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Structural Calculations <br /> For AHBL <br /> Bridge Point Everett 500 <br /> Fastsigns TI <br /> Everett, WA <br /> Project # 2240069.20 <br /> Project Principal Andrew D McEachern PE SE <br /> Project Manager Larry A Higgins PE <br /> Design Criteria <br /> Design Codes and Standards <br /> Codes and Standards: Structural design and construction shall be in accordance with the <br /> applicable sections of the following codes and standards as adopted and amended by the local <br /> building authority: International Building Code, 2018 Edition. <br /> Structural Design Criteria: <br /> Live Load Criteria: �% e� <br /> Roof(Min Blanket Snow) 25 psf ��v��s of WAsgfkcgl,> ,/ <br /> •Mezzanine 50 psf+ 15psf Partition 'Q ' <br /> Seismic Criteria: - a <br /> Risk Category IIItg <br /> nfi 38722 e <br /> Seismic Importance Factor 1.0 �,*Peru 0 ti <br /> SS = 1.388 Si = 0.493 s670NAL 0 cs <br /> Sds = 1.1104 Sd1 = 0.493 NIMMONI <br /> r <br /> Site Class = C <br /> Seismic Design Category = D <br /> Response Modification Coeff. (R): 5 <br /> Seismic Response Coeff. (Cs): 0.222 <br /> Soil Criteria: (Data from Original Building Design Documents) <br /> Based on Geotechnical Engineering Report by: Earth Solutions NW, dated December 13, 2016. <br /> Allowable Soil Bearing Capacity: 3000psf(1500psf used) allow 33% increase for loads from wind <br /> or seismic origin. <br /> Project Description <br /> The project consists of a small 1500sf wood mezzanine in a recently constructed concrete tilt <br /> industrial building. Structure consists of plywood deck supported by wood I-Joists and glulam <br /> beams. Beams are supported on steel columns. Warehouse side of beams include wood <br /> shearwalls. Two sides of mezzanine are supported on existing concrete tilt wall panels. <br />