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MICHAEL YI <br />709 W JONQUIL RD, <br />SANTA ANA, CA 92706 <br />CONNECTION DESIGN <br />DESIGN LATERAL FORCE 284.433 <br />USE LAG SCREW 5/16"INCH <br />CAPACITY PER ONE SCREW, ZII 210 LB (NDS 2021 REFERENCE DESIGN VALUE, SEE ATTACHED) <br />DESIGN CAPACITY, ZII <br />'558.6 LB <br />DESIGN IS GOOD <br />DESIGN WITHDRAWL FORCE 482.653 <br />USE LAG SCREW 5/16"INCH <br />WITHDRAWL CAPACITY 266 LB (NDS 2021 REFERENCE DESIGN VALUE, SEE ATTACHED) <br />DESIGN WITHDRAWL CAPACITY 884.45 LB <br />DESIGN IS GOOD <br />COMBINED WIND SHEAR/UPLIFT 0.30 0.259 0.56 < 1.0 DESIGN IS GOOD <br />(UPLIFT)(SHEAR) <br />USE (2) 5/16" DIA X 3 1/2" LONG 2.5" MIN EMBEDMENT LAG SCREW PER CONNECTION POINT <br />Page 5 of 9