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REVIEWED Structural_Analysis_or_Calculations+6.9.2022_9.57.07_AM+2922214RECEIVED Jun 09 2022 BLD2022-0724 Beauchene Residence Remodel Structural Calculations REVIEWED BY CITY OF EDMONDS Prepared By: 9508 2315t Place S.W. Edmonds, WA 98020 Snohomish County Sidesway Project No. 22033.01 SIDESWAY ENGINEERING Beauchene Residence Remodel May 3, 2022 Project No. 22033.01 Project Description Sidesway Engineering was retained by Riccon Construction to perform analysis and design as necessary to obtain a building permit for the proposed remodel at the existing single family residence located at 9508 231s' Place S.W. in Edmonds. The remodel work includes the removal of the interior walls surrounding the kitchen on the main floor to open it up to the dining and living rooms. The center wall line is bearing and a new beam will be added below the vaulted roof joists to support the framing. The posts on each end of the beam will continue down to new footings in the crawl space. The existing home is conventionally framed with wood atop a continuous exterior concrete footing and an interior crawl space below this portion of the house. The original house plans were not available for our use and the existing house framing and dimensions were obtained during a site visit performed by our firm. Scope of Work Provide gravity calculations for the proposed remodel as required to obtain a building permit. The interior remodel work does not affect the existing lateral system of the house, and therefore wind and seismic analysis was excluded from our scope of work. Design Criteria 2018 International Building Code (IBC) 2018 International Existing Building Code (IEBC) ASCE 7-16 Minimum Design Loads for Buildings and Other Structures Applicable Material Reference Standards (ACI, MSJC, AISC, NDS) This is a Risk Category II structure designed for the following loads: Dead Loads Snow Load: Project Summary 12psf (roof framing) 25psf The new framing as designed in the following calculations conforms to the 2018 IBC and IEBC. Refer to the following calculations and the structural drawing for framing requirements. Disclaimer This calculation package is based on the documentation that was available to us. Sidesway Engineering did not perform a complete as -built to verify the accuracy of all the provided data and we should be contacted if there are any discrepancies with the assumptions contained within these calculations. We assume the structure has no known deterioration or damage that would adversely affect capacity. 20305 871h Avenue W. Edmonds, WA 98026 SI-DE5WAY (425) 673-4160 ENGINEERING 0V tmz ( MF P6Af A00 f1N PO L,/OOD 2x rimplIV& lh" Cow & 1 s&cxtarl ('i,-rsr wAA,) wee& 6bXNA N,oD u P 1 A- F'Tb IN C NUJ ; 2S PSIS Sqc. I�OD PS f-; ►N U IL v t- zS 8#s(, = 3 a 3o LgS -5 a ; y a v 1 1/ o u � � c W &: x 6 of M FL Q, 3�f c/, = ©(31 (I2Ps15' PC + �-5 Ps F SL} = q3 S 6ILI D �1 Da77 w a1 � t h Vfy -.. Description � D !� � w � By ,( j� Project Not 1. ,v Date /3 /7 )1073,0,1 IDEWAY Project c �U A t� Checked Sheet No. 5 G 'V Date ENGINEERING