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• <br /> Non-Structural Component Seismic Anchorage Design <br /> IBC 2018,ASCE 7-16 Chapter 13 <br /> Seismic Criteria: <br /> Site Class: z: 12.0 ft <br /> Sps: h: 12.0 ft <br /> aP: 2.5 <br /> 1p: RP: 6 Table 13.6-1 <br /> FPMax= 1.57 Wp FpMax= 1.6 Sps Wp 1p EQ 13.3-2 <br /> Controls Fp= 0.49 Wp Fp= 0.4 aP Sps WP x(1+2z/h)/(RP/IP) EQ 13.3-1 <br /> FPMin= 0.29 Wp FpMin= 0.3 Sps Wp 1p EQ 13.3-3 <br /> Mechanical Unit: RTU-2 <br /> Ht to Center of Mass,Y: 25 i1 <br /> Overturning Distance,X: 79 in <br /> Weight,Wp: 1.50 I< <br /> Anchors/Side: 4 <br /> 1 I <br /> Shear and Overturning Loads: 4 x —4 <br /> Seismic Force, Fp: 0.73 k <br /> Shear/Anchor: 0.09 k ULT <br /> 0.06 k ASD <br /> OT Moment: 18.4 k-in <br /> Tension/Side: -0.232 k ULT <br /> Net Uplift/Anchor: 0.07 k ULT(0.9-0.2Sds)DL+1.0EQ <br /> 0.05 k ASD(0.6-0.14Sds)DL+0.7EQ <br /> Anchorage Design: <br /> I/a" Diani. x 3 1/2"Simpson SDS Screw into DF Sleeper <br /> Vallowable: 0.67 k <br /> Tallowable: 0.62 k <br /> Unity EQ: 0.02 <1.0 <br /> L1JQuantum Consulting Engineers LLC Project: South Fork TI Date: 6/15/23 Job No: 23256.01 <br /> 1511 Third Avenue, Suite 323 Designer: JJS Sheet: <br /> Seattle,WA 98101 Client: Vital Mechanical Ser Checked: <br />