1-10=-163(F=-195),11-22=-12Horz:1-22=16,10-11=21 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-10=-163(F=-195),11-22=-12 ' Horz:1-22=-21,10-11=-16 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10_182(F—195),11-22=-20 Horz:1-22=28,10-11=10 I 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-182(F=-195),11-22=-20 Horz:1-22=-10,10-11=-28 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Vert:1-10=-163(F=-195),11-22=-12 Horz:1-22=14,10-11=20 13) Dead+0.6 MWFRS Wind(Pas.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Vert:1-10=-163(F=-195),11-22=-12 Horz:1-22=20,10-11=14 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-175(F=-195),11-22=-12 ' Horz:1-22=7,10-11=15 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-175(F=-195),11-22=-12 Horz:1-22=-15,10-11=-7 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10—182(F—195),11-22=-20 Horz:1-22=25,10-11=8 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10—182(F=-195),11-22=-20 Horz:1-22=-B,10-11=-25 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) ' Vert:1-10=-511(F=495),11-22=-20 19) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-625(F=592),11-22=-20 Horz:1-22=21,10-11=7 ' 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 , „ r A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTekrb connectors.This design is based only upon parameters shown,and is Inc an individual building component,not a lass 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 andbr chord members only.Additional temporary and permanent bracing Mi lr� ek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSYTPN Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92680 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838501 20-DD2646 C16 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:15 2021 Page 3 IID:Uz?8p9Pw3CCW5KptXKXkgHzFGli-OTFIhfCVnctWyndsgm4PDCoX4Z9aOsyy33COzjz3Pas LOAD CASE(S) Standard Uniform Loads(plf) Veit:1-10=-625(F=-592),11-22=-20 I Horz:1-22—7,10-11=-21 21) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veit:1-10=-625(F=-592),11-22=-20 Horz:1-22=19,10-11=6 I 22) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-625(F=-592),11-22=-20 Horz:1-22=-6,10-11=-19 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 I Uniform Loads(plf) Vert:1-10=-481(F=-425),11-22=-20 I I I I I I I I I I I A WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with Miele 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 ircorporale 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 Wek'is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSETPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838502 20-DD2646 C17 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:18 2021 Page 1 ID:Uz21-9-6 3CCW5KptXKX26-6-3 li-p2xuKhEN4X31-3-I Lyd6rg0234-1.0 iP11Oga2z3Pap 2-9-15 7-6.13 12-3-10 17-0-8 21-9-8 26-6-3 31-3-1 341.0 2-9-15 4-8-14 4-8-14 4-8-14 4.8-14 4-8-14 4-8-14 2-9-15 Scale=1:61.8 I 3x8 M18SH5 II4x5= 5x5= 5x5= 5x5= 6x8= 5x5= 5x5= 4x5= 3x8 M18SHS I I 1 2 23 3 4 5 6 7 8 I' ` '24 9 10 _11, f :*. 3x5- 21 20 19 18 17 16 15 14 13 12 11 22 I 4x5= 4x5= 4x5=3x6= 4x5= 4x5= 4x5= 3x5= I 5.2.6 9-11-3 14-8-1 14-104 18-9-4 19-4-15 24-0-10 241-13 28-10-10 20.7-8 33-3-0 34-1 0 5-2-6 4-8-14 4-8-14 0-2-3 3-11-0 0-7-11 4-7-11 0-1-3 4-8-14 0- d-10-b I Plate Offsets(X,Y)-- [1:0-4-0,0-1-0],[2:0-1-12,0-2-8],[9:0-1-12,0-2-8],[10:0-4-0,0.1.8],[11:0-2-4,0-1-81,[15:0-2-8,0-1-12],[20:0-2-8,0-1-12],[22:08--2-4,0-1-B]14 3.7.8 LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 ! TC 0.73 Vert(LL) -0.01 21-22 >999 240 MT20 185/148 I TCDL 8.0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.02 21-22 >999 240 M18SHS 220/195 BCLL 0.0 Rep Stress InaNO WB 0.73 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:211 lb FT=0% LUMBER- BRACING- , TOP CHORD 2x10 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-22,10-11:2x6 DF No.2 ' REACTIONS. All bearings 15-1-12 except(jt=length)11=1-1-8,16=11-1-12,15=11-1-12,14=11-1-12,17=0-3-8,13=0-3-8, 12=0-3-8. (Ib)- Max Horz 22=44(LC 33) Max Uplift All uplift 100 lb or less at joint(s)19,12 except 22=351(LC 30),11=-468(LC 31),21=-107(LC 33), 20=-107(LC 32),16=108(LC 30),15=-106(LC 33),14=-114(LC 32) ' Max Gray All reactions 250 lb or less at joint(s)17,13,12 except 22=1395(LC 2),11=1206(LC 2),21=3311(LC 2),20=3354(LC 2),19=3134(LC 2),19=2404(LC 1),16=3113(LC 2),15=3356(LC 2),14=3274(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-822/92,1-2-626/563,2-3=-724/1899,3-4=-743/2275,4-5=-741/2254, ' 5-7=-741/2254,7-8-742/2277,8-9=-731/1917,9-10-515/533,10-11=-811/102 BOT CHORD 21-22=-748 -6/1472,20-21=-687/1255,19-2063/833,17-19=-663/852,16-17-663/852, 15-16=-663/833,14-15=-693/1243,13-14=-677/1419,12-13=576/1419,11.12=-771/1419 WEBS 2-22=1293f700,2-21=-3756/880,3-21=-3514/866,3-20=3933/873,4-20=-3463/857, 4-19=-3439/856,5-19=-3460/856,5-16=-3461/856,7-16=-3439/856,7-15=-3464/856, 8.15=3922/868,8-14=3521/861,9-14=3718/862,9-11=-1366/641 ��tp PROFFs NOTES- �� �tAG(NEF- cr/1 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2ps1;BCDL=6,0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) • gable end zone and C-C Exterior(2)0-2-12 to 3-7-10,Interior(1)3-7-10 to 33-10-4 zone;cantilever left and right exposed;end -7:.. vertical left and right exposed;C-C tar members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;C1=1.00 89200PE 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. • 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)19,12 except (jt=Ib)22=351,11=468,21=107,20=107,16=108,15=106,14=114. OREGON rek �� 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23 has/have been modified.Building designer G/0�,Q y.�4 ,Lp,� must review loads to verify that they are correct for the intended use of this truss. AI �Q. 8)This truss has been designed for a total drag load of 260 plf.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag MFR p 10'loads along bottom chord from 0-0-0 to 34-1-0 for 260.0 pit. n 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). RENEWAL DATE:12-31-2021 LOAD CASE(S) Standard June 23,2021 A WARNING-Veriy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 witty 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 Mel(' 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 ANSUTPIr Quality Criteria,OHH�9 and SCSI Building Component 250 Klug Circle Safely information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20501 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838502 20-D02646 C17 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:19 2021 Page 2 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-HFVGX1 F7rrNyROxdvc8LO2yD3AW6JgxYzhAD6Uz3Pao LOAD CASE(S) Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-10=-491(F=-425),11-22=-20 2) Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-10=-646(F=-592),11-22=-20 3) Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-10=-211(F=-195),11-22=40 4) Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-23=-162(F=195),10-23=-169(F=-195),11-22=-12 Horz:1-22=17,10-11=32 5) Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert 1.24=-169(F=-195),10.24=-162(F=-195),11-22=-12 Horz:1-22=-32,10-11=-17 I 6) Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-223(F=-195),11-22=-20 Horz:l-22=-21,10-11=-29 7) Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-223(F=-195),11-22=-20 Horz:1-22=29,10-11=21 8) Dead+0.6 MWFRS Wind(Pos.Internal)Lest:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-163(F=-195),11-22=-12 Horz:1-22=16,10-11=21 9) Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10—163(F=-195),11-22=-12 Horz:1-22=21,10-11=16 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-182(F—195),11-22=-20 Horz:1-22=28,10.11=10 I11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-182(F=195),11-22=-20 Horz:1-22—10,10-11=28 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Vert:1-10=-163(F=-195),11-22=-12 Horz:1-22=14,10-11=20 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ' Vert:1-10=163(F=195),11-22=-12Horz:1-22=-20,10-11=-14 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10_175(F—195),11-22=-12 ' Horz:1-22=7,10-11=15 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10—175(F—195),11-22=-12 Horz:1-22=-15,10-11=-7 ' 18) Dead+0.8 MWFRS Wind(Neg.Internal)1st Parallel;Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-182(F=-195),11-22=-20 Horz:1-22=25,10-1.1=8 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-182(F=-195),11-22=-20 Horz:1.22=-B,10-11=-25 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-10=-511(F=-495),11-22=-20 19) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-625(F=-592),11-22=-20 Horz:1-22=21,10-11=7 20) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 y A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev-5/19/2020 BEFORE USE Design valid for use only with MiTeldi connectors.This design is based only icon parameters shown,and is for an inddual thisMapplicability design into the overall building design. Bracing indicated is to prevent buckling of individual trues web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with spossble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSp1P11 Qualify Criteria,OBB-89 end BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MU 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838502 20-D02646 