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HVAC UNIT <br />Manufacturer: Carrier <br />Unit Model: 50GCQM04A2A6A0A0A0 <br />Mark: HP-11 <br />Load Path: B <br />Equipment Information <br />Equip. Weight = 900 lbs. (Complete System Weight - Unit+Adapter+Curb) <br />Equip. Dimensions =46.625'' W x 74.375'' D x 33.325'' H <br />Curb/Adapter Information Platform Information <br />Curb Dimensions = 40.625'' W x 69.375'' D Platform Dimensions = 84'' W x 149'' D <br />Curb+Adapter Height = 26'' H Platform Height = 6'' 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 Platform Platform to Roof <br />Wp 574 774 900 1325 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 Adapter to Curb Curb to Platform Platform to Roof <br />Fpmax 1.6SDSIpWp 1460 1969 2290 3371 lbs Eq. 13.3-2 <br />Fpmin 0.3SDSIpWp 274 369 429 632 lbs Eq. 13.3-3 <br />Fp 913 1231 1431 2107 lbs Eq. 13.3-1 -Controls <br />Fpv 0.2SDSWp 122 164 191 281 lbs <br />Fp 913 1231 1431 2107 lbs <br />Equipment Photo <br />Anchor Demands <br />Unit to Curb Adapter to Curb Curb to Platform Platform to Roof <br />Total Weight 574 774 900 1325 lbs <br />Fp 913 1231 1431 2107 lbs <br />Fv 122 164 191 281 lbs <br />Zcm 17 28 32 27 in <br />a 46.6 40.6 40.6 84.0 in <br />b 74.4 69.4 69.4 149.0 in <br />LRFD Factored <br />Total Shear 913 1231 1431 2107 lbs Fp/No. of Anchors <br />Short Side <br />Compression 615 1050 1299 1316 lbs [(Fp*Zcm + 1.2Wp*(max(a,b)/2) + Fv*(max(a,b)/2)) / max(a,b)] <br />Tension 13 237 354 -76 lbs [(Fp*Zcm - 0.9Wp*(max(a,b)/2) + Fv*(max(a,b)/2)) / max(a,b)] <br />Long Side <br />Compression 740 1406 1769 1610 lbs [(Fp*Zcm + 1.2Wp*(min(a,b)/2) + Fv*(min(a,b)/2)) / min(a,b)] <br />Tension 138 593 824 219 lbs [(Fp*Zcm - 0.9Wp*(min(a,b)/2) + Fv*(min(a,b)/2)) / min(a,b)] <br />ASD Factored <br />Total Shear 639 861 1002 1475 lbs Fp/No. of Anchors <br />Short Side <br />Compression 477 797 981 1027 lbs [(0.7Fp*Zcm + Wp*(max(a,b)/2) + 0.7Fv*(max(a,b)/2)) / max(a,b)] <br />Tension 17 178 261 -33 lbs [(0.7Fp*Zcm - 0.6Wp*(max(a,b)/2) + 0.7Fv*(max(a,b)/2)) / max(a,b)] <br />Long Side <br />Compression 564 1046 1310 1233 lbs [(0.7Fp*Zcm + Wp*(min(a,b)/2) + 0.7Fv*(min(a,b)/2)) / min(a,b)] <br />Tension 105 427 590 173 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 <br />adapter, curb, and built-up platform. <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 22 of 43 <br />1327 S Grand Ave <br />12/12/2024