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Plans (52) Th 1 s 00 ut g il p r,,-.par,ii f r 0it ....0[331.f'.3,r L 11pUil I,y i-.',1,:i I.ic 1.1.1rtier. ,rti7i '1 rass-IS: 2,,,FEER E.,- ;757CA71ICES 17111,S3 SPAN 20'- 31.0" :01n '.n- MAX MEMBER FORCES .41RATCF2Cd-).00 17C1 281 NESS 11>EIN IdnAD EGRATION INCREASE 5 1.112 1- 25f-'7n9, 2A1 7- S5(-21:11) 11:1 7- -to-, - o 11-1!2=( u1 4.5 BC: 2x1 ED1IF 11ISTE 210117ED 24.A" Q.c. 2- 15:-.970, 241 33-10,3 -3333) 1313 2- 9tff-1730) 613 11- hvof-2453 11 11E141:: lel 1-17,SE "TP1111 3- 15:- 31, 291. 12-11-f -348 130 9- 2-,-131) 13S 2-195(-119) 131 LOATING 15!--15)1,) 5.19 - U- -],-4) 4,17 19- )04tS! 947 'IC LATERAL scfpydpr -, I 2 f f ac. ,.,.1,. 2 .91,112( 7.0, 2' ' IdOED - 32.0 PSF 9- n- -894, 22i 12-135!-171, 721 2- -29. 157 r-175(-880) 241, 721, ON BOTICM OBOE:,- ,0.1. P417 11- 1 ( -IS) 4X TOTAL SOAF = 82.0 PSI 17)-15 (-131df 9S8 9- 3- Ai 102 33 Fr, Caager sp,c4. - 2,e apEroved plana 15-16-d-151! 621 3-125 -921i 215 Li , 25 r3F Drofind Snow I1011 1E-17-( -2E1 14 1,-12= 0, 120 UnI2alanter, Lice 243121, rave ",,an ooasideran Lox 211s oesign. LIMITED STORAGE DOES Ell APPLY 435 51 4412 SPATIAL REQUIREMENTS OEINC 1015 ANL 1RC 1,11) NOT 5E11211. MET. SEARING MAX VERT MAX HORZ BEG REQUIRED ERG AREA LOCATIONS REACTIONS 5C771- h4., SIZE SSIN. (SPECES) 120TTOM CHORD CHECKED FOR 1UP1iE LIVE LOAD. TOP f- .n" -105/ 87S, -221/ 22113 5.Su" 1 1I KNEE' 1 62X) AND NOTTWM CHOPS LIVE LOADS ACT NON-CONCREENTIAO. 2H 150" I_11 FDDF f REX) 11-04-11 9-06-05 11O1117. 2, id,331,111 check,/ for net(-5 no I f aclift at 21 "3327 soacing.1 VERTICAL DEFLECTION LIMITS: Lt7,12210, 111,-1,1110 3-05-12 4 0S 03 4-11-1S. MAX Li DEFL - -0.020" @ t:'- 11.1" Allowed= 1u00" / ••,,, ••r! 1,17.3).1 TT, DEFT, - -0.081" ff I - 11,0" A i a,....,1 = SHAI,N11111 I.1141,3ER IN ,)151 SERVICE CONDITIONS • 12.... Fr IIM-4x4 9.02 '7c1 9.2a, MAX NORIZ- Li DEI. - 0.8!C" 0 ?V- 9,2" 4.0" MAX 11:1211.EZ. it !!)11Ill - 0.7:3" 0 22'-- 0 .1.' N3.., De,i.gr. chan ff0rf. t v.of,i.0 0 nith-313331.te-3,h i sti h3g 11 , 13,.., ayster)and o,A1Donets and oladding aritaria. folonti3 143) foph, h-IS f t. TCDT,u1.2,33,1.FL o3.0, AFC E 7-10, 5 M-3 '4, f All Set ghts) Ea,i d i,..,, d:,r,.3, MW FPS 3f)i r 1,3.3ati dh.3,3ticvn 31.33t0r-1.v.,,1 i•1 N. N-3x4 F1.33 Ft.rticalfs) ate. 3,upc-3,30,3 to:3 wind,., 1 1 !!'75,,. iraas designed fc, 3..r.nd Ioaaa in sus pia. -'Ithe ttlftn u.fif.i. -‘11NN 11-3X4 z'X' I Z" 13 ., .. 3. .. .. ..•.• ,.. .. .. •.„, REPAIR:MODIFY THE BOTTOM CHORD PROFILE // i.) AS SHOWN BY REMOVING 10"OF FURRING ,-.. ..„, M•••0x4 :, 1 \ 1 ,, .•.• N., CAREFULLY REMOVE PLATES SHOWN IN(].APPLY A 2 X 4 DF NO 2 SCAB :2 1 1 I i ...// / .••, .. .. • .. .. --,e i.--- TO ONE FACE OF TRUSS_ATTACH WITH CLUSTERS OF(3)0.131"X 3"NAILS // .. , ,,..— .-- \.1 I// . TO EACH END. , .,. • ,--- '.--$•. • • c,4. -,, • i 1 ', : • i ,11111111U 6" , ] .N[ , ., .. K- 5k:if '..-'4n5, / 4....-.,,, / 2 M-0:y..F.,] 2x4 SCAB-----/ ,I, . 4. 4! .1, — 3-0E 3-05-10 3-05-02 1- 4-LT-03-09 2-. - 0 PROF ,, fvf.-f)t1-J fj 14-52-n .L_ —01. ;,. •,,..N— ,,..,,..:, Z.,..e If, ,i- ,e 89200PE I 20-li .000r-,00P" JOB NAME: 03 - D3 0 IZ. ,..,,, , OREGON -14/ . WARNINGS GENERAL NOTES unless ot.rwfse mied' ' yi A'... Nb‘ A. 1 1 euiiae,ancj eredico CO '1 should be to of al Genefai Notes 1 This oeeigil is based only:Ton Ifie parameters shown and is for an hadNiduai 4.5., *K1 a )-- 14,2- Truss: D3 1 end Warnings before construdion comrnences building component Appii,ahrlity of design parameters and proper . indOlninatiOn of component is the responsblity of the hdldidg designer : 1 2 2,4 compression web bre,,ng must be instaiiec where shown• 2 Design assumes the too and bottom chords to he laterally...I al i 3.Ado-iiiional temporaq bracing to ri.ire Aability during construa,n 2'o i,and at In'o,,fespertivolv unless braced throughout their length by I i IS the responsibility of the erector Additionat.rmanent bracing of connouous u.neont.SA,oS plywood stfeal..g(1(0anOnordfro.03()) f 1 the overall Snliditi,2 iSnIS feSSOnginisly of the building downer. 