HomeMy WebLinkAboutB14-0153_3.9_1421429100.pdf 4041 OFpal
Job Truss Truss Type 'Qty Ply a +
ML07779 GR2 Flat Girder 1
4111 II 1 0 11
Overholt Truss, Delta.Co 81416
ID:rfg9ZcmVnyf
LOAD CASE(S) Standardrri
Concentrated Loads(Ib) Nal
Vert:4=-1371(F)9=-1371(F)10=-1371(F) Ps..
Cr
g)-T CI 0 3 Vie*
01/16/15
A WARNING-Verify design parameters and READ NO TES ON IRIS AND INCLUDED MIIEK REFEREN2 PAGE M11-1413 lea 1/29/281d BEFORE USE •
Design valid for use only with M1ek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design parameters 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 Me •
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,055-89 and SCSI Building Component 7777 Greenback Lane,Suite 109
Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610
N Southern Pine(SPF lumber is specified,the design values are those effective 06/01/2013 by MSC