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05-4430
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05-4430
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Last modified
3/6/2009 3:43:42 PM
Creation date
3/16/2007 12:05:33 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
05-4430
Building Department - Name
MOORE,PAUL
Address
5116 RIDGE ST
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<br />ST87315 <br /> <br />AT3GE1 <br /> <br />'1" <br /> <br />PIGGYBACK TRUSS <br /> <br />,....,y <br />1 <br /> <br />.'y <br />1 <br /> <br />MASTER GARAGI:: BUILlJERS, FLORIDA <br /> <br />(optional) <br />4.201 SR1 e Aug 20 2001 MI ek Industries, Inc. Mon Dec 31 09:09:442001 Page 2 <br /> <br />NOTES <br />3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" <br />4) Gable requires continuous bottom chord bearing. <br />'1) Gable studs spaced at 2-0.0 oc. <br />.i) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 298 Ib uplift at joint 1, 214 Ib uplift at joint 13, 5 Ib uplift at <br />joint 21,90 Ib uplift at joint 23, 135 Ib uplift at joint 24, 25 Ib uplift at joint 25, 254/b uplift at joint 27,518 Ib uplift at joint 28, 83 Ib uplift at joint 20, 141 Ib <br />uplift at joint 19, 10 Ib uplift at joint 18, 244 /b uplift at joint 16, 521 Ib uplift at joint 15 and 50 Ib uplift at joint 26. <br />7) This truss has been designed with ANSlrrP11-1995 criteria. <br /> <br />LOAD CASE(S) Standard <br /> <br />A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. <br />Design valid for use only with MITek connectors, This design Is based only upon parameters shown, and is for an individuai building component. <br />Applicability of design parameters and proper Incorporation of component is responsibility of building designer. not truss designer. Bracing shown <br />IS for laterai :;upport of IndiVidual web members oniy. Additional temporary bracing to insure stability during construction is the responsibiilty of the <br />E>rector, AdrJltional permanent bracing of the overall structure is the responsibility of the building deSigner. For general guidance regarding <br />fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria. DSB-B9 and BCSIl Building Component <br />Safety Information available tram Truss Pi ate institute, 583 DOnofrio Drive, Madison, WI 53719, <br /> <br />14515 N, Outer Forty. @ <br />Suite #300 <br />'"'"'""", MO "'"" Mil <br />MiTek@ <br />
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