C17 ROOF SPECIAL 1 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MTek Industries,Inc. Wed Jun 23 11:50:19 2021 Page 3 IID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-HFVGX1 F7rrNyROxdvc8LO2yD3AW6JgxYzhAD6Uz3Pao LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-10=-625(F=-592),11-22=20 IHorz:1-22=-7,10-11=21 21) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-625(F=-592),11-22=-20 Horz:1-22=19,10-11=6 I22) Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10—625(F—592),11-22—20 Horz:1-22=-6,10-11=-19 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 I Uniform Loads(plf) Vert:1-10_481(F=-425),11-22—20 I I I I I I I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with M7ek e 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 7� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mllek' 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 AN SYrP/1 Ounliry Criteria,DSB-8e and SCSI Building Component 25010ug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldod,MD 20e01 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838503 20-DD2648 JA01 Roof Special 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:23 2021 Page 1 ' ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-90knNOIWu3tNv0EO8SDHYu77enzHFeX8uJ8RFFz3Pak 40-0 4-0-0 Scale=1:22.3 I 5 2x3 11 WI= 2 ' r 0 4x4 , ru iT M.vii • i Ifie •laA 4 3 2x3 I I 3x4= 40-0 4-0-0Plate Offsets(X,Y)-- [1:0-5-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP • TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(TL) -0.01 3-4 >999 180 TCDL 8.0 Rep Stress Inc/ YES WB 0.05 Horz(TL) -0.00 3 n/a n/a • BCLL 0.0 Code IBC20121TP12007 Matrix-R Weight:25 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, SOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 DF No.2 I REACTIONS. (size) 3=Mechanical,6=0-5-8 Max Horz 6=-152(LC 8) Max Uplift 3=-85(LC 9),6=-103(LC 8) Max Gray 3=140(LC 1),6=140(LC 1) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever lett and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. I6)Bearing at joint(s)6 considers parallel to grain value using ANSI/1'PI 1 angle to grain formula. Building designer should verify t �p PRO n capacity of bearing surface. F 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) �C,� �NGI N F sip 6=103. -) 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. V.I 9 89200PE-• < • 0 .� "'J ' I72. �OREGON , i0 41y142OPL MFARIt.v?3 RENEWAL DATE:12-31-2021 June 23,2021 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with M7ekiS connectors.This design is based only upon parameters shown,and is for an individual building component,not truss Ins system.Before use,the building designer must verity the applicability of design parameters end properly incorporate this design into the overall r� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing J ff IC always required tor 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 AN54(P/7 Oualiy Criteria,DSBda and BCSI Bonding Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 2060t Corona,CA 92880 • Job Truss Truss Type City Ply Timbertech-Dartmouth North K9838504 20-D02646 JA02 Roof Special 4 1 _. Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:26 2021 Page 1 I I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-abOw?QKOB_FymTzzpam_AWIU177zS7GaaGM5saz3Pah 4-0-0 4-0-0 Scale=1:22.3 I 5 . 2x3 1: 3x8= 2 1 El= el I n in 4x4 " ,ry ru � cs I 6 wry 11111111 •4 I 4 3 2x3 I 3x4= I 4-0-0 4-0-0 I Plate Offsets(X,Y)— [1:0.5.4,0.1.8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(TL) -0.01 3-4 >999 180 TCDL 8.0 Rep Stress!nu YES WB 0.05 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:25 lb FT=0% LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 DF No.2 IREACTIONS. (size) 3=Mechanical,6=0-5-8 Max Horz 6=-153(LC 8) Max Uplift 3=-86(LC 9),6=-104(LC 8) Max Gray 3=140(LC 1),6=140(LC 1) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TN 1 angle to grain formula. Building designer should verify C��D PRO capacity of bearing surface. 4 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) v\G I NitF9 S)O 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q�G 2-7` I 89200PE I 17 4 ,OREGON L� <0 q y'14 2p‘ Q.`^ I MFRRIU-0 RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design a 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 end 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 Ml iek'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 ANSU7P/1 OuaNty Criteria,DSBd9 and SCSI Building Component 250 Ktug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MO 20601 Corona,CA 92880 I Job Truss Truss Type City Ply Timbertech-Dartmouth North K9838505 20-DD2646 JA03 Roof Special 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:27 2021 Page 1 ' ID:Uz16p9Pw3CCW5KptXKXkgHzFGli-2n_ICmLOyINpOdY9NIHDikHfMPKBBSVjpw6ePOz3Pag 4-0-0 4-0-0 Scale=1:22.3 1 5 2x3 II 3xB— ' 2 _ c �I a, 4x4 �N OMN I 6 PR aill MN Al ' 4 3 2x3 3x4= ' I 4-0-0 Plate Offsets X,Y-- 4-0-0 LOADING (psf) 0 SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 ' TCDL 0.0 Lumber DOL 1.15 BC 0.07 Vert(TL) -0.01 3-4 >999 ISO BCLL .0 Rep Stress Ina YES WB 0.05 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:25 lb FT=0% - LUMBER- BRACING- TOP CHORD 2x4 DF No.2I TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 DF No.2 REACTIONS. (size) 3=Mechanical,6=0-5-8 Max Horz 6=-154(LC B) Max Uplift 3=-86(LC 9),6=-104(LC 8) Max Gray 3=140(LC 1),6=140(LC 1) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-110/250 NOTES- 1)Wind:ASCE 7-10;Vult=l2omph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60tt;Cat.II;Exp B;Enclosed;MWFRS(envelope) ' gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water pending. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. I 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ti� o PR DPE5 ' 1 capacity of bearing surface. c - ' ., N4. 0/0 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=1b) ,T 4- 6=104. -9 I8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 89200PE ' yL ii.OREGON b, ,,2 /O gy14, 26\ P4 RENEWAL DATE: 12-31-2021 June 23,2021 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. '' l�Design valid for use only with MiTe connectors.This design is based only upon parameters shown,awl 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 less web and/or chord members only.Additional temporary and permanent bracingI. 1411 MiTek's 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 baring of trusses and truss system,see ANSUTP/1 OuaNty Criteria,OSBd9 end BCSI Bui/d7ng Component 250 Klug Circle Safely Information available trots Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 206m Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9B38506 20-DD2646 JA04 Roof Special 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:29 2021 Page 1 ' ID:Uz?6p9Pw3CCW5Kp1XKXkgHzFGli-_A52dRMHUvdXdxiYUjKho9N7jC0dfM?OHEbITvz3Pae 400 4-0-0 Scale=1:22.3 5 2x3 I I ' 3x8= 2 1 ■M l. 1r. ri 4x4= ii B ladiE ad I 4 3 2x3 3x4= 4-0-0 I 4-0-0 Plate Offsets(X,Y)— [1:0-5-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 (Roof Snow--25.0)I TCDL Lumber DOL 1.15 BC 0.08 Vert(TL) -0.01 3-4 >999 180 8.0 Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 3 n/a n/a BOLL 0.0 Code IBC2012/fP12007 Matrix-R Weight:25 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 DF No.2 ' REACTIONS. (size) 3=Mechanical,6=0-5-8 Max Horz 6=-155(LC 8) Max Uplift 3=-87(LC 9),6=-105(LC 8) Max Gray 3=140(LC 1),6=140(LC 1) ' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-116/252 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp 8;Enclosed;MWFRS(envelope) ' gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical lett and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;P1=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 5)Refer to girder(s)for truss to truss connections. G 6)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify `�`0 PPOFFS capacity of bearing surface. ���� �,,G)N .t:R SRO 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=1b) /L 6=105. -9 ` 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • 89200PE .. /� - Gcr 4/OREGON Alt, <O 4 '14_2(11P 13 I MFRRILL RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITett®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 aodror chord members only.Additional temporary and permanent bracing mil MiTek' is always required for stability and to prevent collapse with possale personal injury and property damage. For general guidance regarding the �Y� R fabrication,storage,delivery,erection and bracing of trusses end truss systems.see AMSYrp/1 Duality Criteria,OSe-89 and SCSI Building Component 250 Kluq Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 I Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838507 20-DD2846 JA05 Roof Special 4 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:31 2021 Page 1 ID:Uz76p9Pw3CC W 5KptXKX4 HzFGIi-wYDp270XOXuFtEswc7M9taSL20i47GUJkY4sYnz3Pac 4-0-0 4-0-0 Scale=1:22.3 1 5 2x3 II ' 3x8 2 M� r I IIIIII 4x4= 1tij- <p NN of 1 iim=iiiiiiii% I 4 3 2x3 II 3x4= 4-0-0 IPlate Offsets(X,Y)-- 4-0-0 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 Snow=25.00.0 I TCDL Lumber DOL 1.15 BC 0.08 Vert(TL) -0.01 3-4 >999 180 BCLL .0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:24 lb FT=0% LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 DF No.2 IREACTIONS. (size) 3=Mechanical,6=0-5-B Max Horz 6=-155(LC 8) Max Uplift 3=-87(LC 9),6=-105(LC 8) Max Gray 3=140(LC 1),6=140(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-121/254 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) ' gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ...... —_ 1 5) Refer to girder(s)for truss to truss connections. coPR 6)Bearing at joint(s)6 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify r`t( �� r n O��ss capacity of bearing surface. ��G ,AAGINEk. /O 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 9 y 6=105. "Si 8)Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 89200PE -74. 