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Date :2/21/2023 Job Code: WILLIS WU 6 of 7 Roof 2 1.0D + 0.75*[1.0S + 0.6W] : 116 lbs <803 lbs OK Roof 2 1.0D + 1.0S : 27 lbs <803 lbs OK Roof 2 0.6D + 0.6W (Up z1) : 165 lbs <803 lbs OK Roof 2 0.6D + 0.6W (Up z2) : 250 lbs <803 lbs OK Lag Screw Uplift Check (ASD): Roof 1A Lag Screw Withdrawl Value = 266 lbs 5/16 Dia. Roof 1A Lag Screw Penetration = 2.5 Roof 1A 0.6D + 0.6W (Up z1) : 165 lbs <665 lbs OK Roof 1A 0.6D + 0.6W (Up z2) : 250 lbs <665 lbs OK Roof 1B Lag Screw Withdrawl Value = 266 5/16 Dia. Roof 1B Lag Screw Penetration = 2.5 Roof 1B 0.6D + 0.6W (Up z1) : 165 lbs <665 lbs OK Roof 1B 0.6D + 0.6W (Up z2) : 250 lbs <665 lbs OK Roof 2 Lag Screw Withdrawl Value = 266 5/16 Dia. Roof 2 Lag Screw Penetration = 2.5 Roof 2 0.6D + 0.6W (Up z1) : 165 lbs <665 lbs OK Roof 2 0.6D + 0.6W (Up z2) : 250 lbs <665 lbs OK Framing Check (ASD): Roof 1A uni 1.0D + 0.6W : 594 lb-ft <3247 lb-ft OK Roof 1A uni 1.0D + 0.75*[1.0S + 0.6W] : 528 lb-ft <3247 lb-ft OK Roof 1A uni 1.0D + 1.0S : 330 lb-ft <2334 lb-ft OK Roof 1A uni 0.6D + 0.6W (Up z1) : 209 lb-ft <3247 lb-ft OK Roof 1B uni 1.0D + 0.6W : 645 lb-ft <3247 lb-ft OK Roof 1B uni 1.0D + 0.75*[1.0S + 0.6W] : 579 lb-ft <3247 lb-ft OK Roof 1B uni 1.0D + 1.0S : 381 lb-ft <2334 lb-ft OK Roof 1B uni 0.6D + 0.6W (Up z1) : 179 lb-ft <3247 lb-ft OK Roof 2 uni 1.0D + 0.6W : 418 lb-ft <634 lb-ft OK Roof 2 uni 1.0D + 0.75*[1.0S + 0.6W] : 370 lb-ft <634 lb-ft OK Roof 2 uni 1.0D + 1.0S : 224 lb-ft <456 lb-ft OK Roof 2 uni 0.6D + 0.6W (Up z1) : 165 lb-ft <634 lb-ft OK 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 3218 S Manitoba Dr03/09/23