HomeMy WebLinkAboutB14-0153_3.7_1421429100.pdf 40,1 F
Job Truss Truss Type Qty Ply a •
ML07779 GRI Roof Special Girder 1 4411 1 11 11
Overholt Truss, Delta.Co 81416 LP el
ID:rfg9ZcmVny8PgT` Z id
LOAD CASE(S) Standard irri
1)Snow:Lumber Increase=1.00,Plate Increase=1.00 elm
Uniform Loads(plf) POP
Vert:1-5=-150,5-14=-150,7-14=-591,1-11=-20,7-11=-20
Concentrated Loads(Ib)
Vert:9=-3167(B) ci NIP
g)s- vie*
01/16/15 •
0 WARNING-Verify design parameters and READ ADIES ON TPUISAND INCLUDED MIIEK REFERENCE PAGE 411.7473 res 1/29/2814 BEFORE USE
Design valid for use only with MiTek 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 responsibillify of the Milt**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 Crtteda,DSB-89 and BCSI 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(SP)lumber is specked the design values are Mose effective 06/01/2013 by AL5C