4fOREGON e� �Q /O 9y14 2 \ P ' MARIO-0 RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2000 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 I�building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI Iek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPN Quality Crite ia,OSBA9 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.2670 Cain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838508 20-DD2646 JA06 Roof Special 4 1 Job Reference loptional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:32 2021 Page 1 I I ID:Uz?6p9Pw3CCW5KplXKXkgHzFGli-OInBGTP9ng06VOQ79rtoPn?WcO2HsjjTzCpp4Ez3Pab 4-0-0 4-0-0 Scale=1:22.3 5 ' 3x8= 2z3 II 2 1= r 1. n 4z4 11 ,-Lb'N N 6 111161111111111S, • I 4 3 2x3 I I 3z4= 4-0-0 I 4-0-0 Plate Offsets(X,Y)-- [1:0-5-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(LL) -0.01 3-4 >999 180 I TCDLBCLL 8.00.0 Rep Stress Ina YES WB 0.06 Horz(TL) -0.00 3 Na Na BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:24 lb FT=0% LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purtins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 DF No.2 I REACTIONS. (size) 3=Mechanical,6=0.5-B Max Horz 6=-156(LC 8) Max Uplift 3=-87(LC 9),6=-106(LC 8) Max Gray 3=140(LC 1),6=140(LC 20) IFORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-126/256 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h�Oft;Cat.II;Exp B;Enclosed;MWFRS(envelope) Igable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I5)Refer to girder(s)for truss to truss connections. AC�1 eD c 6)Bearing at joint(s)6 considers parallel to grain value using ANSI(TPI 1 angle to grain formula. Building designer should verify t j� r R O��`SS capacity of bearing surface. ���4'NGrN��4i /ey 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 6=106. I8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 89200PE 9f I \4OEGc / ' iFiR1L‘- 0 RENEWAL DATE: 12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. ��- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse whh possible personal injury and property damage. For general guidance regarding the fabrication,Garage,delivery,erection end bracing of trusses end truss systems,see ANSUTP!1 Quality Criteria,ASB-99 and SCSI Building Component 250 Hug Circle Safety Information available front Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type •Qty Ply Timbertech-Dartmouth North K9838509 20-DD2646 JA07 Roof Special 4 1 I Job Reference(optional)_ Precision Truss 8 Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:33 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-txLZTpPnY88y6Y?JjYOdy?XhApNVbAycCsZzcgz3Paa 4-0-0 4-0-0 Scale=1:22.3 I 5 I 3x8= — 2x3 II 2 MI ' a 4x4= Il r {N ' N 6 14 NI En i I 4 3 2x3 11 3x4= 4.0.0 4-0-0 Plate Offsets(X,Y)-- (1:0.5-4,0.1-8] _. ____ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.01 3-4 >999 240 ' TCDLBCLL 8.00.0 Rep Stress Ina YES WB 0.06 Horz(TL) -0.00 3 n/a Na BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:24 lb FT=O% LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 DF No.2 I REACTIONS. (size) 3=Mechanical,6=0-5-8 Max Harz 6=-157(LC 8) Max Uplift 3=-88(LC 9),6=-106(LC 8) Max Gray 3=140(LC 1),6=140(LC 20) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-130/257 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) Igable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s)for truss to truss connections.I G bb [- 6)Bearing at joint(s)6 considers parallel to grain value using ANSIJTPI 1 angle to grain formula. Building designer should verity �(G�L� Pn OI c5' capacity of bearing surface. ��\� LNG I N E. cS/p 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 4' 6=106. -y 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q 892OOPE I6 4eOREGON e� �Q /O 4)'14 20\ P ' 41ERRiL1.0 RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE 73 rev.509/2020 BEFORE USE. Design valid for use only w,h MiTeldi connectors.This design is based only upon parameters shown,and is for ann individual building component not • a truss system.Before use,the building designer must verity the applicability of design parameters and pmpedy incorporate this design Into the overall i I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing l IT k' I is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IY� V R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?p/1 OuaNty Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safely Information available horn Truss Plate Institute,2570 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Oty Ply Timbenech-Dartmouth North 20-D02848 JA08 Roof Special 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC..CLACKAMAS,OR.97015,Mitek 8.430 s Mar 22 2021 MRek Industries,Inc.Wed Jun 23 13:12:23 2021 Page 1 I D:Uz?6p9Pw3CCW5Kp1XKXkgHzFGli-gdXsj8vl cGJUpKt9Ovu_HF5BgRWf?8v5ux3mfmz3MdM 4-0-0 4-0-0 Scale=1:22.3 I 5 I 3x8= 2x3 I I 2 811111111111111111111111 I d 4x6= . n -.m 6 ^N IN WIIIIIIIIHIHS111 I. _1 4 3 1 I 2x3 II 3x4= 4-0-0 4-0-0 IPlate Offsets(X,Y)-- [1:0.5-4,0•1.8] 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 0.45 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.01 3-4 >999 240 ' TCDL 8.0 Rep Stress'nor YES WB 0.06 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:24 lb FT=0% LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS OTHERS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. 2x6 DF No.2 I REACTIONS. (lb/size) 3=140/Mechanical,6=140/0-5-8 (min.0-1-8) Max Horz 6=158(LC 8) Max Uplift 3=-88(LC 9),6=-106(LC 8) Max Gray 3=140(LC 1),6=140(LC 20) IFORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-134/259 NOTES- ' 1)Wind:ASCE 7-10;VuR=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h�0ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. I4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. n 5)Refer to girder(s)for truss to truss connections. G Pfl 6)Bearing at joint(s)6 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify �`�NG N s�O capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 3 and 106 lb uplift atI �/ joint 6. 4. 9` 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 89200PE LOAD CASE(S) Standard �'•r -a / . Oj . I 6 41OREGON tk L'Q /O �9Y14201 P II RENEWAL 0 RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the te fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS1?Pl1 Quality Criteria,DSB-89 and SCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North 20-DD2646 JA09 Roof Special 4 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015,Mdek 8.430 s Mar 222021 MiTek Industries,Inc.Wed Jun 23 13:11:04 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-eQF?87yTC_MigBLzupzTabKhYbYB_PLTj8Q5Nrz3Meb ' 4-0-0 4-0-0 Scale=1:22.3 5 I 3x8= 2x3 II 2 J. E�� I 1 1-. 4x6= . n tV niMil 6 i.11111 pi Y 4 3 1 2x3 3x4= 4-0-0I I 4-0-0 IPlate Offsets(X,Y)-- [1:0-5-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell IJd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(LL) -0.01 3-4 >999 240 tTCDL 8.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 3 n/a n/a BOLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:23 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 DF No.2 IREACTIONS. (lb/size) 3=140/Mechanical,6=140/0-5-8 (min.0-1-8) Max Horz 6=159(LC 9) Max Uplift 3=-88(LC 9),6=-107(LC 8) Max Gray 3=140(LC 1),6=141(LC 20) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-138/260 NOTES- ' 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h�Oft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. n 5)Refer to girder(s)for truss to truss connections. !t ccp r RQ r 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify <`�G 74-Z• capacity of bearing surface. �co, f�G�NE'�n /O* 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 3 and 107 lb uplift at v ,7 1 joint 6. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q 89200PE r LOAD CASE(S) Standard .�/�f- 1 y4. OREGON �4� iO _ Y 14 2pNtiP` ' 41E'RR1L\-0 RENEWAL DATE:12-31-2021 • June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r-�building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml lek' 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 ANBI?PIf Quality Criteria,DSB-89 and BLBI Building Component 250 Kluq Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 'Job Truss Truss Type Dry Ply Timbertech-Dartmouth North 20-DD2646 JA10 Roof Special 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar22 2021 MiTek Industries,Inc.Wed Jun 23 13:10:27 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkcjHzFGli-DJW?NUVGwdhyuVOsDXpnaolMegwTpgB0Duzdauz3MfA' 4-0-0 4-0-0 Scale=1:22.3 I 5 ' 3x8= 2x3 1I 2 II tr r 4X6= .. r n OM ' i 6 r 4 3 2x3 II 3x4= 4-0-0 4-0-0 Plate Offsets(X,Y)-- [1:0-5-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.01 3-4 >999 240 ITCDL 8.0 Rep Stress Inc/ YES WB 0.06 Horz(TL) -0.00 3 Na Na BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:23 lb FT=0% LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS OTHERS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2x6 DF No.2 I REACTIONS. (lb/size) 3=140/Mechanical,6=140/0-5-8 (min.0-1-8) Max Horz 6=-160(LC 8) Max Uplift 3=-89(LC 9),8=107(LC 8) Max Gray 3=140(LC 1),6=141(LC 20) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-142/261 NOTES- ' 1)Wind:ASCE 7-10;VuR=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h30ft;Cal.