Loading...
Plans M67-2 /8" cos- - cis 2ssw �4v t '//e INN INN it !►gaf ,OR ct7 22"1 MiTekg MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: B5 REPAIR ROOF DESIGN INFO The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K5656626 thru K5656626 My license renewal date for the state of Oregon is December 31,2019. 4.(<- R‘tp PR Opt �tyGlNE�c9 Q 89200PE FCr t' 4 OREGON\I), ki <O qy t4, 2° 4 �- 1 January 28,2019 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. This design prEma,..-E9d from computer input. by • . PaGifi, Lulfb . and Truss-HO LINEER SpECI Rif:AT-IONS TRUSS SEAN 24'- 0.0" IBC 2015 MAX MEMEER FORCES 4WRiGDF/Cq.=1.00 TO: 204 DE #11BTR; LOAD DURATION INORF.ASE 1.10 [Non-Rep) 1- 2-( 0) 36 2-109,(-1232) 5438 10- ...,--: -276) 1422 9-159,(-4633) )019 1 .219 DR SS T2 SPACED 24.0" C,.C. 2. 3.., -.9778) 1,,24 10-11,(-1940) 1729. l - 41-2' 2) 706 1S- 9.,-.( -112) 46 EC: 2xe DE SS 3- 4.9(-5435) 1(90 11-12.,(-2244) 9BOS 4-11.=( -216) 19.-02 SEES: 204 DISTAND 1!)TI')" :3- 9,,,( 0) 0 12-(3.-.“-2'24) 7320 11- ,...- -2214) 40') LL( 25.0)9D1( 7.0) ON TOP ,920R1 .-,- 32.0 PSE 4- 2--.(-7914) 1918 13-14,.(-1724) 7520 "-(2-) -846) 288 TC, LATERAL 5000O0T 4- 12"0,79. UON, DS ON BOTTOM CHORD - 10.0 PSE R- 7-(-91434) 2245 14-1-S,,( -990) ::914 12- 7-=. -S22) 2040 NO LATERAL SUPPORT ,.-.,--- 120C. 008, TOTAL LOAD - 42.0 (SF 9- 8- -41121 920 13- 7- 0) 146 5- 08( -:s0) 36 -?-11.9, -4536) I240 __,______________,___________________ Li - 25 PSE ci,9,1nd Snow (Pg) 14- 6.9.( -969) 2700 NOTE: 2,4 E.PAcINC, AT 240' uoN. FoN 5,'IL, T. COW LL-,DL= 981.0 LES @ 1)'- 9.0" ALL FLAT TOP CHORD AREAS NOT stiFATHED ADDL: TC. OONC LL.IL.,. 522.0 55.9 @ 14'- ().0" BEARING 1.IAX 7101 (-(Al HORS' ERG REQUIRED BRG AREA ________,___ ADM,: 79 CONC. LL+Diu 522.0 LES @ 16.- 0.0" LOCATIONS REACTIONS RA,Tiow5 SIZE $0.18. (SPECIES) RDDL: 10 coNC LI'DL- .98:3.0 110 @ 18'- 0.0" 0'- 0.D" -'Cl/ 2204V -25/ 812 9.50" 3.53 DE ( 627j OVERHANGS: 12.0" 0.0" 24'- 0.0" -6C/ 293999 0! 02 5.5 0'. 4.91) DE ( 825) IDITTED STORAGE bOES 140T APPIX 1.,78 To THE SPATIAL REQUIREMENTS OE 2.08 2015 AND IRC 2011 NOT BEING MET. 11-1.5x4 0 r equal at rifrt-stauct,za1 k'NI. 2: DeSigh d9,-.9-1'..,d f...f net!...5 9,,,,f 11197i7t at 9,4 "05 65acil.i. ical membe ( BOTTOM 9209.7 9952.19ED FOR 108SE LIVE LOAD. TOP Non). vertr. AND BOTTOM CHORD LIVE LOADS ACT N0N-19085U80 ENTLy. VERTICAL DEFIECTION LIMITS: 1.1.--9L/24,9, 11=,.L/150 I(AC LL DUI, . 0.001" 9, -1.- 0.0. Allswed .9 9.100" ( 2 ) ,fornplete tru.s.,e.9 regNired. MM. TL (.RFEP .1E,FL -9. -0.001" 0 -1.- 0.0" Rllow,9i"..t.t.ac 9 2 ply with 3".<.131 DIA IN 113. nails sta39e0.,1: 9" of 191 1 ruw(,) thruNghout 2x.4 tgp fhurd6. 9" ,9.99 in 2 sow(s) throughfut 2x,9. top fhords, through9ut 29_6 bottom 9!f.ord,., 9" 9f in I. ro9r(s) thr9,g1999“. 2x4 webs. REPAIR:FLAT TOP CHORD HAS 1,5"DEEP X 1.5"WIDE NOTCHES EVERY 240.C. ND ARE NOT OVERNOTCHED 70 A0P1P3L1Y..)(2 X3!)NDAF I LI ISNC 2A BR(OS)TsOs EPAACC HE DF AC CE OF O.C.T RSUTSASG.GAETRT ANCA HI L Ws PI TAHC I N G 1,,,K LL DEFL u 0.130" 0 1.3.- 4,2" Allowk-A = 1.154 NOTCHES ARE CLEANLY CUT A MAX TL CREEP DEFL . -0.529" 0 13.- 4.2" Allowed . 1.539. MAX HOPIZ. LL (NFL 9.. -0.025" @ 2 '- "i.F.." MAX HORIE. TL D(-FL = 0..28,2" ., 29'- R.5" / (FROM FRONT FACE AND BACK FACE FOR A NET 2"0.0 SPACING IN THE TRUSS. 7e9i0n c9nfouw9 t.9 niain windforce-re,isting: USE 2"MEMBER END DISTANCE. ,yftem and sumpunents and i9la4ding 9,iteria. Wind: 14..} mph, 7-21.2ft, TC9D1,4.2,St1901...9.19, A.,9CE 7-10, 12-70 12-00 (All Heights'), En:91.rDse..d, 'Sat.), Exp.8, MFRS(Di I, f f' 1' load du r ation fa utor,--1,6', End ve.rtifal(,5) are 00.2o,ed 1> wind. 6-06 3-03-06 2-02-10 1-04-04 4-07-12 3-0)-14 2-11-02 A 1. A / A i i' ,r TAN,., ,. ...,:-91grx-ld to ,,ind loads in the plane ,Df the trusr; 9nly. 7-02-04 :1 ---1' r991# 522# ir9E,L,# 12 . 4.0071,1-4x4 +5224 1.5"x1.5"NOTCH TYPICAL - 11-4 x3 -7---M-6x0 M-5x1.2 14.- x6 M-1.5x:3 4 ‘ S • • -1 ....- -.a ., .. .. . .. . . o477e..,• ...40, , ....-.Ir .,-„, . ravAr.ii/ . _ ,..0 ' Yrdr '-Wife /lir LI-) = i I im _ini ml kii. 4 _ -. IN ,.; 1 .; ;I' 10 il 12 11 19 0 1.1-?X8 -M-u:'4 - . -M-4X4 ', Al 14-1.'6 x3 M- 56. 