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Plans (2) n i ‘NiNir11 R1 i E 9 1 III. ..... k%.‘ is RA I I so, y r TT L. i 1111 4 I A1 = :t dill L, } .mMay 1.1 h 1 P , 1,:.. " . . 4" .. X610 oorrom o! I P OF PI YC :.A><1r41A NUM,•s aE cnNio a— 1 2.REMOVE TRUSS DIAGONALS/VERTICALS Y i 4I �yWyE°'H�P�vcF``Sso (EVERYTHING EXCEPT THE TOP PLATE) I e EXTENTS OF G.T.TO BE CUT SHALL TERMINATE AT THIS SPAN OF THE TRUSS AT FACE OF AS-BUILT PERPENDICULAR TRUSS. c ea/a/Pt iAND INSTALL NEW 4X6 UNDER TOP I FASTEN NEW LVL AND PERPENDICULAR TRUSS PLATE.FASTEN 4x6 BACK TO LVL w/1/4"x 6 m a i VERTICAL TOGETHER w/(6)1/4"x6"LONG SIMPSON s OREEON '.• LONG SIMPSON SDS SCREWS fa 12'o.c. 14,8240C. i SDS SCREWS(3 FROM EA.DIRECTION).NEW 'yo°t-to .i. SCREWS TO BE INSTALLED SHALL GO THROUGH 4y J.Mgt'' /0 a KNEE vau = Milan.F0001 TO EK 85 8Y..AAS-BUILT TRUSS TOP CHORD.CONTRACTOR SHALL py X aePT.o wu ENPIAPS. ..1e.l..o �' ,gg� mlurNm rum. PuaeRVERIFY THAT AS-BUILT TRUSS HAS TRUSS 14fi EPTIC& m effrc 11I EPEc IEEE w�a,;ou..,y "OR VERTSIBLKG AT HANGER CONNECTION. 0 CREWS 021.00.K iI 1,0.1 I P : . i CAW 1.1111.1 i� A ®PP�� II, NO a:u ua wo 1_ e � t A. ,- L114 .r p la Ill �, -x 7; r*®:roc. ^=I�~®1.BEFORE CUTTING EXIST.FLOOR G.T.: E. 6.3 SISTER EXISTING FLOOR C.T.TO NEW 3 —a L .�® it 1?x 91/2"LVL BEAM w/1/4"x6"LONG I�.- 4 ,^,J SIMPSON SOS SCREWS THROUGH TOP o CHORD OF TRUSS©12"o.c. t ►, o p- 4W Z m> �______�___—_ .�""•� — - t_ - ` — ����•3[[3� • ae Nca OnuexT '• orePiNOE{rrrurv.oi ie FIRST FLOOR ��� NpItRTHI BMM64-A FRW-2 A(AS18VONE +1 PCIEMELAID • MiTek5 MiTek USA, Inc. 250 Klug Cirde Corona,CA 92880 951-245-9525 Re: 2835980 WEEKLEY HOMES-TH B460 A LOT 1 FLOOR The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Builders FirstSource(Beaverton,OR). Pages or sheets covered by this seal: K10791507 thru K10791507 My license renewal date for the state of Oregon is December 31,2021. ikt0 PR Ore, �NGI NEFR`SjO�F 89200PE 9G iffOREGON tx i0 4y14,2t" 114 . r December 6,2021 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 designs comply with ANSUTPI 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 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 ANSUTPI 1,Chapter 2. Job , • r Truss Truss Type Qty Ply WEEKLEY HOMES-TH B460 A LOT 1 FLOOR 2835980 FT06RR Floor 4 1 K10791507 Job Reference(optional) Bus FivaSo rce Tmss,Beaverton,OR 97005 8.430 s Aug 16 2021 kkTek Industries,inc-Mon Dec 614i1:08 2021 Page I ID:HChuTKWDAi4?Mod34041tCOmoD3479001p7 CONwwBmdHyBdSX 1-6-8 2-6-0 I I 1-3-12 { 2-0-0 10-9-12 1-7-4 Scale=1:30.9 FIELD REPAIR FOR 3-7-0 FIELD STUB AT LEFT END. CUT IN 2X4 DF 92 MEMBERS FOR TIGHT FIT. ATTACH 3/4"PLYWOOD OR OSB GUSSET(23/32"RATED SHEATHING 48/24 EXP 1) TO EACH SIDE OF TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND ONE ROW OF (0.131"X 2.5")NAILS SPACED 2"O.C.FROM EACH FACE INTO EACH COVERED TRUSS MEMBER. 2X4 3x4= 2x4 I I 4x5= 2x4 II 3x4= 3x6 FP= 2x4 II 4x5= 2x4 II 1 2 3 4 5 e 7 8 9 10 11 12 + + 4 I 22 d 2X4 21 20 19 18 17 3x4= 16 15 13 3x6 FP= 6x8= 2x6 II 408 II 4= 4x5= 3x10= 4x5= 9-3-12 10-3-12 11-3-12 17-5-4 21-10-4 5-8-12 I 1-0-0 i 1-0-0 i 6-1-8 I 4-5-0 Plate Offsets(X,Y)- [4:0-1-8,Edge[,[5:0-1-8,0.0-01[8:0-1-8,Edge,[13:0-1-8,Edge],[15:0-1-8,Edge1,[17:0-3-0,Edgej,[18:0-3-0,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) Wdefl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.07 18 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(CT) -0.12 18 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.02 14 n/a n/a BCDL 5.0 Code 1BC2018/TP12014 Matrix-S Weight:931b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, i BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. t WEBS 2x4 DF Std G(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1-22,2-22:2x4 DF No.2(tlat) 6-0-0 oc bracing:13-14. REACTIONS. (lb/size) 13=-47/Mechanical,14=1381/0-5-8,22=667/0-4-8 Max Uplift 13=227(LC 3) Max Gray 13=148(LC 4),14=1381(LC 1),22=668(LC 3) FORCES. (lb)-Max-Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1580/0,3-4=-1597/0,4-5=1696/0,5-6=-1683/0,6-7=538/0,7-8=538/0, 8-9=0/970,9-10=0/970 BOT CHORD 21-22=0/802,20-21=0/802,19-20=0/797,18-19=0/1696,17-18=0/1696,16-17=0/1470, 15-16=0/1469,14-15 0/538,13-14=-380/98 WEBS 9-14=270/0,2-19=0/858,4-19=341/73,8-14=-1661/0,8-15=0/419,6-15=-1041/0, 6-17=0/486,10-14=-843/0,10-13=119/463,2-22=-1004/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Refer to girders)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 227 lb uplift at joint 13. �(QE© PRQpc d' 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,`` S 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. �Cj NGtNEk- 'a Strongbacks to be attached to walls at their outer ends or restrained by other means. 4 7)CAUTION,Do not erect truss backwards. '� 89200PE L �OREGON ��a' /O 4r14 20 N 1# 4 McRRtt.�-�' RENEWAL DATE:12-31-2021 December 6,2021 4 r __ ®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 MiTeket connectors.This design is based only upon parameters shown,and is for an individual building component.notNut a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding 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 cotapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVrPIl 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION r-1 3/4' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) 1 Damage or Personal Injury MAIDimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g. Apply plates to both sides of truss 1 2 3 I diagonal or X-bracing,is always required. See SCSI. and fully embed teeth. TOP CHORDS 12. Truss bracing must be designed by an engineer.For wide truss spacing,Individual lateral braces themselves 0- 1B 4 may require bracing,or alternative Tor I bracing should be considered. ie 3. Never exceed the design loading shown and never � O stack materials on inadequately braced trusses. U 4. Provide copies of this truss design to the building 0 designer,erection supervisor,property owner and For 4 x 2 orientation, locate c7-s c5-7 c5-s 1,-- all other interested parties. plates 0- ''le'from outside BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 8. 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. * CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber Plate location details available in MiTek 20/20 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. i•Ji Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the 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. Use 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. II 18.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 41111.111* 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. environmental,health or performance risks.Consult'with If 1.--_, project engineer before use. Industry Standards: 19.Review all portions of this design(front,back,words ANSI/TPI1: National Design Specification for Metal hilland pictures)before use.Reviewing pictures alone is not sufficient. Plate Connected Wood Truss Construction. • DSB-89: Design Standard for Bracing. miTek 20.Design assumes manufacture in accordance with - BCSI: Building Component Safety Information, ANSI/TPI 1 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:Mil-7473 rev.5/19/2020