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HomeMy WebLinkAboutPlans (123) Job truss Truss type Qty Ply O'Reilly's#2528 Tigard,OR 0R2528 T-1NEW FLAT 1 1 Job Reference(optional) LOAD CASE(S) Standard Except: Uniform Loads(plf) Vert:1-23=-64,23-24=-112,8-24=-64,10-19=-10 3)Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-23=-54,23-24=-102,9-24=-54,10-19=-10 4)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-22=-100,22-23=-54,23-24=-102,24-25=-54,9-25=-100,10-19=-10 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-23=-24,23-24=-72,9-24=-24,10-19=-30 6)Dead+Snow on Overhangs:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-23=-24,23-24=-72,9-24=-24,10-19=-10 7)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-23=-24,23-24=-72,9-24=-24,10-19=-10 8)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:22-23=-64,23-24=-112,24-25=-64,10-19=-10 Trapezoidal Loads(plf) Vert:20=-62-to-1=-59,1=-123-to-22=-64,25=-64-to-9=-123,9=-59-to-21=-62 Truss Loads Used (Trusses @ 24" o.c. max) Roof Live Load = 20psf @ 1.25 DF Roof Snow Load = 20.0 psf @ 1.15 OF Roof Snow Drift Load Left End = 30.8 psf to 0 psf from 0'- to T-0" Roof Snow Drift Load Right End = 0 psf to 30.8psf from 38'-7" to 45'-7" Mech Unit Load of 570# over (4) Trusses from 20'- 6" to 24'-6" (4`-0") Mech Unit Calculation = 578# / 314.0' = 48ptf over 4'-O" Page 9