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Load Applied to Posts <br /> 50 %of Lateral Force Going to Existing Residence <br /> 513.3 lbs Lateral Force Resisted by Posts <br /> 2 Patio Roof Posts Supporting Lateral Force <br /> 257 lbs-Lateral Load to Each Post <br /> Post Height: 14.0 ft <br /> Knee Brace Design #of braces at post line=� <br /> Lag Screw(1-2) Withdrawal Value: 906 lbs <br /> Embed length (lag screw only) = 3 in spec Thread Embed <br /> %of Lateral Load Transferred to Existing Structure: 50% <br /> Total Lateral Load: 1027 lbs <br /> Load To Structure 513.3 lbs <br /> V=(0.7*Lateral Load Per Side)= 359 lbs <br /> C=(n x Withdrawal Value/ 1.4*.75)= 971 lbs <br /> Check: OK <br /> Project: Novak Patio Date: 4/19/2024 <br /> Location: Everett, WA Page Number 3 <br />