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Luis Labrada <br />809 Bowsprit, Suite 105 Project: Ross Common <br />Chula Vista, CA 91914 Engineer: A.H. <br />Phone: (619) 370-9515 Date : 10/19/2023 <br />N= Number of Bolts <br />Bolt Dia.= 1/2" Dia. A307 BOLT N= 4 <br />Ref. Table 12B Lateral Design Value * Per NDS 2018 <br />Capacity =510 Lbs. <br />74 Lbs. <br />510 >74 OK <br />N= Number of Bolts <br />Bolt Dia.= 5/8" Dia. N= 4 <br />Ref. Table 12.B * Per NDS 2018 <br />Capacity =830 Lbs.1/2" Dia., 5" Embeded, 4" Apart <br />74 Lbs. <br />830 >74 OK <br />Use: <br />Bolt Uplift = C / N = 294.9 Lbs.= <br />4 <br />(4) - 1/2" φ THRU BOLTS <br />AWNING ATTACHMENT CALCULATION <br />SHEAR VERIFICATION <br />Bolt Shear = W / N = 294.9 Lbs.= <br />4 <br />TENSION VERIFICATION <br />sZ <br />Page 12 of 19 <br />HOLD - 1223 N Ross <br />St3/4/2025