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project by CASA <br /> location date 5/23/2025 <br /> client job no. 22-115 <br />CLU3236/CLL03236 <br />2333 NORTH BROADWAY <br />SMARTLINK <br />Wp (lb) <br />119.0 <br />133.6 <br />158.6 <br />128.0 <br />73.0 <br />66.0 <br />68.4 <br />73.0 <br />73.0 <br />73.0 <br />79.4 <br />0.0 <br />0.0 <br />DL ELat EVert W L <br />LC1 1.4 0 0 0 0 <br />LC2 1.2 0 0 1 0 <br />LC3 1.2 1 1 0 0 <br />Total Vert Total Horiz Total Vert Total Horiz Total Vert(+Ev)Total Horiz Vertical Horizontal <br />166.6 0.0 142.8 448.2 168.1 60.6 168.1 448.2 <br />187.0 0.0 160.3 162.4 188.7 68.0 188.7 162.4 <br />222.0 0.0 190.3 472.6 224.0 80.8 224.0 472.6 <br />179.2 0.0 153.6 316.2 180.8 65.2 180.8 316.2 <br />102.2 0.0 87.6 96.8 103.1 37.2 103.1 96.8 <br />92.4 0.0 79.2 69.4 93.2 33.6 93.2 69.4 <br />95.8 0.0 82.1 61.9 96.6 34.8 96.6 61.9 <br />102.2 0.0 87.6 96.8 103.1 37.2 103.1 96.8 <br />102.2 0.0 87.6 109.9 103.1 37.2 103.1 109.9 <br />102.2 0.0 87.6 116.5 103.1 37.2 103.1 116.5 <br />111.2 0.0 95.3 65.4 112.1 40.4 112.1 65.4 <br />0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 <br />0 <br />0 <br />40.4 <br />0.0 <br />0.0 <br />16.8 <br />0.0 <br />0.0 <br />RRUS-4478 B5 <br />0.0 <br />RRUS 4478 B12A <br />RRUS 4478 B12A <br />0 <br />ELat (lb) <br />60.6 <br />80.8 <br />65.2 <br />96.8 <br />LRFD Load Combinations <br />69.4 <br />KATHREIN 800-10965K <br />Load Case 1 Load Case 2 Load Case 3 Factored Design Forces (lb) <br />CCI TPA-65R-BU6DA-K <br />ERICSSON AIR6449 N77D <br />QUINTEL QS6658-3E <br />RRUS 4415 B25 <br />RRUS 4426 B66 <br />RRUS-4478 B14 <br />RRUS-32 B30 <br />RRUS-E2 B29 <br />Factored Loads <br />RRUS-32 B30 37.2 15.5 109.9 <br />CCI TPA-65R-BU6DA-K <br />KATHREIN 800-10965K <br />RRUS 4415 B25 <br />Wind and Seismic Analysis for Appurtenances per ASCE 7-16 & TIA 222-H <br />Design Loads Summary <br />65.4 <br />0.0 <br />316.2 <br />162.4 <br />61.9 <br />96.8 <br />Seismic Forces Wind Forces <br />33.6 <br />RRUS 4426 B66 <br />RRUS-4478 B14 <br />Item FA Max. (lb) <br />448.2 <br />34.8 <br />37.2 <br />+/- Evert (lb) <br />25.3 <br />33.7 <br />27.2 <br />15.5 <br />14.0 <br />14.5 <br />15.5 <br />472.6 <br />*Max Wind and Seismic forces will be analyzed in each orthogonal <br />direction for each component. The worst case appurtenance <br />loading will be used for the (E) mount structure. <br />RRUS-E2 B29 37.2 15.5 116.5 <br />37.2 <br />QUINTEL QS6658-3E <br />RRUS-4478 B5 <br />ERICSSON AIR6449 N77D 68.0 28.3 <br />AT&T <br />CLU3236/CLL03236 <br />Page 19 of 19