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DOUG RISK RES <br />610 E SANTA CLARA AVE, <br />SANTA ANA, CA 92706 <br />CONNECTION DESIGN <br />DESIGN LATERAL FORCE 241.102 <br />USE LAG SCREW 5/16" INCH <br />CAPACITY PER ONE SCREW, ZII 320 LB (NDS 2018 REFERENCE DESIGN VALUE, SEE ATTACHED) <br />DESIGN CAPACITY, Z II <br />'425.6 LB <br />DESIGN IS GOOD <br />DESIGN WITHDRAWL FORCE 329.468 <br />USE LAG SCREW 5/16" INCH <br />WITHDRAWL CAPACITY 227 LB (NDS 2018 REFERENCE DESIGN VALUE, SEE ATTACHED) <br />DESIGN WITHDRAWL CAPACITY 1056.69 LB <br />DESIGN IS GOOD <br />COMBINED WIND SHEAR/UPLIFT 0.10 0.321 0.42 < 1.0 DESIGN IS GOOD <br />(UPLIFT)(SHEAR) <br />USE 5/16" DIA X 3 1/2" (EMBEDMENT) LAG SCREW PER CONNECTION POINT <br />610 E Santa Clara <br />Ave11/09/21