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.l<Prif project Boeing NL by KGC sheet no. <br /> location Everett,WA dote 4/5/2024 <br /> client °bICPFF No. <br /> 1601 5th Avenue,Suite 1600 <br /> Seattle,WA98101 206622-6822 Emergency Gen. 2300208 <br /> EQUIPMENT ANCHOR FORCES(SEISMIC& WIND) <br /> Calculations are based upon IBC 2018 and ASCE 7-16,unless noted otherwise. <br /> Equipment Information <br /> Equipment Description = Emergency Gen. 70 CL <br /> Equipment Tag = C13 c 7 2 • <br /> Floor Mounted 3 56 <br /> Is Unit Exposed to Wind? = FALSE s v l' <br /> 00 Required? =TRUE 0 42 t <br /> 1 Operating Weight Wp= 9000 lb CL <br /> ° 28 4vx <br /> Unit Length I= 182.0 in E z a <br /> WY C.G. <br /> Unit Width w = 65.0 in 'E 14 i •Anchor <br /> 0- <br /> Unit Height h = 80.0 in Lu <br /> 0 • 4 1 3 • <br /> Height at Point of Attachment z=Oft <br /> Average Roof Height hr= 10ft 0 38 76 114 152 190 <br /> Equipment Length,I(in] <br /> Anchorage Geometry (Not to Scale) <br /> X offset of anchor from corner dx=4.0 in <br /> Y offset of anchor from corner dy= 3.0 in <br /> X Eccentricity of C.G. ex= 30.0 in <br /> Y Eccentricity of C.G. ey= 10.8 in <br /> Units Vertical C.G. CGh= 54.0 in <br /> SEISMIC DEMAND <br /> Component Type <br /> Arch/Meth Main Component= P.MECHANICAL&ELECTRICAL COMPONENTS Tab.13.5-1/13.6-1 <br /> Arch/Meth Sub Component= 7.Generators,batteries,inverters,motors, Tab.13.5-1/13.6-1 <br /> Sda= 0.924 g Sect.11.4.5 I p= 1.00 Sect.13.1.3 <br /> Fp= 2495 lb Eq.13.3-1 ap= 1 <br /> 0.2*Sdr*Wp= 1663 lb Sect.13.3.1.2 R5= 2 1/2 <br /> 00= 2 <br /> WIND DEMAND <br /> Velocity Pressure q,= 0.0 psf Eq.26.10-1 <br /> Force Coefficient(Horiz) GC,h= 1.00 Sect.29.4.1,Eq.29.4-2 <br /> Force Coefficient(Vert) GC, = 1.00 Sect.29.4.1,Eq.29.4-3 <br /> Wind Design lateral Pressure Fh= 0.0 psf <br /> Wind Design Uplift Pressure F = 0.0 psf <br /> Building Width B= 1 ft <br /> Building Length L= 1 ft <br /> Buillding Face Area(max) Abt= 1E+01 ft2 <br /> Building Roof/Floor Area Abr= 1 ft2 <br /> Equipment Face Area(min) Af= 36.1 ft2 <br /> Equipment Top Area A,= 82.2 ft2 <br /> 4 <br /> Rooftop Equipment Anchorage 7-16.xlsm 4-' <br /> 9120 <br />