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Address : 1822 E Route 66, Suite 328
<br />Glendora, CA 91740
<br /> CONSULTING ENGINEERS Phone : (818) 814-8268
<br /> STRUCTURAL
<br />Email : ifcengineeringca@gmail.com
<br />STRUCTURAL CALCULATION
<br />//202
<br />DESIGN CRITERIA
<br />CODE 2022 California Building Code
<br />(See Lateral Analysis)
<br />CONCRETE Minimum Compressive Strength at 28th day
<br />ACI 318-14 Wall Footing, Slab on Grade f c ' = 2,500 psi
<br /> Grade Beam, Pile and Caisson f c ' = 3,000 psi
<br /> Column and deck f c ' = 4,000 psi
<br />MASONRY Minimum Compressive Strength of Grout
<br />ACI 530-13 Conrete Masonry f m ' = 2,000 psi
<br />Clay Masonary f m ' = 2,000 psi
<br />REINFORCING STEEL Deformed Reinforcing Bar ASTM A615 Grade 60
<br />Welded Wire Fabric (WWF)ASTM A185 - Smooth
<br />ASTM A496 - Deformed
<br />STRUCTURAL STEEL W-Section ASTM A992, F y = 50 ksi, F u = 65 ksi
<br />AISC 360-16 HSS-Rectangular/Square ASTM A500 Grade B, F y = 46 ksi, F u = 58 ksi
<br />AISC 341-16 HSS-Round ASTM A500 Grade B, F y = 42 ksi, F u = 58 ksi
<br />AISC 358-16 Pipe ASTM A53 Grade B, F y = 35 ksi, F u = 60 ksi
<br />Other Shapes ASTM A36, F y = 36 ksi, F u = 58 ksi
<br />Fasteners ASTM A307 Grade A for Common Bolt
<br />ASTM A325 or A490 for High-Strength Bolt
<br />TIMBER Douglas Fir Larch (DFL) Beams, Headers and Posts - DFL No. 1
<br />NDS 2018 Rafters and Joists - DFL No. 2
<br />4x or 2x DFL No. 1 F b = 1,000 psi, F v = 180 psi, E = 1,700 ksi
<br />DFL No. 2 F b = 900 psi, F v = 180 psi, E = 1,600 ksi
<br />6x & Larger DFL No. 1 F b = 1,350 psi, F v = 170 psi, E = 1,600 ksi
<br />S.S.F b = 1,600 psi, F v = 170 psi, E = 1,600 ksi
<br />Engineered Lumber
<br />Weyerhaeuser Parallam PSL F b = 2,900 psi, F v = 290 psi, E = 2,000 ksi
<br />Microllam LVL F b = 2,600 psi, F v = 285 psi, E = 1,900 ksi
<br />Boise Cascade Versa-lam VL28 F b = 2,800 psi, F v = 285 psi, E = 2,000 ksi
<br />Versa-lam VL31 F b = 3,100 psi, F v = 285 psi, E = 2,000 ksi
<br />SOIL Allow. Soil Pressure 1,500 psf
<br />Passive Pressure 100 psf/ft
<br />(Table 1806.2)Sliding Coefficient 130 psf
<br />Min. Depth of Footing 24 in.
<br />Min. Width of Footing 12 in.
<br />No soils report available
<br />Seismic Design Category - D
<br />PRIVATE RESIDENCE
<br />1519 Park Dr
<br />Santa Ana, CA 92707
<br />3&&1
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