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Non-Structural Component Wind Anchorage Design <br /> IBC 2018,ASCE 7-16 Chapter 29 <br /> Wind Criteria: <br /> Kz: 0.85 ASCE TABLE 26.10-1 FOR EXPOSURE B AND z=60' MAX. <br /> Kzt: 1.0 ASCE SEC 26.8 <br /> Kd: 0.85 ASCE TABLE 26.6-1 <br /> Ke 1 ASCE TABLE 26.9-1 <br /> V: 98 MPH <br /> Building Ht: 12 ft <br /> Building Width, B: 36.5 ft, Normal to Wind Direction <br /> Building Length, L: 61 ft, Parallel to Wind Direction <br /> (GCr): 1.9 ASCE SEC 29.4.1 Lateral Force <br /> (GCr): 1.5 ASCE SEC 29.4.1 Uplift Force <br /> qh: 17.8 PSF[ASCE EQUATION 26.10-1] <br /> Ph: 33.8 PSF[ASCE EQUATION 29.4-2] Lateral Force <br /> Pv: 26.6 PSF[ASCE EQUATION 29.4-3] Uplift Force <br /> Mechanical Unit: RTU-2 ; / <br /> Weight,Wp: "IND /// / <br /> Ht of Unit, h: // / <br /> Overturning Distance, L: <br /> Dist. Normal to Wind, B: _ El�/ . <br /> Anchors/Side: ,7 <br /> Shear and Overturning Loads: k L I <br /> Wind Force, Fh: 0.85 k Lateral Force <br /> Wind Force, Fy: 1.20 k Uplift Force <br /> Shear/Anchor: 0.11 k ULT <br /> 0.06 k ASD <br /> OT Moment: 18.6 k-in <br /> Tension/Side: -0.8 k ULT <br /> Net Uplift/Anchor: -0.04 k ULT 0.9DL+1.0W <br /> -0.01 k ASD 0.6DL+0.6W <br /> Anchorage Design: <br /> 1/4" Diam.x 3 1/2"Simpson SDS Screw into DF Sleeper <br /> Vallowable: 0.67 k <br /> Tallowable: 0.62 k <br /> Unity EQ: 0.12 <1.0 <br /> h Quantum Consulting Engineers LLC Project: South Fork TI Date: 6/15/23 Job No: 23256.01 <br /> k 1511 Third Avenue, Suite 323 Designer JJS Sheet: <br /> Seattle,WA 98101 Client: Vital Mechanical Ser Checked: <br />