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HVAC UNIT <br />Manufacturer: Carrier <br />Unit Model: 50HCQD08A2A6A0A0G0 <br />Mark: HP-2 <br />Load Path: C <br />Equipment Information <br />Equip. Weight = 1150 lbs. (Complete System Weight - Unit+Curb) <br />Equip. Dimensions =59.5'' W x 88.125'' D x 49.375'' H <br />Curb Information Platform Information <br />Curb Dimensions = 59.5'' W x 88.125'' D Platform Dimensions = 340'' W x 140'' D <br />Curb Height = 4'' H Platform Height = 12'' H <br />Seismic Design Force (FP) on Nonstructural Components <br />ASCE 7-16 §13.3.1 <br />Unit to Curb Curb to Platform Platform to Roof <br />Wp 1045 1145 1700 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 Curb Curb to Platform Platform to Roof <br />Fpmax 1.6SDSIpWp 2658 2913 4325 lbs Eq. 13.3-2 <br />Fpmin 0.3SDSIpWp 498 546 811 lbs Eq. 13.3-3 <br />Fp 1662 1821 2703 lbs Eq. 13.3-1 -Controls <br />Fpv 0.2SDSWp 222 243 360 lbs <br />Fp 1662 1821 2703 lbs <br />Equipment Photo <br />Anchor Demands <br />Unit to Curb Curb to Platform Platform to Roof <br />Total Weight 1045 1145 1700 lbs <br />Fp 1662 1821 2703 lbs <br />Fv 222 243 360 lbs <br />Zcm 24 26 28 in <br />a 59.5 59.5 170.0 in <br />b 88.1 88.1 140.0 in <br />LRFD Factored <br />Total Shear 1662 1821 2703 lbs Fp/No. of Anchors <br />Short Side <br />Compression 1197 1345 1638 lbs [(Fp*Zcm + 1.2Wp*(max(a,b)/2) + Fv*(max(a,b)/2)) / max(a,b)] <br />Tension 100 142 -147 lbs [(Fp*Zcm - 0.9Wp*(max(a,b)/2) + Fv*(max(a,b)/2)) / max(a,b)] <br />Long Side <br />Compression 1418 1603 1731 lbs [(Fp*Zcm + 1.2Wp*(min(a,b)/2) + Fv*(min(a,b)/2)) / min(a,b)] <br />Tension 321 400 -54 lbs [(Fp*Zcm - 0.9Wp*(min(a,b)/2) + Fv*(min(a,b)/2)) / min(a,b)] <br />ASD Factored <br />Total Shear 1163 1274 1892 lbs Fp/No. of Anchors <br />Short Side <br />Compression 922 1033 1282 lbs [(0.7Fp*Zcm + Wp*(max(a,b)/2) + 0.7Fv*(max(a,b)/2)) / max(a,b)] <br />Tension 86 117 -78 lbs [(0.7Fp*Zcm - 0.6Wp*(max(a,b)/2) + 0.7Fv*(max(a,b)/2)) / max(a,b)] <br />Long Side <br />Compression 1077 1213 1348 lbs [(0.7Fp*Zcm + Wp*(min(a,b)/2) + 0.7Fv*(min(a,b)/2)) / min(a,b)] <br />Tension 241 297 -12 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 a <br />curb and built-up platform. <br />. <br />  <br /> <br /> <br />1  2  <br />) <br />SCE Building C <br />Equipment Anchorage Calculations - HVAC UNIT <br />238143-BLDC <br />01 October 2024 <br />TSW <br />MEP <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 13 of 43 <br />1327 S Grand Ave <br />12/12/2024