Laserfiche WebLink
AXIAL ENGINEERING GROUP, INC. <br />7251 OWENSMOUTH AVENUE, SUITE 4 <br />CANOGA PARK, CA 91303 <br />(818) 902-0200 <br />DESIGN CRITERIA <br />CODE:2010 CALIFORNIA BUILDING CODE <br />TIMBER:Douglas Fir Larch (per grading rules 16) <br />2 x 4 and 4 x 4 - Grade No. 2 <br />2 x 6 and larger -Grade No. 2 <br />4 x 6 and larger -Grade No. 2 <br />(Beams and Stringers) <br />PLYWOOD:PS-1-95 <br />Per APA Standard <br />GLUE LAMINATED:24F-V4 DF/DF - Simple support beams <br />24F-V8 DF/DF - Cantilever beams <br />Per AITC Standards <br />STRUCTURAL STEEL: ASTM A36 Steel <br />Pipe Columns and Tube Steel <br />Per AISC Standards <br />Grade B Type E or Type S, ASTM A501 <br />WELDING:AWS-E70XX, Per American Welding Society Standards <br />CONCRETE:Per ACI 318 specifications <br />Conventional Foundations.fc = 3,000 psi <br />Pre-cast concrete fc = 3,000 psi <br />Columns fc = 3,000 psi <br />Structural Slab fc = 3,000 psi <br />(note: special inspection required for fc >2,500 psi) <br />MASONRY:Hollow Concrete Units (CMU, Concrete Blocks) <br />ASTM C-90, ASTM and UBC Standards <br />Type N units, Type S Mortar, 2,000 psi grout <br />fm = 1,350 psi (partially grouted) Fm = 225 psi <br />fm= 1,500 psi (solid grouted) Fm = 225 psi <br />REINFORCING STEEL: ASTM A615 Per CRSI Standards <br />#4 and Smaller -Grade 40 <br />#5 and Larger -Grade 60 <br />SOIL Soils Report by:Harrington Geotechnical Engineering, Inc. <br />Allowable Soils Bearing Pressure:1500 PSF <br />.... <br />..............