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Symbols A General Safety Notes <br />PLATE LOCATION AND ORIENTATION <br />< lq;Cenler plate on joint unless x, y <br />offsets are indicated. <br />Dimensions are in fl-in-sixteenths. <br />Apply plates to both sides of truss <br />and tully embed teeth. <br />I 6-a-8 I dimonsions shown in ff-in-sixtesnths Failure to Follow Could Cause Property <br />Damage or Personal lniury{Drawings nol io scale) <br />TOP CHOROS <br />1 . Mditional ltabilry br.o.g lor truss syslom. €.9 <br />diagonslor X-blacing. rs arway! rcqutred. S€a BCSI <br />0-1rs"4 <br />Tru3s &acing must be d.sign.d by an 6ngin6.r. Fo. <br />wide r!3s spacing, indivldual lal6€l brscos Uiams€lvos <br />m.y rcquiro braclng, or alernaliv€ Tor I <br />bracin! should b€ cons'dsrcd. <br />o <br />u.oI <br />o-o <br />ovoIo <br />o-oF <br />3, N6ver 6rc6€d tho dosqn k ading shown and n66. <br />slaci malorials on nade$Jaloly bEcod Euss€s. <br />4. Provide copi€s ol lhis lruss dssign to lho bu,lding <br />d63ign€r, 6rcction supo.visor, pmp€dy owner snd <br />all oth€r inlsrssted pa.lrss- <br />For4 x 2 orientation. locate <br />platss 0- ','d' from outsido <br />edge ot truss.8 <br />BOTTOM CHORDS <br />7 6 5 5. Cur m6mbe6lo bear trghny agarnsl each other <br />This symbol indicates the <br />roquired diroction of slots in <br />connector plalos. <br />JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE <br />AROUI{D THE TRUSS STARTITIG AT THE JOINT FARTHEST TO <br />THE LEFT. <br />5 Pla.a plales on sach tac6 ot lruss et 6ach <br />ioanl and emb€d tulry. Knols and wane 3l tornt <br />localions are legulared by ANSWPI 1 . <br />CHORDS AND WEBS ARE IDENTIFIED BY ENO JOINT <br />NUUBERS/L€TTERS, <br />7. Desrgn assumes ltusses *rll be surtably oror6d6d lom <br />lh. onv'rcrm6nl rn a@rd wnh ANSI/TPl 1 <br />'Plate locatlon d6tails avallablo ln MiTok 20/20 <br />sofrware or upon requsal.I Unl€ss othoMis€ nol6d, molslur€ conlonl ol krmb€r <br />shall nol 6,rcoed 19% at lime of fabricaton. <br />PLATE SIZE PROOUCT CODE APPROVALS <br />ICC-ES Roports: <br />9. Unle:s exp63sly nol6d. this dssign is nol applrc3blo tor <br />u!€ wiin nr€ r€ia.danl. pro!€rv.liv€ t oalod. or gr€€n lumb€r <br />4x4 The first dimension is the plate <br />width measur€d perp€ndicular <br />to slots. Second dimension is <br />the length pa.allel to slots. <br />ESR-131 1. ESR-1352, ESR1988 <br />ER-3907, ESR-2362. ESR-1397, ESR-3282 <br />10. Cambe, is 3 non-stBclual considoralion and iE th€ <br />r6sponsibilry ot hrss tabncalor. Gsn€.al p.actico i. lo <br />@mber ro. de6d lo€d d,of€ction. <br />1 1 Plate typ€, size, on6ntation and localion dimonsions <br />indic€iod slo minlmum piating roquirc,Dsnls. <br />LATERAL BRACING LOCATION <br />1 2. Lumber ussd shall b€ o, th6 sp€cr€s ahd size, and <br />in all rssp€cls €qual lo or bansr lhan lhal <br />lndicated by symbol shown and/or <br />by text in th€ bracing soclion of lh€ <br />outpLrt. Use T or I bracing <br />if andicated. <br />Soulhcm Plna lumber da3lgnatlon3 c as follow3: <br />SYP ropresenls valuos as publrshed <br />by AWC in th6 2005/2012 NDS <br />SP ropres€nls ALSC approv€d.hew values <br />wilh effective dete of June 1. 2013 <br />13. Top cttor& must b6 shgath€d o. pudins providod at <br />spacjng indlcat€d on dosign. <br />AEARING <br />14- Bottom chonls rcqliro latoral bracing 5t 10 n. cpacing, <br />or loss, if no c€ilif,g is insiallod. unl6ss olh€lwi!€ nol6d <br />1 5. Connecnons not shown arc lho responsibir'iy ol orhers <br />lndicates location where beanngs <br />(suppo.ts) ocqrr. lcons vary but <br />reaction section indicates joinl <br />number where beadngs occur. <br />Min lize shown is br crushirE only <br />@ 2012 MiTok@ All Rights Reserved <br />1 6. Do nol cul or alter lruss momb€. or plal. wthout pno. <br />approvalo, an engl.e€r. <br />17. lnstalland load vgnically unless ndicaled olhorwiseII <br />I <br />k <br />16. U3€ ol gre€n or t6aled lumbo. may pos€ unaccoplabl6 <br />onvimnmenlal, h€alth or p€rlormEnc€ dsks, Cone{]li with <br />p.qecl ongrn€or beioro us€ <br />lnduslry Standa.ds: <br />ANSI/TPI1: Nalronal Design Specilbation for l\Ltai <br />Plate CortrI ected Wood,Truss Constluclion <br />DSB-89: Oesign Slandard lor *acing.BCSI: Building Component Sfety lntonn idn. <br />Guido lo Good P.attice for Handliig. . <br />lnstalling & Bracing of lrrbl Plato <br />Connecled Wood Trusses. <br />19. R.vi6w a[ ponions ol thE d€6rgn (rronl, bach, words <br />and plclur6) botors uso. Roviowing palu.€s slone <br />Te <br />MrT€k Engrneen <br />III <br />WEBS <br />E <br />rII <br />- <br />C' <br />Sheel: Mll'7473 rev. 01/29/201 3 <br />20. Oosign essuno3 rnanulacluro in accordaoco wllh <br />ANSnPI1Oualityc 6na. <br />ln( <br />Numbering System <br />31 <br />i <br />i <br />('-:t <br />l