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HVAC UNIT <br />Manufacturer: Carrier <br />Unit Model: 50HCQD08A2A6A0A0G0 <br />Mark: HP-9 <br />Load Path: B <br />Equipment Information <br />Equip. Weight = 1370 lbs. (Complete System Weight - Unit+Adapter+Curb) <br />Equip. Dimensions =59.5'' W x 88.125'' D x 49.375'' H <br />Curb/Adapter Information Platform Information <br />Curb Dimensions = 88'' W x 46.5'' D Platform Dimensions = 57.5'' W x 148'' D <br />Curb+Adapter Height = 24'' H Platform Height = 7'' 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 695 895 1370 1920 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 1768 2277 3485 4884 lbs Eq. 13.3-2 <br />Fpmin 0.3SDSIpWp 332 427 653 916 lbs Eq. 13.3-3 <br />Fp 1105 1423 2178 3053 lbs Eq. 13.3-1 -Controls <br />Fpv 0.2SDSWp 147 190 290 407 lbs <br />Fp 1105 1423 2178 3053 lbs <br />Equipment Photo <br />Anchor Demands <br />Unit to Curb Adapter to Curb Curb to Platform Platform to Roof <br />Total Weight 695 895 1370 1920 lbs <br />Fp 1105 1423 2178 3053 lbs <br />Fv 147 190 290 407 lbs <br />Zcm 24 33 40 34 in <br />a 59.5 88.0 88.0 57.5 in <br />b 88.1 46.5 46.5 148.0 in <br />LRFD Factored <br />Total Shear 1105 1423 2178 3053 lbs Fp/No. of Anchors <br />Short Side <br />Compression 796 1168 1951 2056 lbs [(Fp*Zcm + 1.2Wp*(max(a,b)/2) + Fv*(max(a,b)/2)) / max(a,b)] <br />Tension 67 228 512 40 lbs [(Fp*Zcm - 0.9Wp*(max(a,b)/2) + Fv*(max(a,b)/2)) / max(a,b)] <br />Long Side <br />Compression 943 1646 2828 3160 lbs [(Fp*Zcm + 1.2Wp*(min(a,b)/2) + Fv*(min(a,b)/2)) / min(a,b)] <br />Tension 214 706 1390 1144 lbs [(Fp*Zcm - 0.9Wp*(min(a,b)/2) + Fv*(min(a,b)/2)) / min(a,b)] <br />ASD Factored <br />Total Shear 774 996 1525 2137 lbs Fp/No. of Anchors <br />Short Side <br />Compression 613 889 1475 1593 lbs [(0.7Fp*Zcm + Wp*(max(a,b)/2) + 0.7Fv*(max(a,b)/2)) / max(a,b)] <br />Tension 57 173 379 57 lbs [(0.7Fp*Zcm - 0.6Wp*(max(a,b)/2) + 0.7Fv*(max(a,b)/2)) / max(a,b)] <br />Long Side <br />Compression 716 1224 2089 2365 lbs [(0.7Fp*Zcm + Wp*(min(a,b)/2) + 0.7Fv*(min(a,b)/2)) / min(a,b)] <br />Tension 160 508 993 829 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 20 of 43 <br />1327 S Grand Ave <br />12/12/2024