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SHUCRI "CHUCK" I. YAGHI <br />Consulting Engineers: Residential & Commercial <br />112 E. Chapman Ave, Suite D, Orange, CA 92866 TEL: 714/997-9120 FAX <br />DESIGNED BY: AY <br />JOB NUMBER: 26082 <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />W!�OvY <br />ved <br />FOR PERMIT ISSUANCE <br />14/744-3676 <br />STRUCTURAL CALCULATIONS Date: <br />DATE: 3/11/26 <br />PROJECT: SCHEETZ RESIDENCE- ADU ADDITION <br />(2044 N. ROSS ST.- SANTA ANA, CA. 92706) <br />CLIENT: STRATOS FORM- (714) 628-0777 <br />BUILDING CODE: INTERNATIONAL BUILDING CODE 2024 EDITION, CALIFORNIA BUILDING <br />CODE 2025 EDITION AND LATEST FONTANA DEVELOPMENT CODES <br />MATERIALS: Except as otherwise specified herein: <br />Concrete TYPE "II" 2,500 PSI at 28 days. <br />Concrete Block Grade N. Light Weight Units, ASTM C-90 <br />Brick Masonry Grade MW, 2,500 PSI Units, ASTM -62 <br />Reinforced Steel 20,000 PSI (ASTM A615, Grade 40) <br />Structural Steel 24,000 PSI (Compact) (ASTM A572 Grade 50) <br />Structural Pipe 22,000 PSI (ASTM A-36) <br />Plywood Sheathing D.F.P.A., Structural II, INTR., P.S.1-95 <br />Glu-Laminated Beams: 2,400 PSI (D.F.- Larch Comb."A" or Comb. 24F) <br />Lumber Grade Marked D.F.-Larch, W.C.L.B. Grading Rule 16. <br />Soils Bearing Pressure: 1500 PSF min. unless specified in soils report. <br />DESIGN REFERENCE: (Including Charts & Tables from): <br />Lumber & Timber Wood Structural Design Data (Volume1) <br />National Lumber Manufacturers Association <br />Steel Manual of Steel Construction, AISC <br />Concrete Reinforced Concrete Design Handbook, <br />ACI: Ultimate Strength Design Handbook, ACI <br />Concrete Block & Masonry Design Manual, by Masonry <br />Brick Masonry Industry <br />