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Plans (2) \r �t3 1 III '' .1 "1i i! R I( 114 e1 #{.3' r -� 1 soli' Mr, sue, r __ !!C,`�i © = 46w0t a tmtie FliFt _ ."Lit', `6i,•' I /79 WILLiOMUYIQV Y 44 :.Ar'QN6010.," CO0EXTD - A 2.REMOVE TRUSS DIAGONALS/VERTICALS'' XnxOM COw WV*LOMB K�y ,�EpEo PROiEss (EVERYTHING EXCEPT THE TOP PLATE) H£ EXTENTS OF G.T.TO BE CUT SHALL TERMINATE W�No o> AT THIS SPAN OF THE TRUSS Y AT FACE OF AS-BUILT PERPENDICULAR TRUSS. 93737 PE_ AM)INSTALL NEW 4X6 UNDER TOP r, /I FASTEN NEW LVL AND PERPENDICULAR TRUSS _ -c PLATE.FASTEN 4x6 BACK TO LVL w/1/4"x 6' m VERTICAL TOGETHER w/(6)1/4"x8'LONG SIMPSON . �oaeaory 1 LONG SIMPSON SDS SCREWS 12'o.c. ,e fT.02R.0c ti SDS SCREWS(3 FROM EA.DIRECTION).NEW yo/qs�to%16+� A 0' F SCREWS TO BE INSTALLED SHALL GO THROUGH .1 w0. CI I = 01 CPC EE0VER 11 aefr0 ,,,,,VAS-BUILT TRUSS TOP CHORD.CONTRACTOR SHALL MIRES •x "' 2..1E0.11 = MS0000 TOO LRWS WNaOVERIFY THATAS-BUILT TRUSS HAS TRUSS `" SXER1100 0000ro. vERrIWL Y o 61 003VP}SREciBE£ _ R W Ia�:DN,S y " �^•R Oi VERTS/BLKG AT HANGER CONNECTION. Loc E 02000010014 4. qr SCRHk 021.0C.VA% O ! I O -. � ".®DDRar —— ,V ,• GMaRIM 12 la'/ 11 .. GM END J II m N e 01}fUL 0. MDTRUSE e -E DID TRUSS AL ►--a:r '� m uL,3 .r— ia 4.0pp I _' 0 6 �D $O '� `� —)� Fi.02R OC. XO r' I' I I�� 1 BEFORE CUTTING EXIST.FLOOR G.T.: E x I h"T l SISTER EXISTING FLOOR C.T.TO NEW 3 —R III /—\3' L 1_ I 12"x 91/7 LVL BEAM w/1/4"x 6"LONG ®�° SIMPSON SOS SCREWS THROUGH TOP CHORD OF TRUSS fp 12"o.c. C o � u 7 C� BOA ,.err.02E OO.CAM J a aE Ir _ / :10 ▪ CI SHOR ORLLExr 1..-▪ CI � OFfWNOS MP UNC. CO FIRST FLOOR NORTH B460-A FRM-2 ALLSTONE LPORTLAND 111-1 MiTek8 MiTek USA, Inc. 250 Klug Circle 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. <c-,40 PROFec,0.0 LSI el-GINE�9 89200PE 94 OREGON 4W¢ '4 .41Y Y14,2.0' .. FPRO- 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 ANSIITPI 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 ANSI/TPI 1,Chapter 2. Job Truss Truss Type Qty Ply WEEKLEY HOMES-TH 5460 A LOT 1 FLOOR 2835980 FT06RR Floor 4 1 K10791507 Job Reference(optional) Buaders FseLSource Truss,Beaverton,OR 97005 8.430 s Aug 182021 Welt Whiskies,kc.Mon Dec 8143198 2021 Page 1 ID:HChu OzgoO3-t79vX111p7 X I 1-6-8 I 2-6-0 I I 1-3-12I I 2-0-0 110-9-12 I I 1-7-4 I Scale=1:30.9 FIELD REPAIR FOR 3-7-0 FIELD STUB AT LEFT END. CUT IN 2X4 DF#2 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 II 4x5= 2x4 I I 3x4= 3x6 FP= 2x4 II 4x5= 2x4 II 1 2 3 4 5 6 7 84� 9 10 11 12 . + + + li rog iririreivaraiiiiiti,-Milljil ill 6 sil I ►� *MI a 2X4 21 20 19 18 17 3x4= 16 15 ��� 13 3x6 FP= 6x8= 21� II 4t� II 3x4= 4x5= 3x10= 4x5= 9-3-12 10-3-12 11-3-12 17-5-4 21-10-4 58-12 i 1-0-0 I 1-0-0 I 6-1-8 I 46-0 Plate Offsets PLY)-- (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,Edgej,[17:0-3-0,Edge1,[18:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell 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 BCOL 5.0 Code IBC2018/TP12014 Mabix-S Weight:93 lb 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 purlins, BOT CHORD 2x4 DF No_1&Btr G(flat) except end verticals 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 No2(flat) 6-0-0 oc bracing:13-14. REACTIONS. (Ib/size) 13=-47/Mechanical,14=1381/0-5-8,22=667/0-4-8 Max Uplift 13c-227(LC 3) Max Gray 13=148(LC 4),14=1381(LC 1),22�68(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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 9-14m-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 girder(s)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. ri�D P R OF es This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. :c., FS 6)Recommend 2x6 stronghar lcs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. ��\Oj� !_`G I N E - s/0 Strongbacks to be attached to walls at their outer ends or restrained by other means. v`'� c 7)CAUTION,Do not erect truss backwards. K- 89200PE �G 4OREGON ��Q /O '4y14,20 >;i+ 'yERR►O- 0 RENEWAL DATE: 12-31-2021 December 6,2021 MIMS mil ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE Design valid for use only with MiTeMb comleectors.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 Ibis 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 k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �r f�ii��rn� fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSIT Pl1 Quality Criteria,DSB-89 and SCSI Building Component 250 Khig Circe Safety Information available from Truss Rate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 • Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 8 4 6 _3 _1 / Center plate on joint unless x,y - - 3 dimensions shown In ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury EN Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g. I� Apply plates to both sides of truss 1 2 3 diagonal or X-bracing,is always required. See SCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer.For 4%4 wide truss spacing,individual lateral braces themselves 0-1/16" 4 may require bracing,or alternative Tor I j bracing should be considered. p3. Never exceed the design loading shown and never U ILIIIIMIlitti O stack materials on inadequately braced trusses. tZ a 4. Provide copies of this truss design to the building designer,erection supervisor,property owner and For 4 x 2 orientation,locate C7-8 c6-7 C5-6 O� all other interested parties. plates 0- 'r+e'from outside BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 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. 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. , 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. 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 *MO 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. -ill.,s; environmental,health or performance risks.Consult with ►—_-4 10.-7.--.1project engineer before use. and pictures)before use.Reviewing pictures alone is not sufficient. Industry Standards: 19.Review all ponions of this design(front,back,words ANSIITPII: National Design Specification for Metal Mil Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. 20.Design assumes manufacture in accordance with BCSI: Building Component Safety Information, ' a, ANSI 1 Quality Criteria. Guide to Good Practice for Handling, M21.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