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and light exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. I4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. n 5)Refer to girder(s)for truss to truss connections. GG�GO PROFFrS 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 4 ` 'N C s� capacity of bearingsurface. ` L+ A- 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 89 lb uplift at joint 3 and 107 lb uplift at !�� v `� a`9 Giat 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. $9200PE r ..--- LOAD CASE(S) Standard dip ' y OREGON /vim 0�4Y1 2�1 MFARILL RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/19l2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mire ' 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 ANSGTP11 QuNlty Criteria,f15B.89 and BCSI Building Component 250 Klug CircleSafety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 ,Job Truss Truss Type Oty Ply Timbertech-Dartmouth North 20-DD2646 JA11 Roof Special 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC..CLACKAMAS,OR.97015,Mitek 8.430 s Mar 222021 MiTek Industries,Inc.Wed Jun 23 13:09:53 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-DmT9Er5xwAPmpHOJEOCpCduYyzJUrIIOObkgOSz3Mfi 4-0-0 4-0-0 Scale=1:22.3 III S I2x3 11 3x8= 2 ' � 4x6= ., r o 1 �N 6 I en hillfte Iti h i 4 3 1 2x3 II 3x4= 1 40-0 4-0-0 Plate Offsets(X,Y)-- [1:0-5-4,0-1-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(TL) -0.01 3-4 >999 240 ' TCDL 8.0 Rep Stress Ina YES WB 0.06 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:23 lb FT=O% LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlin, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 DF No.2 ' REACTIONS. (lb/size) 3=140/Mechanical,6=140/0-5-8 (min.0-1-8) Max Horz 6=161(LC 8) Max Uplift 3=-89(LC 9),6=107(LC 8) Max Gray 3=140(LC 1),6=141(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. I TOP CHORD 1-6—145/263 NOTES- ' 1)Wind:ASCE 7-10;Vult=120mph Vasd=95rnph;TCDL=4.2psf;BCDL=6.0pst;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psi(flat root snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5)Rater to girder(s)for truss to truss connections. Gctp PR Opp, 6)Bearing at joint(s)6 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify '`y�` �1 capacity of bearing surface. G_` cL�n 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 89 lb uplift at joint 3 and 107 lb uplift at �� v`_G C`•7 /0,� jointa 6. hi I 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q 89200PE V LOAD CASE(S) Standard ,/ I 10 y` 4fOH£GONtk �R ') '14 2ON P ' MERRIU- RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE l rev.5n BEFORE USE. Design valid for use only with MiTekir connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the buikli to r�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 M[Teti 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 ANSUIDII DaaNty Criteria,DS8•89 and SCSI Building Component 250 Krug Circle Safety Information available from Truss Plate InsldWe,2670 Crain Highway.Suite 203 Waldorf.MD 20601 Corona,CA 92880 IJob Truss Truss Type City Ply Timbertech-Dartmouth North 20-DD2646 JA12 Roof Special 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar22 2021 MiTek Industries,Inc. Wed Jun 23 13:09:12 2021 Page 1 ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-wtUfdgbDaaEbOznRKHzC1zhX?RKIlma_zjl9SKz3MgL I 4-0-0 4-0-0 Scale=1:22.3 1 5 I 3x8 243 I I = 2 4%6= .. n N,1 - IIIIMI oillikhhiha... 1 ,--,- 4 3 1 2x3 II 3x4= 4-0-0 I 4-0-0 Plate Offsets(X,Y)-- [1:0-5-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (bc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(LL) -0.01 3-4 >999 240 TCDL 8.0 Rep Stress!nor YES WB 0.06 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:23 lb FT=0% LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 1 D-D-D oc bracing. OTHERS 2x6 DF No.2 I REACTIONS. (lb/size) 3=140/Mechanical,6=140/0-5-8 (min.0-1-8) Max Horz 6=162(LC 9) Max Uplift 3=-89(LC 9),6=-107(LC B) Max Gray 3=140(LC 1),6=141(LC 20) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-148/263 NOTES- ' 1)Wind:ASCE 7-10;VuR=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;hOft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;P1=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. bb 5)Refer to girder(s)for truss to truss connections. �G�} Pn Q�[�s 6) Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verily �� ` lc s capacity of bearing surface. ICJ NGINC� O 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 89 lb uplift at joint 3 and 107 lb uplift at �� ` -T �-y I joint 6. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q 89200PE LOAD CASE(S) Standard ' �yL d"ORE tr GON k�-�tU—�. /O 4i'14,2° P4 � RRiL\- 6 IRENEWAL DATE: 12-31-2021 June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 verity the applicability of design parameters and properly incorporate this design into the overall r�building design.Bracing indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing Ml lek' Not 250 Klug Circle 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 ANSUlP/1 Quality Criteria,DSB-89 and SCSI Building Component Solely Information available front Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 - Job Truss Truss Type City Ply Timbertech-Dartmouth North 20-DD2646 JA13 Roof Special 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar22 2021 MiTek Industries,Inc.Wed Jun 23 11:30:22 2021 Page 1 ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-Y2At29gX6b7_zfRkxtabiS47BOQWKpX8M7gNK2z307? I 4-0-0 4-0-0 Scale=1:22.3 I 5 I 2x3 II 4x10= 2 i4x6= ■■ ' III :: 4 3 1 2x3 II 3x4= 4-0-0 4-0-0 Plate Offsets(X,Y)-- [1:0-6-4,0-2-0],[6:0-2-14,0-1-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(TL) -0.01 3-4 >999 180 ' TCDL 8.0 Rep Stress!nor YES WB 0.06 Horz(TL) -0.00 3 We rt/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:22 lb FT=0% LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 OF No.2 except end verticals. WEBS OTHERS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2x6 DF No.2 I REACTIONS. (lb/size) 3=140/Mechanical,6=140/0-5-8 (min.0-1-8) Max Horz 6=-163(LC 10) Max Uplift 3=-89(LC 9),6=-108(LC 8) - Max Gray 3=140(LC 1),6=141(LC 20) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-151/264 NOTES- , 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.Opst h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3) Provide adequate drainage to prevent water ponding. I4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. nto o 5) Refer to girder(s)for truss to truss connections. [`G pR C 6) Bearing atjoint(s) considers parallel to grain value using ANSl/TPI 1 angle to grain formula. Building designer should verify ����G'Nen�s�O capacity of bearingsurface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 89 lb uplift at joint 3 and 108 lb uplift at joint 6. 'go 8)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. :92 1,P LOAD CASE(S) Standard '"f'�/ I G dfOREGON �� tk 'p gl'142o'' P I n7FRRII - RENEWAL DATE:12-31-2021 June 23,2021 I / A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19I2020 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 verity the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI is always required Mr stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS47P/f OuaNty Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North 20-DD2646 JA14 Roof Special 4 1 'Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015.Mitek 8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 23 11:29:36 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-uCOUPRGhxSKWRbwvFDIpgIAGSUjIZ?BMnzhyiiz3O7j I 4-0-0 4-0-0 Scale=1:22.3 1 5 I 2x3 II 4x10= 2 F. 4x6— 0.., re f2 ' 6 m Me ILI EillIlliwA 4 3 1 243 II 3x4= I 4-0-0 4-0-0 IPlate Offsets(X,Y)-- [1:0-6-1,0-2-8],[6:0-2-8,0-1-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(TL) -0.01 3-4 >999 180 ITCDL 8.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:22 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins, BOT CHORD 2x4 DF No.2I except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 DF No.2 I REACTIONS. (lb/size) 3=140/Mechanical,6=140/0-5-8 (min.0-1-8) Max Horz 6=164(LC 9) Max Uplift 3=-90(LC 9),6=108(LC 8) Max Gray 3=140(LC 1),6=141(LC 20) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-153/265 BOT CHORD 3-4=-189/251 I NOTES- 1)Wind:ASCE 7-10;Vu11=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water bottom g. RF� s4)Thts truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. s 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)6 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify (<0 1N�� f02 capacity of bearing surface. 