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StructuralCalculations Cover Sheet <br />Project dumber: 2020.106 <br />Project Name: Seid <br />Date: December 22, 2020 <br />Architect: <br />Structural Design For: Structural design for a remodel of an existing residence <br />Construction Type: Conventional wood framed construction. <br />CODES <br />2015 international Building Code (IBC) S <br />" o <br />2015 NDS :. �C 9� WA <br />ASCE 7-10 <br />1 co <br />LOADS. <br />Floor Live Load 40 psf,;r rat <br />Dead Loads As required. <br />Roof snow Load 25 psf <br />Material Design Values <br />Soils (assumed) <br />Minimum 1,500 psf allowed bearing (subject to field verification) <br />Concrete <br />fc=2,500 psi; 5-1/2 sack mix, or alternate mix pre -approved by bldg. dept. <br />Reinforcing <br />Grade 60; Fy=60,000 psi <br />Sawn Lumber <br />Joists, Rafters: DF #2 and better <br />Beams: 4x DF-L #2 <br />6x DF-L #2 <br />Pasts: Hem -Fir standard <br />Studs &,Plates: Hem -Fir Standard <br />Glu-Lath Beams <br />24F-V4 for simple span beams, 24F-V8 for cantilevered beams <br />Parallam'Beams <br />2.4E PSL, Fb=2,900 psi, Fv=290 psi, E=2.0*10A6 psi (minimum) <br />Microllam Beams <br />1.9E LVL, Fb=2,600 psi, Fv=285 psi, E=1.9* 10^6 psi (minimum) <br />Anchor Bolts <br />F 1554 Anchor Bolts, A307 other bolts <br />CONSULTING STRUCTURAL ENGTNE£R.TI+1G, SER,VTCES, INC. <br />Oil -17th Avenue NE, Seattle WA 981 i.5 .(206) k7-1288 etxzail john@"a-engineering.ccrm. <br />Structural` eerin� Con su " ' anti <br />