Laserfiche WebLink
Date :1/29/2024 <br />Job Code: PEGGY SHACKELFORD RP <br />5 of 7 <br />Rail Check (LRFD): <br />ROOF 1 1.4D :6 lb-ft <548 lb-ft OK <br />ROOF 1 1.2D + 1.6S + 0.5W :20 lb-ft <548 lb-ft OK <br />ROOF 1 1.2D + 0.5S + 1.0W :36 lb-ft <548 lb-ft OK <br />ROOF 1 0.9D + 1.0W (Up z1) :22 lb-ft <548 lb-ft OK <br />ROOF 1 0.9D + 1.0W (Up z2) :57 lb-ft <548 lb-ft OK <br />ROOF 2 1.4D :11 lb-ft <548 lb-ft OK <br />ROOF 2 1.2D + 1.6S + 0.5W :38 lb-ft <548 lb-ft OK <br />ROOF 2 1.2D + 0.5S + 1.0W :66 lb-ft <548 lb-ft OK <br />ROOF 2 0.9D + 1.0W (Up z1) :40 lb-ft <548 lb-ft OK <br />ROOF 2 0.9D + 1.0W (Up z2) :106 lb-ft <548 lb-ft OK <br />Attachment Check (ASD): <br />ROOF 1 1.0D + 0.6W :81 lbs <1325 lbs OK <br />ROOF 1 1.0D + 0.75*[1.0S + 0.6W] :65 lbs <1325 lbs OK <br />ROOF 1 1.0D + 1.0S :16 lbs <1325 lbs OK <br />ROOF 1 0.6D + 0.6W (Up z1) :46 lbs <707 lbs OK <br />ROOF 1 0.6D + 0.6W (Up z2) :123 lbs <707 lbs OK <br />ROOF 2 1.0D + 0.6W :150 lbs <1325 lbs OK <br />ROOF 2 1.0D + 0.75*[1.0S + 0.6W] :120 lbs <1325 lbs OK <br />ROOF 2 1.0D + 1.0S :29 lbs <1325 lbs OK <br />ROOF 2 0.6D + 0.6W (Up z1) :85 lbs <707 lbs OK <br />ROOF 2 0.6D + 0.6W (Up z2) :227 lbs <707 lbs OK <br />Lag Screw Uplift Check (ASD): <br />ROOF 1 Lag Screw Withdrawl Value =266 lbs 5/16 Dia. <br />ROOF 1 Lag Screw Penetration =2.5 <br />ROOF 1 0.6D + 0.6W (Up z1) : 46 lbs <665 lbs OK <br />ROOF 1 0.6D + 0.6W (Up z2) : 123 lbs <665 lbs OK <br />ROOF 2 Lag Screw Withdrawl Value =266 5/16 Dia. <br />ROOF 2 Lag Screw Penetration =2.5 <br />ROOF 2 0.6D + 0.6W (Up z1) : 85 lbs <665 lbs OK <br />ROOF 2 0.6D + 0.6W (Up z2) : 227 lbs <665 lbs OK <br />51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 <br />1222 S Sycamore St - <br />201824905/3/2024