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I.F.C. Engineering, Inc.SHEET NO: <br />CONSULTING ENGINEERS JOB NO:0 <br />STRUCTURAL CALC. BY:J <br />PHONE (818) 814-8268 CHECK BY:J <br />PROJECT:DATE:2/9/2026 <br />Shear Wall (Redundancy factor =1.3)(Roof) <br />Vs Tri. Width Tri. Width TL. Length v OTM 0.36Rm Pu <br />(lb) (Roof) (ft) (Ceiling) (ft) (ft) (lb/ft) (lb-ft) (lb-ft) (lb) <br />LineA : 2540.3 1.33 1.33 28.00 90.7 11431.4 6888.4 324.5 <br />LineB : 4128.0 1.33 1.33 14.00 294.9 18576 1722.1 2407.7 <br />Line1 : 2460.9 <br />Line2 : 2460.9 1.33 1.33 12.00 205.1 22148.3 5060.9 1423.9 <br />Roof DL =15 PSF Ceiling DL =10 PSF <br /> Shear Wall Panel /Hardy Fra Hold Down (OTM, R <br />LineA : No. 1 HDU2 14 <br />LineB : No. 1 HDU4 7 <br />Line1 : <br />Line2 : No. 1 HDU2 12 <br />DESIGN LOADS FOR LATERAL ANALYSIS <br />Length (ft) 2w/L <br />14+14 <br />7+7 <br />12 <br />See Additional Calcs