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EJS Engineering, PLLC 20230828BE EJS_DSchrader_Special Interest Autobody Roof- Calcs <br /> Eric J. Sniezak, P.E. <br /> General Notes: Job#20230828BE <br /> 5/17/2024 <br /> Project: <br /> ROOF REPLACEMENT WITH STRUCTURAL REPAIR <br /> SPECIAL INTEREST AUTOBODY <br /> 6324 Evegreen Way, Everett, WA-Lot 8 <br /> City of Everett <br /> Job#20230828BE <br /> Applicable Codes and Specifications: <br /> 2021 International Building Code [IBC] <br /> 2021 International Residential Code [IRC] <br /> ASCE 7-22 [ASCE] <br /> 2018 NDS/ASD Wood Design Manuals [NDS] <br /> ANSI/AF&PA SDPWS-2021 Special Design Provisions for wind and seismic [AF&PA] <br /> WABO-SEAW White Paper Snow Load Regulations and Engineering Practices [WABO-SEAW] <br /> Risk Category: 11 [ASCE Tbl 1.5-1 & <br /> IBC Tbl 1604.5] <br /> Vertical Loads: <br /> Dead Loads Live Loads <br /> KootH (Heatea) 15 psf 25 psf [ASCE Tbl 4-1] <br /> KOOTU (unneatea) 15 psf 25 psf <br /> Floor 12 psf 40 psf [ASCE'Tbl 4-1] <br /> Deck or Balcony 12 psf 60 psf [ASCE Tbl 4-11 <br /> Storage 12 psf 100 psf [ASCE'Tbl 4-1] <br /> Timber Wall 10 psf n/a <br /> Concrete 150 pcf n/a <br /> Steel 490 pcf n/a <br /> Lateral Loads: <br /> IBC Seismic Design Criteria D (IRC SDC D2) <br /> Basic Wind Speed, V 110 mph [ASCE'HAZARD] <br /> Allowable Stress Wind Speed, Vasa 85 mph [IBC 16-33] <br /> Exposure Category C <br /> Site Condition: <br /> Vertical Founation Pressure 1500 psf [IBC Tbl 1806.2] <br /> Lateral Bearing Pressure 230 psf/ft [IBC Tbl 1806.2] <br /> Ground Snow Load 25 psf <br /> Frost Depth 12 inches <br /> Jurisdiction: <br /> City of Everett <br /> General Notes 3 of 7 <br />