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PROJECT NAME: MINOQUE RESIDENCE PAGE 1 OF <br /> PROJECT No.: 5120 DATE: 09/29/05 <br /> STRUCTURAL CALCULATIONS G c)5 L G -w (C <br /> acct I 44 1 e. t aye_ o 4r <br /> P - KV <br /> ENGINEER: KVAMME CONSULTING, INC. <br /> 4625 72ND AVENUE W. <br /> UNIVERSITY PLACE, WA 98466 <br /> av— <br /> -� 28560 <br /> C1 <br /> OWNER: STUART MINOQUE �s�IONAL <br /> P.O. BOX 2958 <br /> EVERETT, WA 98213 EXPIR-ES 10/23/06 <br /> JURISDICTION: CITY OF EVERETT <br /> SITE ADDRESS: 5311 Wetmure Ave. <br /> CODE: 2003 I.B.0 <br /> LOADS: <br /> LATERAL <br /> WIND: 85 MPH WIND SPEED (3 Second Gust) <br /> EXPOSURE C <br /> These calculations are stamped with an original <br /> SEISMIC: SITE CLASS D wet stamp and are signed in blue ink. Any <br /> USE GROUP I alteration to this page or attempt to reproduce <br /> these calculations is unauthorized and voids the <br /> VERTICAL validity and usefulness of the attached <br /> ROOF 25 PSF (SNOW) calculations in their entirety as well as <br /> FLOOR 40 PSF engineering references in any attached plans. <br /> EXITS 100 PSF This office accepts no liability for any <br /> DECKS 60 PSF unauthorized use of these calculations. <br /> SOILS <br /> ASSUME 1500 PSF ALLOWABLE SOIL BEARING PRESSURE <br /> VERIFY WITH ON SITE SOILS CONDITIONS <br /> Foundations to meet minimum perscriptive requirements <br />