3'2,Impact.1:Iry or late.nrar,vg fenfared whew shown•• i 3 2 5 6 8.1 0 1 4 No:554 500001 be applied to any component unlit after ell treeing and .1 Insta,afion of trUSS IS the rearonsibility nf3he respective...rat.; , i fasteners are coroulete a.at.time should any loads gra.,tt,en Design assomes tivszes are to be used in a noncorrosive environment, .••• EXPIRES: 12/31/2017 TRANS TD: LINK I design lisads be aopfieen any component and aTi,for..dry common-o,use 6 Def,on assume,.te,bearing at all suopods shown Shim oi.Wedge a i : 5 CompuTrue hes no cont5ot 0,er ard assumes no resconsiti.ity fp,the ,• May 31,2017 ,,,,,!—ha. .,,,,,,,,....,,..,..!..,of pompon,. 7 Oesion assumes Selednete drainage is provided 1 f. This design is iurnished SOS-act to the:-mitations set forth Cy S.Mates shall be located or both faces of truss.and placed so their center • i TRW/MA in SCSI copies c!whiih will be f:i -coal,i,sned upon request tines-coal,with Jo--,ce inter lutes 9 Dig...odic.siae of plate m i MIT ek USA,Inn,Ccrivul roS 50500,e 7 69-11L)-2 For...cool/dor plate de,ion vimhesies see ESR-131 It.ESR-1965%M'., .•• Symbols Numbering System a General Notes PLATE LOCATION AND ORIENTATION Safety 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) Damage or Personal Injury Dimensionsmorilli are in ft-in-sixteenths. ( Iptoi6 Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS O-116e C1-2 C2_3 2. Truss bracing must be designed by an engineer.For 4 wide truss equi spacing,br ,or altern lateral braces themselves may require bracing,or alternative Tor I ci,Q bracing should be considered. •-� U 3. Never exceed the design loading shown and never * 4 2U stack materials on inadequately braced trusses- PI For 4 x 2 orientation,locate c7-a C6., O 4. Provide copies of this truss design to the building 12 C5.6 l- desi ner.erection sU emisor,property plates 0- ',dfrom outside BOTTOM CHORDS 9 P P P rty owner and all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 6 joint nd embed fulPlace plates on ly.K otsfacefa dswaat each ne at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSUTPI 1. connector plates. THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 7 Design assumes trusses will be suitably protected from Plate location details available in MiTek 20/20 i the environment in accord with ANSI/TPI 1, software or upon request. NUMBERS/LETTERS. 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 the plate 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 10.responCamber is a non-structural consideration and is the of truss fabricator, to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for earl load deflection practice is to the length parallel to slots. 11.Plate type,sizeorientation and location dimensions LATERAL BRACING LOCATIONindicated are minimum plating requirements. Southern Pine lumber designations are as follows: 12.Lumber used shaft be of the species and size,and SYP represents values as published in all respects:equal to or better than that �r Indicated by symbol shown and/or P specified. by text in the bracing section of the by AWC in the 2005/2012 NDS output. Use T or I bracingSP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft,spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings j (supports)occur. Icons vary but 16.Do not cut or alter truss member or plate without prior ■� reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. I.=.1 Min size shown is for crushing only. 11.11 NIB 45, • 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal hil Plate Connected Wood Truss Construction. 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. snot sufficient. BCSI: Building Component Safety Information, Fv11 fr . Guide to Good Practice for Handling, 1 i re I('' 20.Design assumes manufacture in accordance with Installing&Bracing of Metal Plate ANSITrPI 1 Quality Criteria, Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013