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Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTA71ON � 13j4 Center plate on joint unless x y Failure to Follow Could Cause Property m offselsare Indicated. 6-4-8 dimenslansshownin ft�n sixtEenths Damage or Personal Injury G) Dimensions are in fl-in-sixteenths. fOrawngs not to scaler Apply plates to both sides of truss and fully embed teeth, 1. Ad6tionalstabitybracing For 1rua3wrem.e.g. m diagcnatarX-bracing,isaMrnysrequired See BCSI1. 2. Tr-As bradrig must be designed O 1/1 1 2 3 wide trust spacing,iidrriduuaerlloleral bracean englineet-For W ss themselves T TOP CHORDS mayreqube braeing,or allemative T.L or Eliminator r c l-Z C24 1'g should f:e considered. WEBS4 3. Never exceed the design loading Shawn and never O -qis stack materials on inadequately braced busses. W A _ ��' ; �v� a4. Provide copies at this truss design to the building A For 4 x 2 orientolion,locate O U = designer,erection supervfsor,properly owner and Lo Plates 0-'44'from outside a + u U all other interested parties. r1T �o edge of hues, 0.cxa c&r csa O S. Cut members to bear tightly against each other. Cis BOTTOM CHORDS , 6. Place plates on each face of truss at each This symbol indicates the Jpint and embed fully.Knols and wane of joint .�� required direction of sols in 8 7 6 5 locations are reWdoled byANSWIPI 1. connector plates. 7. Design assumes trusses vn7 be"VIDIF protected from 'Plate locallon dNalls available In Mlfek20/20 the environment in accord wrihANS]/TPI i. soflWare or upon request. 8. Unless olherwae noted,molsture content of lumber JOINTS ARE GENERALLY NUMBERED/LE7rERED CLOCKWISE shall not exceed 19%at Bme of fabdcatfon. AROUND THE TRUSS STARTINGA7 ME JOINT FARTHEST TO PLATE SIZE THE LEFF- 9. Unlessespressy noted,ft design is not applicable for s se wllh&e retardant,preservative treated,or green Nwber. The first dimension is the plate CHORDS AND ARE IDENTIFIED BY END JOINT 10.Camber is a non-sbuctwal ccnsxferalfon and b the 4 x 4 width measured perpendicular NUM BERSnETTERS.ERS. responsrbllty of truss fabricator.General prockceis to to slots.Second dimension is camber for dead load deftctlon. Me Length parallel to slots. I1.Plate type,sme,orientation and Jocailon dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indcated are minimum plating regsUemants. ICC-ES Reports; 12.Lumber wed shall be of the species and size,and In alrespecis,equal to or better than chat Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-3243,96a48, specified. by text in the bracing section of the 9543,96-31,9667A 13.Top chards mwl be shealhed or purins provided at output. Use T,I or Eliminator bracing NER-187,NER-561 spacing Indicaled on design. if indicated. 9511 a,e4-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracng at 111 ft.spacing, BEARING a>ea,if no telling Is installed,unless olherwfse noted. Indi15.Conneetiam not shown are the responsibility of others. (suP aces Location where bearings I&Do not cut or aker luras member or late wilhcul rior [sear s occur. Icons vary but T3 2006 MiTekO All Rights Reserved approval of an engineer, p p reaction section Indicates joist number where bearings occur. 17.Install and load vertfcaly unless indicated otherwise. I B.Use of green or heated lumber may pose unacceptable environmental.heafih air performance risks.Consult with Industry Sfanda►ds: prefect engineer before use. SI/fPl l: National Design Specification fcr Metol 19.Review arportionsof this design[front,back,words Plate Connected Wood Truss Construction. s Tis and pictures)befcne use.Revlewngpictures done D 9: Design Standard for Bracing. is not suiRclent. m C 1: Building Componenl Safety Information, 20.Design assumesmamftcture In accordance with Guide to Goad Praclice for Handling, Pt7fT/ R Tis AERFl7iQM." ANSI/TPI t Qvally Crlterta. m Installing&Bracing of htetat Ptofe W Connected Wood Trusses. &Wek Englnessing Reference Sheek MR-7473 CS) W