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KI N G WO R KS PROJECT MCRE Mock-Up Mat Foundation <br /> r;Al <br /> STRUCTURAL DESCRIPTION Structural Calculations <br /> ENGINEERSENGINEER PROJECT NO. DATE PAGE <br /> 600 Dupont St,Suite B 360.714.8260 BJ 24043 4/30/24 1 <br /> Bellingham,WA 98225 www.king-works.com <br /> 07/08/2024 Note: This calculation <br /> package is unchanged from previously SoO � <br /> submitted and approved permit. F if <br /> -Brendan Bakey/JPC Architects ! l �1 °` <br /> d_... asuE -Th <br /> ep- <br /> , �i' 0/20 4 <br /> ��\ 738 <br /> AUG 2 0 2024 J ass o Aiv_ <br /> CITY OF EVERETT THIS <br /> ELECTRONIC <br /> h=h = ESIGNATURE <br /> ='m s <br /> A DIGZTAL SSGNAT.URE ZS AP LZED hT ONE <br /> Permit Services LOCATION IN THE D,COMENS. <br /> STRUCTURAL CALCULATIONS <br /> FOR <br /> MCRE Mock-Up Pit <br /> 3315 Seaway Boulevard <br /> Everett, WA 98203 <br /> D ECEINE li <br /> Code: 2021 International Building Code JUL 2 2 2024 „/ <br /> Loads: Sds= 1.11g/Sd1 =0.493g/Site Class C <br /> LL=50 psf(typical);250 psf during construction CITY OF EVERETT <br /> DL=Equipment Self Wt-see appendix Permit Services <br /> 3000 PSF Allowable Bearing <br /> Risk Category II Structure <br /> Description: <br /> Structural calculations for the Mat foundation and Equipment anchorage at the above noted <br /> project. All loads and reactions of equipment onto the mat have been provided by TerraPower. <br /> Equipment structural calculations will be submitted via the deferred submittal process where <br /> reactions will be confirmed/verified. All reactions provided by TerraPower have been increased <br /> by 20%to allow for additional conservatism in design. <br /> Page Item <br /> 1 Cover <br /> 2 Design Criteria(Wind,Seismic, Snow, Dead Loads) <br /> 4 Mat Foundation Design <br /> 58 Component Anchorage Calculations <br /> 122 Appendix-Performance Spec/Basis of Design <br /> Page 1 of 149 <br />