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HVAC UNIT <br />Manufacturer: Carrier <br />Unit Model: 50TCQD14A2A6A0A0A0 <br />Mark: HP-1 <br />Load Path: A <br />Equipment Information <br />Equip. Weight = 2040 lbs. (Complete System Weight - Unit+Adapter+Curb) <br />Equip. Dimensions =63.375'' W x 115.875'' D x 57.375'' H <br />Curb/Adapter Information <br />Curb Dimensions = 80'' W x 48'' D <br />Curb+Adapter Height = 46'' H <br />Seismic Design Force (FP) on Nonstructural Components <br />ASCE 7-16 §13.3.1 <br />Unit to Adapter Adapter to Curb Curb to Roof <br />Wp 1585 1785 2040 lbs <br />Classification:Mechanical Units Elevated on Structural Steel/Sheet Metal Supports <br />ap 2.5 Table 13.6-1 <br />Rp 3 Table 13.6-1 <br />z 1 in §13.3.1 <br />h 1 in §13.3.1 <br />SDS 1.06 US Seismic Design Maps ASCE 7-16 <br />Ip 1.5 §13.1.3 <br />Ω 1.5 Table 13.6-1 <br />Unit to Adapter Adapter to Curb Curb to Roof <br />Fpmax 1.6SDSIpWp 4032 4541 5190 lbs Eq. 13.3-2 <br />Fpmin 0.3SDSIpWp 756 851 973 lbs Eq. 13.3-3 <br />Fp 2520 2838 3244 lbs Eq. 13.3-1 -Controls <br />Fpv 0.2SDSWp 336 378 432 lbs <br />Fp 2520 2838 3244 lbs <br />Equipment Photo <br />Anchor Demands <br />Unit to Adapter Adapter to Curb Curb to Roof <br />Total Weight 1585 1785 2040 lbs <br />Fp 2520 2838 3244 lbs <br />Fv 336 378 432 lbs <br />Zcm 24 57 60 in <br />a 63.4 80.0 80.0 in <br />b 115.9 48.0 48.0 in <br />LRFD Factored <br />Total Shear 2520 2838 3244 lbs Fp/No. of Anchors <br />Short Side <br />Compression 1641 3289 3853 lbs [(Fp*Zcm + 1.2Wp*(max(a,b)/2) + Fv*(max(a,b)/2)) / max(a,b)] <br />Tension -23 1415 1711 lbs [(Fp*Zcm - 0.9Wp*(max(a,b)/2) + Fv*(max(a,b)/2)) / max(a,b)] <br />Long Side <br />Compression 2073 4641 5462 lbs [(Fp*Zcm + 1.2Wp*(min(a,b)/2) + Fv*(min(a,b)/2)) / min(a,b)] <br />Tension 409 2767 3320 lbs [(Fp*Zcm - 0.9Wp*(min(a,b)/2) + Fv*(min(a,b)/2)) / min(a,b)] <br />ASD Factored <br />Total Shear 1764 1987 2271 lbs Fp/No. of Anchors <br />Short Side <br />Compression 1275 2445 2861 lbs [(0.7Fp*Zcm + Wp*(max(a,b)/2) + 0.7Fv*(max(a,b)/2)) / max(a,b)] <br />Tension 7 1017 1229 lbs [(0.7Fp*Zcm - 0.6Wp*(max(a,b)/2) + 0.7Fv*(max(a,b)/2)) / max(a,b)] <br />Long Side <br />Compression 1578 3392 3987 lbs [(0.7Fp*Zcm + Wp*(min(a,b)/2) + 0.7Fv*(min(a,b)/2)) / min(a,b)] <br />Tension 310 1964 2355 lbs [(0.7Fp*Zcm - 0.6Wp*(min(a,b)/2) + 0.7Fv*(min(a,b)/2)) / min(a,b)] <br />This spreadsheet calculates the demands on the (E) roof system, connectors, and anchorage of the HVAC Unit system. The unit sits on an adapter and <br />curb. <br />. <br />  <br /> <br /> <br />1  2  <br />) <br />CHECKED BY <br />SHEET NO. <br />PROJECT NO. <br />CLIENT <br />DATE <br />SUBJECT <br />BYSCE Building C <br />Equipment Anchorage Calculations - HVAC UNIT <br />238143-BLDC <br />01 October 2024 <br />TSW <br />MEP <br />- - <br />Page 12 of 43 <br />1327 S Grand Ave <br />12/12/2024