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S 1tUCIUR AL DESIGN A S S O CAlTE S <br />Project Title: <br />Engineer: <br />Project ID: SDA#9576 <br />Project Descr: <br />ASCE Seismic Demands on Nonstructural Components Bw*U:1.20.ec6 <br />f" Softwe�e copyright ENERCAIC, INC. 1983-202Q Biu1d:12.20.5.31 <br />KW-06011301 STRUCTURAL DESIGN ASSOCIATES <br />Seismic Demands on Nonstructural Components per ASCE 7-16 Section 13.3.1 and 13.4.1 <br />h = 30.0 ft SDS = 0.9930 <br />Description : 4 TON HEAT PUMP - 4WCZ6048 <br />ap = 2.50 WP 700.01 z = 30.00ft Rp = 3.00 IP = 1.00 A : Actual = 1.00 A Design = 1.00 <br />FpUpperLink = 1,112.16 FpCa1c'd : Components= 695.10 Fp DESIGN :Components = 695.10 <br />Fp Loxwr Limit = 208.53 Connections = 695.10 Connections = 695.10 <br />a P Component amplikation factor, Table 13.5-1 or Table 13.6-1 Fp - Calc'd Calculated Fp, Eq (13.3-1), Same units as Wp <br />W P Component operating vv�tight Fp - Upper Upper Lnnit on Fp, Eq (13.3-2) ,(Same units as Wp <br />Z Height ofpoint ofattachment <br />R P Component response modification factor (Table 13.5-1 or Table 13.6-1) Fp - lover Lover Lnnit on Fp, Eq (13.3-3), Same units as Wp <br />I P Component importance factor (Section 13.1.3) Fp - Design Fp for design purposes, Same units as Wp <br />