CANCELLED-2990 S Bradford Pl Unit# F - Plan

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Date :12/13/2023 Job Code: JOHANA ARITA 5 of 7 Rail Check (LRFD): ROOF 1 1.4D :11 lb-ft <548 lb-ft OK ROOF 1 1.2D + 1.6S + 0.5W :38 lb-ft <548 lb-ft OK ROOF 1 1.2D + 0.5S + 1.0W :66 lb-ft <548 lb-ft OK ROOF 1 0.9D + 1.0W (Up z1) :40 lb-ft <548 lb-ft OK ROOF 1 0.9D + 1.0W (Up z2) :106 lb-ft <548 lb-ft OK ROOF 2/3 1.4D :10 lb-ft <548 lb-ft OK ROOF 2/3 1.2D + 1.6S + 0.5W :37 lb-ft <548 lb-ft OK ROOF 2/3 1.2D + 0.5S + 1.0W :65 lb-ft <548 lb-ft OK ROOF 2/3 0.9D + 1.0W (Up z1) :72 lb-ft <548 lb-ft OK ROOF 2/3 0.9D + 1.0W (Up z2) :109 lb-ft <548 lb-ft OK Attachment Check (ASD): ROOF 1 1.0D + 0.6W :150 lbs <1325 lbs OK ROOF 1 1.0D + 0.75*[1.0S + 0.6W] :120 lbs <1325 lbs OK ROOF 1 1.0D + 1.0S :29 lbs <1325 lbs OK ROOF 1 0.6D + 0.6W (Up z1) :85 lbs <707 lbs OK ROOF 1 0.6D + 0.6W (Up z2) :227 lbs <707 lbs OK ROOF 2/3 1.0D + 0.6W :148 lbs <907 lbs OK ROOF 2/3 1.0D + 0.75*[1.0S + 0.6W] :118 lbs <907 lbs OK ROOF 2/3 1.0D + 1.0S :27 lbs <907 lbs OK ROOF 2/3 0.6D + 0.6W (Up z1) :154 lbs <931 lbs OK ROOF 2/3 0.6D + 0.6W (Up z2) :234 lbs <931 lbs OK Lag Screw Uplift Check (ASD): ROOF 1 Lag Screw Withdrawl Value =266 lbs 5/16 Dia. ROOF 1 Lag Screw Penetration =2.5 ROOF 1 0.6D + 0.6W (Up z1) : 85 lbs <665 lbs OK ROOF 1 0.6D + 0.6W (Up z2) : 227 lbs <665 lbs OK ROOF 2/3 Lag Screw Withdrawl Value =266 5/16 Dia. ROOF 2/3 Lag Screw Penetration =2.5 ROOF 2/3 0.6D + 0.6W (Up z1) : 154 lbs <665 lbs OK ROOF 2/3 0.6D + 0.6W (Up z2) : 234 lbs <665 lbs OK 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 2990 S Bradford Pl Unit# F- 101118790 & 201824634/29/2024