9 "9 I7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 90 lb uplift at joint 3 and 108 lb uplift at joint 6. 00PE 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard • IG 4OREGON SC /O -1 Y 14 2ON ` Cs MFAR10- v' I RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTp/f Quel/ty Criteria,DSBA9 and SCSI Building Component 250 Klug Circle Safety Information available trots Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Qty Ply Timbertech-Dartmouth North 20-DD2646 .IA15 Roof Special 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 a Mar22 2021 MiTek Industries,Inc. Wed Jun 23 11:28:40 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-X00JeHbZ7FGSj_e8zSlgZyshCviceRgG7vG6_kyz308b' 40-0 4-0-0 Scale=1:22.3 I 5 I 2x3 I I — 8x10 2 MIto th 6 le M� 1 1 4 3 " I 2x3 II 3x4- F- 4-0-0 I 4-0-0 Plate Offsets(X,Y)-- [I:0-5-11,0-3-2]I _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 • Vert(TL) -0.01 3-4 >999 180 TCDL 8.0 Rep Stress Ina YES WB 0.06 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:22 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 DF No.2I except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 DF No.2 I REACTIONS. (lb/size) 3=140/Mechanical,6=140/0-5-8 (min.0-1-8) Max Horz 6=-165(LC 8) Max Uplift 3=-90(LC 9),6—108(LC 8) Max Gray 3=140(LC 1),6=142(LC 20) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-156/265 BOT CHORD 3-4=-195/260 WEBS 1-3=-255/162 INOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.opsi;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. �`��� PR O��s1.S' 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��CJ [•� G N E R / 5)Refer to girder(s)for truss to truss connections. O N Q� 6)Bearing at joint(s)6 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify -7 ' capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 90 lb uplift at joint 3 and 108 lb uplift at .s 200PE 1' joint 6. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �S ' LOAD CASE(S) Standard �L 4,OREGON ski ' MFRRI ..\- 0 RENEWAL DATE: 12-31-2021 • June 23,2021 r A WARNING-verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. �� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a Truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall {A building design.Bracing indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing iYliTek- 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 AN sf?PI7 60 Ovalky Criteria,DSBA9 end SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 201 Corona,CA 92880 IJob Truss Truss Type Oty Ply Timbertech-Dartmouth North 20-DD2646 JA16 Roof Special 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,Mitek 8.430 s Mar 22 2021 MiTek Industries,Inc. Wed Jun 23 I1:25:2132021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-9UPjLdG7LF4ihUzEj8lfnSvtFV4iSrjsmOcq?4z3OBb' 4-0-0 I 4-0-0 Scale=1:22.3 ' 5 I 2x3 11 ex12= 2 ! . tr n A r 6 ?{ j 4 3 I 2x3 11 3x4= 4-0-0 4-0-0 Plate Offsets(X,Y)-- [1:0-7-4,0-3-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(T) -0.01 3-4 >999 240 TCDL 8.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:22 lb FT=0% LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 DF No.2 IREACTIONS. (lb/size) 3=140/Mechanical,6=140/0-5-8 (min.0-1-8) Max Horz 6=166(LC 9) Max Uplift 3=-90(LC 9),6=-108(LC 8) Max Gray 3=140(LC 1),6=142(LC 20) ' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-157/265 BOT CHORD 3-4=-201/269 WEBS 1-3=-262/168 INOTES- 1)Wind;ASCE 7-10;Vult=l2omph Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 [n 3) Provide adequate drainage to prevent water pending. A�1} 1'RQfL� 4)This truss has been designed tare 10.0 psf bottom chord live load nonconcurrent with any other live loads. �5•`�f�(j11NE��s/O 5) Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify y,9 capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 90 lb uplift at joint 3 and 108 lb uplift at 89200PE• r joint 6. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • ' LOAD CASE(S) Standard 10 •'� ieiiP ' Cr -p ,�OREGON £v /O g1'142O, i MARIO.I 0 RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an IndMdual building component,not a trues 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 AN51?P/1 Ovallfy Criteria,DSB-89 and SCSI Buildin III g nr Ca penMt 250 Mug Circle Safety MlormaBon available from Truss Plate Insteuta,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838519 20-DD2646 JA17 ROOF SPECIAL 30 1 J Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:42 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-6gOzMuWQQvGhhwB2lx3kpuPErSSkCECxGmExQfz3PaR 4-0-0 4-0-0 Scale=1:22.3 I 0.50112 5 4x8= 2x3 II 7 2 F . I • - N Nph 4x4 I' 0 A N I 6 �j IIII II 111 III 11166. El I 4 3 2%R I I 3x4= 4-0-0 4-0-0 Plate Offsets(X,Y)-- [1:0-3-8,0-2-0] 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 0.38 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(TL) -0.01 3-4 >999 240 TCDL 8.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:25 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puriins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 DF No.2 IREACTIONS. (size) 3=Mechanical,6=0-5-8 Max Horz 6=-152(LC 10) Max Uplift 3=-81(LC 11),6=-75(LC 10) Max Gray 3=146(LC 23),6=141(LC 21) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2ps1;BCDL=6.opsf;h=60tt;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and Iforces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ���C D PROFFss capacity of bearing surface. 4 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,6. ��\CO �1J(i N EL- /O� 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ' 2 89200PE 9C IG �OREGONb. L4/ i0 'g4'14 20'� P MFRRiLti-0 RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/18/2020 BEFORE USE. I! Design valid for use only with MiTek®connectors.This design"s based only upon parameters shown,and is for an Individual building component,not , a truss system.Before use,the building designer must verily 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 j�T ��[[ a always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the M"e•, fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP71 Ouallry Criteria,DSB-89 and SCSI Building Component 250 Klug Circle • Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA B2e80 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838520 20-DD2646 J801 Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:43 2021 Page 1 I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-asxLZEX3BDOYJ4mElfazM6yPYrozxhU4VQ_Uz5z3PaQ 4-0-0 4-0-0 Scale=1:22.3 I 5 2x3 II 3x8-= 2 1 •=. ^ IIII„ - 4x4= a 1, N N OM I 6 wiroli IN rINE • RIM I 4 3 2x3 1 3x4= 4-0-0 ' 4-0-0 Plate Offsets(X,Y)-- [1:0-5-4,0-1-8] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(TL) -0.01 3-4 >999 180 TCDL 8.0 Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC20121TP12007 Matrix-R Weight:25 lb FT=0% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 DF No.2 I REACTIONS. (size) 3=Mechanical,6=0-5-8 Max Horz 6=-152(LC 8) Max Uplift 3=-85(LC 9),6=-104(LC 8) Max Gray 3=140(LC 1),6=140(LC 1) IFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95rnph;TCDL=4.2psf;BCDL=6.opsf;h=60f;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and tight exposed;C-C for members and Iforces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s)for truss to truss connections. I 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/-PI 1 angle to grain formula. Building designer should verity �`-�ED P�QFCss capacity of bearing surface. CC 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(Jt=lb) �CQ �vs G)N E�R /O 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �Cr `_ 2-Q ' Q 89200PE COI L 4.„OREGON �<cr� 'O R 14, 2O Q.-- I /14 RI��- RENEWAL DATE: 12-31-2021 June 23,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not mi' 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 end bracing of trusses and truss systems,see ANSUTP/f Quality Criteria,OSB-B9 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Sue 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Qty Ply Timbertech-Dartmouth North K9838521 20-DD2646 JB02 Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:43 2021 Page 1 I I ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-asxLZEX3BDOYJ4mEJfazM6y0QroxxhT4VQ_Uz5z3PaQ 4-0.0 4-0-0 Scale=1:22.3 I 5 2x3 II 3x8= 2 IIIM� r 1111111 4x4 " N I 6 wil IS-A, I 4 3 2x3 II 3x4= 4-0-0I I 4-0-0 Plate Offsets(X,Y)-- [1:0-5-4,0-1-8] LOADING (psf) SPACING- 2-0-0 ! CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(TL) -0.01 3-4 >999 180 TCDL 8.0 Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:25 lb FT=0% BCDL 10.0 LUMBER- BRACING- ITOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 DF No.2 I REACTIONS. (size) 3=Mechanical,6=0-5-8 Max Horz 6=-153(LC 8) Max Uplift 3=-86(LC 9),6=104(LC 8) Max Gray 3=140(LC 1),6=140(LC 1) IIFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7.10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. n/1 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify C p Pn yF capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(t=lb)4. �C� �``G`NE€ trjO 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. <4 `_ ,T y-yy I ' 8WOOPE 1 I pL 4iOREGON A.