1,1-6.y.6 1,1-7z6(S) ,6 ./. ,1, .1' ..1. ,L• ,I. („v0 PRO .c, vA-1 6-00 3-06-14 2-06-14 4-c4-©4 2-09-06 3-02-10 ; ,F.... 1-DO 24-10 zsr w $9200PE v . . JOB NAME : B5 REPAIR - B5 .... S.ale: 0.29.97 WARNINGS: GENERAL NOTEN, unless otheINVi6G hated 0 CC 1,Bader and erection contractor ehould be advised of all General Notes 1,This design is based onN upon the parameters shown and 4 for an Inclivicb al -:2_ 4.1 OREGON Truss: B5 and Warnings before con:M.8w commences. building corm onent.Ap plca bay of design parameters and proper incorporation of component is the responsibility of the building designer. 2.2x4 compression web bracing must be installed where shown+. 2.DeNgn assumes the top and bottom chords to be laterally braced at 3.Additional temporary bracing to insure stebility during construction /647 \ 4 z me.and at 1Di as.respectively unless braced throughout their length by . k 14. 2P is the responsibility of the e rector.Additional Wrmenent bracing N continuous sheathing such as plywood sheath ing(TC)anctior drywall SC). Rli I 0* DIAfE: 1/26/2619 Me overall stiucture Nth>resew sibity of the bulking designer. 3.2x Impact bridging or lateral bracing required where shown++ SEQ. : K5656626 4.Na load should be applied to any component until after aN bracing and 4.Installation of truss is the responsibility of the iftspect),e contactor, fasteners are tompleN and at no time should any loads greater than 5.Design assumes trusses are to be used in a noncorrosive environment. and are for tdry condition'Ouse. TRANS ID: LINK design bads be spitted to any component. t D S.Design assumes full bearing aall supports show.Shirn ar wedge tf EXPIRES: 12-31-2019 5.Com puTrus has n a control over and assumes no nap onsibilty for the neceimry. fablcatiodhandWgishipmedandWationecomponentft 7,Design assumes adequate drainage is provided.ThisJanuary 28,2019 R. design is furnished subject to the liMitatiOne set forth bp8.plates shaftboth la be located on ces otters.and placed so their center TEINVICA in SCSI,copies of which Wil be furnished upon request. Ines coincide wih joint center tines. 6.Digits incicateste Opiate in inches. MiTek USA,Inc./CornpuTrus Software 7.6.8(1L)-E IS,For basic connector ybte design values one ESR-1311,ES RANEE(Weft) Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 3(4' Center plate on joint unless x,y p Y offsets are indicated. (Drawings not to scale) Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. O�r16n 2. Truss bracing must be designed by an engineer.For 111N01 wide truss spacing,individual lateral braces themselves �_� may require bracing,or alternative Tor I bracing should be considered. O 1111111 O � O 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. I— p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 BOTTOM CHORDS C5-8F- designer,erection supervisor,property owner and plates 0 rrs'from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIITPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is thelate 4 x 4 width measured p 10.Camber is a non-structural consideration and is the perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362, ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11,Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Trusses are designed for wind loads in the plane of the specified. 4;i Indicated by symbol shown and/or 9 by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. tIMIIIIIIPPreaction section indicates joint �� number where bearings occur. MIN MI 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. o ; 18.Use ofreen or treated lumber may y pose unacceptable -'� environmental,health or performance risks.Consult with Industry Standards: ANSI/TP11: National Design Specification for Metal project engineer before use. 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. Mill is not sufficient. k q. BCSI: Building Component Safety Information, ite 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate ' Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015