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• • <br /> f <br /> INVESTIGATIVE PROJECT N0. —____ SHEET_ _OF__-- <br /> DESIGNER —______ DATE__—______ <br /> "CENGINEERS , LLC CHECKED BY--_____ DATE--_—__- <br /> 3605 C ST NE,AUBURN,WA. 98002 <br /> RESPONSIVE ACCURATE THOROKH 253.833.5557(o)/253.833.7309(F) <br /> CAUSE 8 ORIGIN DUE DILIGENCE RESTORATION DESIGN EXPERT WITNESS ACCIDENT INVESTIGATION SE1SM/HAZARD ASSESSMENT STRUCTURAL CONSULTATION <br /> STRUCTURAL CALCULATIONS <br /> CLIENT: TRAVELERS INSURANCE C 114 Q <br /> i S Orr 4e Qe c-o rv'6 <br /> PROJECT: HANN RESIDENCE <br /> FIRE DAMAGE RESTORATION <br /> 7020 FOSTER STREET SW <br /> EVERETT, WA. <br /> STRUCTURAL BC INVESTIGATIVE ENGINEERS <br /> ENGINEER: 3605 C STREET NE <br /> AUBURN, WA. 98002 <br /> 253.833.5557(0)/253.833.7903 (F) <br /> PROJECT NUMBER: 14154 <br /> LOCATION/JURISDICTION: CITY OF EVERETT <br /> CODE: 2012 IBC/IRC <br /> LOADS: I. LATERAL LOADS: WIND: 85 MPH @ 3-SECOND GUST <br /> B PER LOCAL TOPO <br /> SEISMIC: DOES NOT GOVERN <br /> FOR ONE STORY <br /> LIGHTWEIGHT STRUCTURES <br /> II. VERTICAL LOADS: SNOW, GROUND 30 PSF <br /> FIRE DAMAGE TO SHED AND HIP ROOFS OVER SOUTH END OF RESIDENCE, WITH MINOR ISOLATED DAMAGE TO <br /> WALL SHEATHING ALONG WEST SIDE OF KITCHEN. <br /> NO LATERAL ANALYSIS REQUIRED AS NO DAMAGE TO LATERAL FORCE RESISTING SYSTEM ELEMENTS, EXCEPT SOME SHEATHING <br /> ADEQUATE LENGTH OF (E) EXTERIOR WALLS FOR SHEAR TO RESIST WIND FORCES <br />