((� 1 /O qY 14, 2° P+ MFR 1310- IRENEWAL DATE: 12-31-2021 June 23,2021 / A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 m, a truss system.Before use,the building designer must verity 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 end bracing of trusses and trues systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 King Circle Solely Mlormetion available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92B80 I Job Truss Truss Type QV Ply Timbenech-Dartmouth North K9838522 20-DD2646 JB03 Roof Special 2 1 •Job Reference(optional) Predsion Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:44 2021 Page 1 ' ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-23VjnaYhyW W PxELQsM5CvJUZ1 F89g8jEj4j2VXz3PaP 4-0-0 4-0-0 Scale=1:22.3 I 5 2x3 II ' 3/(8= 2 le lia 4x4= II 1 pN OM ' 6 ala ME i MIME 4 3 2x3 II 324= 4-00 4-0-0 Plate Offsets(X,Y)-- [1:0-5-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(TL) -0.01 3-4 >999 180 I TCDLBCLL 8.00.0 Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 3 n/a Na BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:25 lb Fi=0% LUMBER- BRACING- , TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 DF No.2 IREACTIONS. (size) 3=Mechanical,6=0-5-8 Max Horz 6=154(LC 8) Max Uplift 3=-86(LC 9),6=-105(LC 8) Max Gray 3=140(LC 1),6=140(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-112/251 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDlr4.2psf;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 5) Refer to girder(s)for truss to truss connections. 6) Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 04. ����U PRO' S ' capacity of bearing surface. �C �NGiNE4- 47 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 40 • 6=105. -q ' 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. sc 89200PE v ' y^ „OREGON 4ti� /Q 11'i 4 V''� p- ' MRR1IA-0 RENEWAL DATE:12-31-2021 June 23,2021 r A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.5/9/2020 BEFORE USE. Design valid for use only with MiTek® is connectors.This design is based only upon parameters shown,andfor 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 ANSYIP/1 Owlify Criteria,DSB-89 end SCSI Building Component 250 Klug Circle Solely information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 205m Corona,CA 92880 • I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838523 20-DD2646 J604 Roof Special 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:45 2021 Page 1 ID:Uz76p9Pw3CCW5KptXKXkgHzFGli-WF35_wZJjgeFYOwd04cRRXl kdfUNPbyNykTbl zz3PaO 4-0-0 4-0-0 Scale=1:22.3 I 5 2x3 II 1 3x8= 2 161111111111111111112 I4x4= IIIIIM ri d ' 6 • 4 3 2x3 3x4— 4-0-0 4-0-0 Plate Offsets(X,Y)-- [1:0-5-4,0-1-8] LOADING (psi) SPACING- 2-0-0 CS!. DEFL. in floc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.00 3-4 >999 240 MT20 185/148 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.01 3-4 >999 180 TCDL 8.0 Rep Stress Ina YES WB 0.05 Horz(TL) -0.00 3 n!a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:25 lb FT=0% BCDL 10.0 LUMBER- BRACING- , TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 DF No.2 I REACTIONS. (size) 3=Mechanical,6=0-5-8 Max Horz 6=155(LC 8) Max Uplift 3=-87(LC 9),6=-105(LC 8) Max Gray 3=140(LC 1),6=140(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-118/253 NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2ps1;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -- I5)Refer to girder(s)for truss to truss connections. c1 C 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �CL``4� PP OF`s r• capacity of bearing surface. �GJCJ LNG)N EEh, /'- 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) le 6=105. -37, 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 89200PE ' G 41OREGON `4i� /O 41'74,2P :. MEFARIL�-�P IRENEWAL DATE:12-31-2021 June 23,2021 A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. I Design valid for use only with MTeke 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 properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage.delivery,erection end bracing of trusses and truss systems,see ANSI/TPl1 OualNy Criter a,OSB-Be and BCSl Building Component 1..2W Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona,CA 92880 I Job Truss Truss Type Oty Ply Timbertech-Dartmouth North K9838524 20-DD2646 JB05 ROOF SPECIAL GIRDER 2 1 Job Reference(optional) Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.430 s Jun 2 2021 MiTek Industries,Inc. Wed Jun 23 11:50:46 2021 Page 1 ID:Uz?6p9Pw3CCW5KptXKXkgHzFGli-_RdTCFaxU7m6AYVp_n7g_kaxe3cc82aWBOC920z3PaN 4-0.0 I.__—_ 4-0-0 I 1 5 6 3x4= 22x3 I I Scale=1:15.5 1 1 1 IIIIISA IIII r r r OM I 7 3 II 111141.. 4x4= 3x4 II 40-0 4-0-0 I LOADING (psf) SPACING- 2-0-0 CM. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.03 3-4 >999 240 MT2O 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.91 Vert(TL) -0.08 3-4 >685 240 TCDL 8.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 3 ri/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-P Weight:23 lb FT=0h BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, IBOT CHORD 2x6 DF No.2 except end verticals. WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 7-2-4 oc bracing. REACTIONS. (size) 4=0-5-8,3=Mechanical Max Horz 4=-81(LC 8) Max Uplift 4=-160(LC 8),3=167(LC 9) Max Gray 4=614(LC 1),3=646(LC 1) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. I NOTES- 1)Wind:ASCE 7-10;Vult=120mph Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=60ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.00 I3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=160,3=167. G I 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)942 lb down and 215 lb up at �( L0 PROP rSS 2-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �GD `��NG I N,E . /O LOAD CASE(S) Standard .,1 ,7 2 I1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Q 89200PE Uniform Loads(plf) Vert:1-2=-66,3-4=-20 Concentrated Loads(Ib) Vert:7=-942(B) ' 7 OREGON �Q /0 AlY14 2° MARIO- v I RENEWAL DATE:12-31-2021 June 23,2021 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.S/19/2020 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verily 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' MR is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,sae ANSUTPII Qualify Criteria,OSB-88 and SCSI Building Component 250 Klug Circle �, Safely Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldort,MD 20601 Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1_1 3/ " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow CouldCause Property 4 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury ■_EE Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g. G41 ilik. Apply plates to both sides of truss 1 2 3 diagonal or X-bracing,is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer.For Eilli wide truss spacing,individual lateral braces themselves 016u ! 4 may require bracing,or alternative Tor I ❑ bracing should be considered. rS .. ❑ O Om 3. Never exceed the design loading shown and never UO IPA p O= slack materials on inadequately braced trusses. 111 d 4. Provide copies of this truss design to the building ~ C7-8 CB-7 cs-s designer,erection supervisor,property owner and For 4 x 2 orientation,locate BOTTOM CHORDS I— all other interested parties. plates 0- '+e"from outside 5. Cut members to bear tightly against each other. edge of truss. I 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber NUMBERS/LETTERS. shall not exceed 19%at time of fabrication. software or upon request. 9. Unless expressly noted,this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: 10.Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator.General practice is to 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 camber for dead load deflection. to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 11.Plate type,size,orientation and location dimensions the length parallel to slots. 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 specified. Trusses are designed for wind loads in theplane of the �/i Indicated Useby symbol shown and/or 9 13.Top chords must be sheathed or purlins provided at by text in the bracing section of the truss unless otherwise Shown. spacing indicated on design. output. T or I bracing 14.Bottom chords require lateral bracing at 10 ft.spacing, if indicated. Lumber design values are in accordance with ANSI/TPI 1 or less,if no ceiling is installed,unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15.Connections not shown are the responsibility of others. I 16.Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports)occur. Icons vary but ®2012 MiTek®All Rights Reserved ��4. reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. __ 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. MR environmental,health or performance risks.Consult with y� projefr u Industry Standards: 19.Reviewct allengineer portionsbe ofo thisese.design(front,back,words ANSI/TPI1: National Design Specification for Metal and pictures)before use.Reviewing pictures alone g P is not sufficient. Plate Connected Wood Truss Construction. BCSI:DSB-89: Design Standard for Bracing. fi/ iTek® 20.Design assumes manufacture in accordance with BCSI: Building Component Safety Information, ANSI/TPI t Quality Criteria. Guide to Good Practice for Handling, 21.The design does not take into account any dynamic Installing&Bracing of Metal Plate or other loads other than those expressly stated. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.5/19/2020 1 ESICC Most Widely Accepted and Trusted EVALUATION SERVICE (.. Innovation ICC-ES Evaluation Report ESR-1988 ICC-ES I (800) 423-6587 I (562) 699-0543 I www.icc-es.org Reissued 12/2018 This report is subject to renewal 12/2020. ' DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 06 17 53—SHOP-FABRICATED WOOD TRUSSES I ' REPORT HOLDER: MITEK USA, INC. 16023 SWINGLEY RIDGE ROAD CHESTERFIELD, MISSOURI 63017 EVALUATION SUBJECT: MITEK® TRUSS CONNECTOR PLATES: ' TL18, MT18, MTI8HSTM, M18SHSTM, TL20 AND MT20 111 I ICC ICC ICC LFITh PMG LISTED ' G i s "2014 Recipient of Prestigious Western States Seismic Policy Council ■em (WSSPC)Award in Excellence" A Subsidiary of i t -.,,`;: ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically ' addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. ANSI There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this ACCREDITED report, or as to any product covered by the report. lso:rec,vuss PmcucCe Amy .lQooW ' Copyright© 2018 ICC Evaluation Service, LLC. All rights reserved. I ICC I Est, -:,:, t. ST Innov Most Widely Accepted and Trusted o I ICC-ES Evaluation Report ESR-1988 Reissued December 2018 This report is subject to renewal December 2020. Iwww.icc-es.org I (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® I DIVISION:06 00 00-WOOD,PLASTICS AND COMPOSITES 3.2 MiTek®MTI8HSTM: Model MTIBHSTM metal truss connector plates are Section:06 17 53-Shop-Fabricated Wood Trusses manufactured from minimum No. 18 gage [0.0466 inch I REPORT HOLDER: total thickness (1.18 mm)], ASTM A653, Grade 60, high-strength, low-alloy steel (HSLAS) with a G60 MITEK USA, INC. galvanization coating [0.0005 inch thickness on each side 16023 SWINGLEY RIDGE ROAD (0.013 mm)] and having a base-metal thickness of I CHESTERFIELD, MISSOURI 63017 0.0456 inch (1.16 mm). The plate has teeth ale inch (314)434-1200 (9.5 mm) long, punched in pairs formed at right angles to www.mitek-us.com the face of the parent metal so that two teeth per hole occur along the length. The spacing along the longitudinal I EVALUATION SUBJECT: direction of each punched slot is 1 inch (25.4 mm) on center. The transverse centerlines of adjacent slots are MiTek® TRUSS CONNECTOR PLATES: TL18, MT18, staggered 0.10 inch (2.54 mm). The distance between MT18HST'A,M18SHSTTM,TL20 AND MT20 longitudinal centerlines of the slots is 0.25 inch (6.35 mm). ' There are eight teeth per square inch(645 mm2)of surface 1.0 EVALUATION SCOPE area. Plates are available in '/2 inch (12.7 mm) width Compliance with the following codes: increments, up to 12 inches(304.8 mm), and lengthwise in • 2018, 2015, 2012, 2009 and 2006 International Building 1-inch(25.4 mm) multiples. See Figure 1 for details. I Code:®(IBC) 3.3 MiTek®M18SHST": ■ 2018, 2015, 2012, 2009 and 2006 International Model M18SHSTm metal truss connector plates are Residential Code®(IRC) manufactured from minimum No. 18 gage [0.0466-inch I (1.18 mm)total thickness], hot-dipped galvanized steel that Property evaluated: meets the requirements of ASTM A653 SS, Grade 80 Structural steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base 2.0 USES metal thickness of 0.0456 inch (1.16 mm). The plates have 1 MiTek® metal truss connector plates are used as joint 3/8-inch-long (9.5 mm) teeth, punched in pairs formed at connector components of light wood-frame trusses. right angles to the face of the parent metal so that two teeth per hole occur along the length. The spacing along 3.0 DESCRIPTION the longitudinal direction of each punched slot is 1 inch ' 3.1 MiTek®TL18 and MT18: (25.4 mm) on center. The transverse centerlines of adjacent slots are staggered 0.10 inch (2.54 mm). The Models TL18 and MT18 metal truss connector plates are distance between longitudinal centerlines of slots is manufactured from minimum No. 18 gage [0.0466 inch 025 inch I (6.35 mm).There are eight teeth per square inch total thickness (1.18 mm)], ASTM A653 SS, Grade 40 �645 mm ) of surface area. Plates are available in steel, with a G60 galvanization coating [0.0005 inch 6-inch-width (12.7 mm) increments, up to 12 inches thickness on each side (0.013 mm)] and having a (304.8 mm), and lengthwise in 1-inch (25.4 mm) multiples. base-metal thickness of 0.0456 inch(1.16 mm).The plates See Figure 1 for details. I have teeth 3/e inch (9.5 mm) long, punched in pairs formed 3.4 MiTek®TL20 and MT20TM: at right angles to the face of the parent metal so that two teeth per hole occur along the length. The spacing along Models TL20 and MT20T"I metal truss connector plates are the longitudinal direction of each punched slot is 1 inch manufactured from minimum No. 20 gage [0.0356 inch I (25.4 mm) on center. The transverse centerlines of total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, adjacent slots are staggered 0.10 inch (2.54 mm). The with a G60 galvanization coating[0.0005 inch thickness on distance between longitudinal centerlines of the slots is each side (0.013 mm)] and having a base-metal thickness 0.25 inch (6.35 mm). There are eight teeth per I square inch of 0.0346 inch (0.88 mm). The plates have teeth ale inch (645 mm2) of surface area. Plates are available in '6-inch (9.5 mm) long, punched in pairs formed at right angles to (12.7 mm) width increments, up to 12 inches (304.8 mm), the face of the parent metal so that two teeth per hole and lengthwise in 1-inch (25.4 mm) multiples. See Figure 1 occur along the length. The spacing along the longitudinal for details. direction of each punched slot is 1 inch (25.4 mm) on I ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addracsed,nor arc they to he construed as an endorsement if the.subject of the report or a recommendation for its use.There Is no warranty by ICC Evaluation Service,llC,express or implied,as .,r. v. I to any finding ar ether matter in Ills report,yr as to product covered by the report. 11"ipryp4 auo •�--� -�- Copyright ICC Evaluation Service,LLC.All rights reserved. Page 1 of 5 IESR-1988 I Most Widely Accepted and Trusted Page 2 of 5 center. The transverse centerlines of adjacent slots are the manufacturer's published installation instructions I staggered 0.10 inch (2.54 mm). The distance between and this document, the instructions in this document longitudinal centerlines of the slots is 0.25 inch(6.35 mm). govern. There are eight teeth per square inch(645 mm2)of surface 5.2 Each application for a building permit, using these area. Plates are available in 1/2-inch width (12.7 mm) truss plate connectors, must be accompanied by increments, up to 12 inches (304.8 mm), and lengthwise in documentation showing that the design, manufacture, 1-inch(25.4 mm) multiples. See Figure 1 for details, and proposed installation conform to the requirements 4.0 DESIGN AND INSTALLATION of the applicable code. ' 4.1 General: 5.3 This report establishes plate design values only. For items not covered by this report, such as truss design, All truss plates are pressed into the wood for the full depth fabrication, quality assurance and special inspection, of their teeth by hydraulic-platen embedment presses, refer to ANSI/TPI 1, engineering drawings and the multiple roller presses that use partial embedment followed applicable code. by full-embedment rollers, or combinations of partial embedment roller presses and hydraulic-platen presses 5.4 The design values (lateral resistance values, effective that feed trusses into a stationary finish roller press. tension strength ratios, and effective shear resistance ' Trusses must be assembled within the tolerances provided by the Truss Plate Institutes (TPI) Quality Criteria for the ratios) used in the design of trusses, using MiTek®metal truss connector plates, must not exceed those Manufacture of Metal Plate Connected Wood Trusses, listed in Tables 1 and 2 of this report. Load shown as Chapter 3 in ANSI/TPI 1 National Design combination reductions must be in accordance with ' Standard for Metal Plate Connected Wood Truss the applicable code. 55 Construction. . All lumber used in the fabrication of trusses using 4.2 Allowable Design Values: MiTek® metal truss connector plates must be graded I Allowable design values for MiTek® metal truss connector in compliance with the applicable building code, and plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2. must have a moisture content not exceeding19 percent at the time of assembly. Wet service factors from ANSI/TPI 1 Section 6 Allowable design values are applicable when the 4 must be applied to the table values when the lumber moisture content connection is made with identical plates on opposite sides exceeds 19 percent. of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTek®metal truss 5.6 Metal truss connector plates must be installed in pairs connector plates listed in this report. The design, on opposite faces of truss members. manufacture, and installation of trusses employing the 5.7 Galvanized G60 metal truss plate connectors subject truss plates have not been evaluated. to corrosive environments must be protected in Allowable values shown in Tables 1 and 2 have not been accordance with Section 6.5 of ANSI/TPI 1. adjusted for metal connector plates embedded in fire- , retardant-treated or preservative-treated lumber. Proper 5.8 MiTek metal truss connector plates are adjustments must be made in accordance with the manufactured in Saint Charles, Missouri; Tolleson, requirements indicated in a current ICC-ES evaluation Arizona; Tampa, Florida; Edenton, North Carolina; report issued to the chemical treatment manufacturer. and Bradford, Ontario, Canada, under a quality- I If the evaluation report does not contain information on the control program with inspections by ICC-ES. adjustments, the chemical manufacturer must be contacted 6.0 EVIDENCE SUBMITTED for this information. Compliance with Section 2304.10.5 of 6.1 Data in accordance with the National Design the 2018 and 2015 IBC (Section 2304.9.5 of the 2012, Standardat for Metal Plate ConnectedheN WoodlTruss Design ' 2009 and 2006 IBC) and Section R317.3 319. of the 2018, Construction, Metal PI 1-2002, 2007 and 2014. 