2005 - P09109 - new structure - Laserfiche WebLink

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i ! Job Truss Truss Type Oty Ply 110548281 R500947 14 ROOF TRUSS 1 1 Job Reference(optional) Stock Building Supply,Cedar,Mn.55011 6.200 s Oct 18 2005 MiTek Industries,Inc. Wed Jun 21 16:08:29 2006 Page 2 NOTES 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)WARNING:Required bearing size at joint(s)15 greater than input bearing size. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1502 lb uplift at joint 25 and 1879 lb uplift at joint 15. 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 10)Use Simpson Strong-Tie HUS26(14-10d Girder,6-10d Truss,Single Ply Girder)or equivalent spaced at 16-1-8 oc max.starting at • 3-11-12 from the left end to 20-1-4 to connect truss(es)KGR(1 ply 2 X 6 SPF) to front face of bottom chord. 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 20-11-12 from the left end to connect truss(es)J(1 ply 2 X 4 SPF) to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)257 lb down and 598 lb up at 22-11-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-84,2-5=-84,5-10=-84,10-12=-84,12-13=-84,15-25=-20 Concentrated Loads(Ib) Vert:16=-257(F)23=1877(F)17=-1875(F)26=-257(F) • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 11D7'EE REFERENCE PAGE 1411-7473 BEFORE USE. 14515 N.Outer Forty, Suite#300 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Chesterfield,MO 63017 Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage-delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component M Tek• Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719.