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Page 1 of 40 <br /> _ DHP-Engineering Sheet 1of <br /> I " i Structural Building Consultants Date: <br /> 32008 32nd Ave S.,Suite B,Federal Way,WA 98001 Design By: MYA <br /> I <br /> I Structural calculations for new covered deck <br /> (Vertical,lateral and foundation design) 3SUEI, <br /> JUN 2 1 2022 <br /> CITY OF EVERETT <br /> IProject&Location: Cruz Covered Deck Permit Services <br /> 11021 1st Ave SE <br /> Everett, WA 98208 <br /> Client: <br /> ISeattle, WA 98107 <br /> I Structural Engineer: DHP Engineering,PS <br /> Structural Building Consultants B <br /> 32008 32nd Ave S.#B �`So R.WR kS'AR � <br /> Federal Way,WA 98001 �4� I,� ,Q <br /> Project Number: 22.019 tl ti �,, i I <br /> Z <br /> Jurisdiction: City of Everett, WA �O 26891 ww <br /> I Code: 2018 IBC �' SSG I S T Eg��\ <br /> IONAL �� <br /> Loads: I.Vertical Live Loads: #26891 <br /> Roof(Snow) 25 PSF -54—z6 -22, <br /> 1 Floor 40 PSF <br /> II.Lateral Loads: <br /> Wind <br /> I Exposure B Wind Speed 110 MPH(3 second gust) <br /> Internal Pressure Coeff GCpi=+/-0.18(Enclosed) <br /> I Seismic <br /> Design Category D Site Class D <br /> Occupancy Category I or II Importance Factor 1.00 <br /> Structrural Response Ss= 1.352 g(short period) Sds=0.901 <br /> IAcceleration S 1=0.4779 g(1 second period) Sd1 =0.581 <br /> III. Soils data(Assumed) <br /> 1 Bearing Capacity= 1500 PSF,(Per IBC Ch. 18 unless noted otherwise) <br /> I <br />