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HomeMy WebLinkAboutPLANS Hobby Room 823 University Dr 2021-03-263/9/21 Code - 2015 IRC w/ToEP Local Amendments Elev = 7775 ft Interpolated Ground Snow Load - 68 psf Sloped Roof Snow Load - 51 psf Roof Dead Load - 15 psf Floor Live Load - 40 psf Floor Dead Load - 10 psf Vult = 175 MPH, Exp C Seismic Design Category - B Assumed Soil Bearing Capacity - 2500 psf Engineer to verify soils prior to forming footings Roof Sheathing : 7/16" OSB nailed w/8d common nails 4" o.c. edge and field Wall Sheathing: 7/16" OSB nailed w/8d common nails 6" o.c. edge, 12" o.c. field Lumber- Min Hem-Fir #2 or better Reinforcing Steel - 60 ksi deformed bars Concrete - f'c = 3000 psi Rafter Ties - Min Simpson H2.5A ea. rafter to plate Anchor Bolts- 1/2"x10" bolts, 48" o.c. and within 12" of wall ends 3/9/21