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CITY OF SANTA ANA <br />Planning and Building Agency <br />UAus: <br />OOF: Com-Shingle <br />Pitch = 4:12 <br />4:12 <br />Vaulted: Non -Vaulted <br />Vaulted <br />EAD LOADS: <br />psf <br />psf <br />Pitch Ad <br />= 0.7 <br />0.9 <br />Rf'g Mtl. <br />= 5.0 <br />5.0 <br />Sheathing <br />= 2.5 <br />2.5 <br />Roof / Jst <br />= 2.5 <br />2.5 <br />Clg / Jsts <br />= 2.0 <br />0.0 <br />Drywall <br />= 2.0 <br />2.0 <br />Insul. <br />= 1.0 <br />1.0 <br />Misc. <br />= 0.3 <br />0.1 <br />Dead Load <br />=1 16.0 <br />1 14.0� <br />LIVE LOADS: <br />Live Load =1 20.0 20.0 <br />AL LOADS: <br />Total Load =1 36.0 34.0 <br />Interior wall/ Dry wall = 10.0 psf <br />FLOOR: <br />psf <br />Fin / Flr = <br />Sheathing = <br />Flr / Jsts = <br />Misc. = <br />Drywall = <br />Insul = <br />Partition = <br />Misc. = <br />Dead Load = 0.0 <br />Live Load = 0.0 <br />Total Load - 0.0 <br />Exterior wall/Stucco wall = 14.0 psf <br />(Unless Otherwise Noted) <br />Timber: (West Coast Douglas Fir: WCDF) <br />Studs: (2x) <br />DF # 2 Fb = 900 psi <br />Rafters -Ceiling -Floor Joists: (2x & 4x) <br />DF#1& BETTER Fb = 1,200 psi <br />DF #1 Fb = 1,000 psi <br />DF #2 Fb = 900 psi <br />Beams: (6x or Greater) <br />F = 180 psi <br />F = 180 psi <br />F = 180 psi <br />Fv = 180 psi <br />DATE: <br />J roved <br />'12FRMIT ISSU NCE <br />Master ID: <br />Date: <br />E = 1.6xE6 psi <br />E = 1.8xE6 psi <br />E = 1.7xE6 psi <br />E = 1.6xE6 psi <br />DF # 1 Fb = 1,350 psi F = 170 psi E = 1.6xE6 psi <br />Glue Laminated Beams: (WCDF- Industrial Appearance Grade: 1-1/2" ply) (24F-V4) <br />Fb = 2,400 psi Fv = 265 psi E = 1.8xE6 psi <br />Parallam Beams: Fb = 2,900 psi Fv = 290 psi E = 2.OxE6 psi <br />(strength at zs days) <br />Slab on Grade f'c = 2,500 psi <br />Foundations f', = 2,500 psi <br />W/C ratio r = 0.45 <br />Cement Type Type V <br />1torCing Steel: (A5 I M A615) <br />Concrete, Main Rebar = Grade 60 <br />Concrete, Ties = Grade 40 <br />Masonry, All Rebar = Grade 40 <br />