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<br />-'Job <br /> <br />Iruss <br /> <br />Truss I ype <br /> <br />Qty <br /> <br />PlY <br />1 <br /> <br />ST87315 <br /> <br />B1GE <br /> <br />PIGGYBACK TRUSS <br /> <br />s, ~~"'~~ <br /> <br />(optional) <br />4.Z01 ::it<1 e Aug 202001 MI ek Industnes, Inc, Mon Uec 31 u"':'l6:.14 z001 Page 2 <br /> <br />NOTES <br />3) Gable requires conlinuous bottom chord bearing. <br />4} Provide mechanical connection (by olhers) of truss to bearing plate capable ofwilhstanding 257 Ib uplift at joint 1, 162lb uplift at joint 13, 71lb uplift at <br />Joint 22, 60 Ib uplift at joint 26, 6181b uplift at joint 27, 631b uplift at joint 25, 1311b uplift at joint 24, 120 Ib uplift at joint 23, 661b uplift at joint 20, 1221b <br />uplift atjolnt 19, 1361b uplift at joint 18,52 Ib uplift at joint 17 and 6141b uplifl at joint 15, <br />5} This truss has been designed with ANSVTP11-1995 criteria. <br /> <br />lOAD CASEIS) Standard <br /> <br />~~ <br />MAR f 2 2002 <br /> <br />A WARNING - V.rify .....".. para....t.... and BAD NCYI'aS ON THIS AND REVERSE SlDa BaFaRE UU. <br />OeslQn valid for use only wnh MlTek connecfolS, This design Is based only upon parameters shown, and Is tor an Individual building component to be <br />Installed and loaded vertically, Applicability at design parameters and proper incorporation of component Is responslbllny of building deslQne, . not truss <br />deslQner, Blaclng shown Is fOI lateral support at individual web membelS only, Addnlonal tempolary bracing to Insure stabllny during construction Is the <br />responsibility at the erector. Addnlonal permanent bracing of the ove,aH structure Is the responslbllny of the building deslQner. For gene,al guidance <br />re<;lardlng tab'lcatlon, qualny conlrol. storage, delivery, erection and bracing. consun QST.88 Qualny standard, 058-89 Bracing Speclflcallan, and HIB-91 <br />Handling Installing and Bracing Recommendation available from Truss Plate institute, 583 D'Onofrio Drive, Madison. Wl53719, <br /> <br />III" <br />MiTek@ <br />