5828 GLENWOOD AVE VERIZON ANTENNA 2022-10-14

Page mx ower Job Glenwood 16 of 19 Core One Consulting Project Date 5062ndAve.Suite 1533 113.17' Monople 14:57:19 03/23/21 Seattle, WA Client Designed by Phone:(855)-708-2195 Tilson FAX: 3 Yes 4 0.00000001 0.00004480 4 Yes 5 0.00000001 0.00010209 5 Yes 5 0.00000001 0.00004811 6 Yes 5 0.00000001 0.00010186 7 Yes 5 0.00000001 0.00004800 8 Yes 4 0.00000001 0.00009296 9 Yes 4 0.00000001 0.00004534 10 Yes 5 0.00000001 0.00010220 11 Yes 5 0.00000001 0.00004815 12 Yes 5 0.00000001 0.00010197 13 Yes 5 0.00000001 0.00004804 14 Yes 4 0.00000001 0.00009233 15 Yes 4 0.00000001 0.00004481 16 Yes 5 0.00000001 0.00010197 17 Yes 5 0.00000001 0.00004804 18 Yes 5 0.00000001 0.00010220 19 Yes 5 0.00000001 0.00004815 20 Yes 4 0.00000001 0.00009296 21 Yes 4 0.00000001 0.00004534 22 Yes 5 0.00000001 0.00010186 23 Yes 5 0.00000001 0.00004800 24 Yes 5 0.00000001 0.00010209 25 Yes 5 0.00000001 0.00004811 26 Yes 4 0.00000001 0.00000001 27 Yes 4 0.00000001 0.00064082 28 Yes 4 0.00000001 0.00065338 29 Yes 4 0.00000001 0.00065409 30 Yes 4 0.00000001 0.00064299 31 Yes 4 0.00000001 0.00065654 32 Yes 4 0.00000001 0.00065724 33 Yes 4 0.00000001 0.00064515 34 Yes 4 0.00000001 0.00065724 35 Yes 4 0.00000001 0.00065654 36 Yes 4 0.00000001 0.00064299 37 Yes 4 0.00000001 0.00065409 38 Yes 4 0.00000001 0.00065338 39 Yes 4 0.00000001 0.00002846 40 Yes 4 0.00000001 0.00016694 41 Yes 4 0.00000001 0.00016616 42 Yes 4 0.00000001 0.00002850 43 Yes 4 0.00000001 0.00016735 44 Yes 4 0.00000001 0.00016657 45 Yes 4 0.00000001 0.00002848 46 Yes 4 0.00000001 0.00016657 47 Yes 4 0.00000001 0.00016735 48 Yes 4 0.00000001 0.00002850 49 Yes 4 0.00000001 0.00016616 50 Yes 4 0.00000001 0.00016694 Maximum Tower Deflections -Service Wind Section Elevation Hors. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L 1 113.17-63.5 13.991 45 0.8889 0.0001 L2 68.95-35.12 6.067 45 0.7596 0.0000 L3 41-1 2.280 45 0.4945 0.0000 21 / So