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Page 2 of 12 <br /> Ross project: WALLACE BASEMENT REMODEL by: RR sheet#: <br /> Engineering location: 928 HOYT AVENUE,EVERETT,WA date: 7/14/2022 <br /> Design client: THE LEREN COMPANY job#: 22036 <br /> Inc <br /> Governing Codes <br /> General - 2018 International Building Code <br /> Wood - ANSI/AF&PA NDS-2018 <br /> ANSI/AF&PA SDPWS-2018 <br /> Loads- ASCE/SEI 7-16 <br /> Concrete- ACI 318-14 <br /> Default Roof Loads <br /> Dead Load <br /> Sheathing Roof Min.w/Uplift For Lateral <br /> Roofing NA NA psf 3.50 psf NA psf NA psf <br /> Sheathing * <br /> Insulation 1.00 <br /> Sprinkler <br /> Ceiling 2.50 <br /> Rafters/Trusses 4.00 <br /> Mechanical 1.00 <br /> Solar <br /> Misc 2.00 <br /> Total 0.00 psf 0.00 psf 14.00 psf 0.00 psf 0.00 psf <br /> *Included in RISA self weight <br /> Snow Load Ground Snow Load Pg= Pg= 25.0 psf <br /> Minimum Roof Snow Load= 25 psf <br /> Exposure Factor Ce= Ce= 1.1 <br /> Thermal Factor Ct= Ct= 1.1 <br /> Slope Factor Cs= Cs= 1.0 0.7CeCtCslsPg <br /> Design Roof Snow Load Ps= Ps= 21 psf = <br /> 25 psf minumum roof snow load controls <br /> Default Wood Floor Loads <br /> Dead Loads <br /> Sheathing Joist Floor Truss Floor For Lateral <br /> Floor Covering NA psf 3.50 psf NA psf NA psf <br /> Gyperete <br /> Sheathing <br /> Insulation <br /> Sprinkler <br /> Ceiling 2.50 <br /> Joist/Truss 2.00 <br /> Mechanical 1.00 <br /> Misc 2.00 <br /> Total 0.00 psf 11.00 psf 0.00 psf 0.00 psf <br /> *Included in RISA self weight <br /> Live Loads <br /> Residential 40 psf <br /> Balcony NA psf where applicable <br />