2015, 2012 and 2009 IRC (Section R319.3 of the 2006 IRC)is also required. 6.2 Manufacturer's descriptive literature. 5.0 CONDITIONS OF USE 6.3 A quality control manual. The MiTek® metal truss connector plates described in this 7.0 IDENTIFICATION report comply with, or are suitable alternatives to what is The MiTek® connectors are identified by an imprint of the specified in, those codes listed in Section 1.0 of this report, plate name embossed into the surface of the plate (for subject to the following conditions: example, the MT207"' plate is embossed "MT20"). 5.1 This evaluation report and the manufacturer's Additionally, boxes containing the connector plates must published installation instructions, when required by be labeled with the MiTek® name, the metal the code official, must be submitted at the time of connector plate model, and the evaluation report number permit application. In the event of a conflict between (ESR-1988). TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES,HYDRAULIC-PLATEN EMBEDMENT'(Ibtin2IPLATE) 1 LUMBER SPECIES SG AA EA AE EE TL18,MT18,MT18HSTM,M18SHSTM,TL TM 20 and MT20 Douglas fir-larch 0.49 248 203 170 171 ' Hem-fir 0.43 188 159 133 141 Spruce-pine-fir 0.42 206 162 125 122 Southern pine 0.55 244 192 171 178 ' For SI:11b,in2=6.9 kPa. IESR-1988 I Most Widely Accepted and Trusted Page 3 of 5 NOTES: I 'Tooth-holding units=psi for a single plate(double for plates on both faces when applying to area on only one face).To achieve values,plates must be installed on opposite sides of joint. 2AA=Plate parallel to load,wood grain parallel to load. EA=Plate perpendicular to load,wood grain parallel to load. I AE=Plate parallel to load,wood grain perpendicular to load. EE=Plate perpendicular to load,wood grain perpendicular to load. 3Atl tnrss plates are pressed into the wood for the full depth of their teeth by hydraulic-platen embedment presses,multiple roller presses that use partial embedment followed by tut-embedment rollers,or combinations of partial embedment roller presses and hydraulic-platen presses that feed trusses into a stationary finish roller press. ITABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES' PROPERTY FORCE TL18 AND MT18 MTI8HST'r M18SHSTM TL20 AND MT20TM DIRECTION Efficiency Pounds/ Efficiency Pounds/ Efficiency Pounds( Efficiency Pounds/ inch/Pair of inch/Pair of inch/Pair of inch/Pair of Connector Connector Connector Connector Plates Plates Plates Plates Tension values in accordance with Section 5.4.4.2 of TPI-1 (Minimum Net Section over the joint)2 ITension @ 0° 0.5 1149 0.538 1809 0.532 2299 0.499 873 Tension @ 90° 0.52 1208 0.550 1847 0.533 2301 0.492 860 Tension Values in Accordance with Section 5.4.4.2.1 of TPI-1 (Maximum Net Section Over the Joint)' I Tension @ 0°SG=0.42 - - 0.613 2060 0.579 2502 0.629 1100 Tension @ 0°SG=0.50 0.623 2094 0.584 2522 0.654 114d Shear Values I Shear@ 0° 0.56 874 0.55 1099 0.53 1363 0.51 604 Shear @ 30° 0.66 1023 0.57 1153 0.57 1482 0.74 876 Shear @ 60° 0.83 1283 0.74 1492 0.7 1805 0.82 970 I Shear @ 90° 0.49 757 0.52 1052 0.39 1012 0.56 686 Shear @ 120° 0.39 608 0.4 802 0.41 1073 0.42 a98 Shear @ 150° 0.45 702 0.37 745 0.33 868 0.5 592 For Si:1 lb/inch=0.175 N/mm, 1 inch=25.4 mm. I NOTES: 'Minimum coated thickness is 0.0356 inch(0.904 mm)for 20 gage,or 0.0466 Inch(1.184 mm)for 18 gage.Minimum coating thickness for G60 is 0.0010 inch (o.025 mm)total for both sides in accordance with Section 6.3.4.1.3 of ANSI/TPI 1. Minimum Net Section-A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation.For these plates,this line passes I through a line of holes. 'Maximum Net Section-A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates,this line passes through a section of the plate with no holes. 0.125' 0.250" 0.125' 0.375" I 3 2 mm 6.4 mm 3.2 mm 9.5 mm f re" ,1 MIL 1 =0000000Q000 RI Milk I 0 -0000000000 NM 0 -0000000000 I ° [InOac0]0o000SI im 111111, I 000000000000 11111 1 00000000EI000 m. I1 WIDTH MT18,TL18, MT18HS, M18SHS,MT20,TL20 I FIGURE 1-APPROXIMATE DIMENSIONS OF MITER CONNECTOR PLATES(inches)(1 inch=25.4 mm) Icc �I CCR'r'ilC Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1988 CBC and CRC Supplement Reissued December 2018 This report is subject to renewal December 2020. www.icc-es.orq I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council ' DIVISION:06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 53— Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK USA, INC. 16023 SWINGLEY RIDGE ROAD CHESTERFIELD, MISSOURI 63017 (314)434-1200 www.mitek-us.com EVALUATION SUBJECT: MiTek®TRUSS CONNECTOR PLATES:TL18,MT18, MT18HSTM,M18SHST'A,TL20 AND MT20 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTek®Truss connector plates TL18, MT18, MT18HSTM, M18SHST"', TL20 and MT20, recognized in ICC-ES master evaluation report ESR-1988, have also been evaluated for compliance with the codes noted below. Applicable code editions: • 2016 California Building Code(CBC) ■ 2016 California Residential Code(CRC) 2.0 CONCLUSIONS 2.1 CBC: The MiTek® Truss connector plates TL18, MT18, MT18HSTM, M18SHSTM, TL20 and MT20, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1988, comply with CBC Chapter 23, provided the design and installation are in accordance with the 2015 International Building Code®(2015 IBC) provisions noted in the master report and the additional requirements of CBC Chapters 16, 16A, 17, 17A and 23, as applicable. 2.2 CRC: The MiTek® Truss connector plates TL18, MT18, MTIBHSTM, M18SHST'", TL20 and MT20, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1988, comply with CRC Sections R502.11 and R802.10, provided the design and installation are in accordance with the 2015 International Residential Code® (2015 IRC) provisions noted in the master report. This supplement expires concurrently with the master report, reissued December 2018. 1 ICC-ES Evaluation Reports are not to he connoted as representing aesthetics or any other attributes not specifically addressed,nor are they to he construed El as an endorsement of the subject of the report or a recommendation for its use.Mere is no warranty by ICC Evaluation Service,LW,express or implied,as {� ' to any finding or other matter in this report.or as to any product covered by the report. � , ,_ .Y`.. Copyright C'2018 ICC Evaluation Service,LLC.All rights reserved. Page 4 of 5 Ito ICC ' ES c lUP,1 i SERVICE r Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1988 FBC Supplement Reissued December 2018 This report is subject to renewal December 2020. ' www.icc-es.orq( I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® ' DIVISION:06 00 00—WOOD,PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK USA, INC. 16023 SWINGLEY RIDGE ROAD CHESTERFIELD, MISSOURI 63017 ' (314)434-1200 www,mitek-us.com EVALUATION SUBJECT: MiTek®TRUSS CONNECTOR PLATES:TL18, MT18,MT18HSTTM,M18SHST"',TL20 AND MT20 1.0 REPORT PURPOSE AND SCOPE ' Purpose: The purpose of this evaluation report supplement is to indicate that MiTek®Truss Connector Plates TL18, MT18, MT18HST"m, M18SHSTM, TL20 and MT20, recognized in ICC-ES master report ESR-1988, have also been evaluated for compliance with ' the codes noted below. Applicable code editions: ■ 2017 Florida Building Code—Building I . 2017 Florida Building Code—Residential 2.0 CONCLUSIONS The MiTek® Truss Connector Plates TL18, MT18, MTI8HSTTM, M18SHSTm, TL20 and MT20, described in Sections 2.0 I through 7.0 of the master evaluation report ESR-1988, comply with the Florida Building Code-Building and the Florida Building Code-Residential, provided the design and installation are in accordance with the 2015 International Building Code®(IBC) provisions noted in the master report. Use of the MiTek®Truss Connector Plates TL18, MT18, MT18HSTTM, M18SHSTm", TL20 AND MT20 has also been found to be in compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code-Building and the Florida Building Code-Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a ' quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued December 2018. 1 ' 1CC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes nut.specifically addressed,nor are they to be construed L s jeClarr as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,IJ-C,express or implied,as ',� to anyfndrng or other matter in this report,or as to any product covered by the report. - ' Copyright C 2018 ICC Evaluation Service,LLC.All rights reserved. Page 5 of 5