5828 GLENWOOD AVE VERIZON ANTENNA 2022-10-14

Valmont Industries, Inc. Engineering Data *** OVERVIEW *** 1. Structure design conforms to TIA-222-G Addendum 2 including: 85 mph Wind Speed (3 second gust, 50 year return period) 40 mph Ice Wind (50 year return period) 0.25 in ice thickness 60.0 mph Basic Wind Speed with no ice for twist and sway Exposure Category C Structure Classification II Topographic Category 1 Spectral response acceleration at short periods and 1 sec.: Ss = 1.43 & S1 = 0.54 Site class = D 2. Feedlines are assumed to be placed interior to the pole 3. All microwave assumed to be 2 GHz unless otherwise noted 4. Total pole height is 113.2 ft agl 5. Elevations are measured from top of base plate (approximately 1.0 ft agl) 6. TOTAL POLE HEIGHT IS 113 FT 2 IN AGL. 7. ELEVATIONS ARE MEASURED FROM TOP OF BASE PLATE (APPROX. 1 FT AGL). 8. POLE DESIGN MEETS 110 MPH ULTIMATE WIND SPEED. 9. ULTIMATE WIND SPEED CONVERTS TO 85 MPH NOMINAL WIND SPEED. 10. ULTIMATE TO NOMINAL WIND SPEED CONVERSION PER 2012 IBC 1609.3.1. *** Structure Anchorage Information *** Pole Height (ft) : 112.2 Number of Anchor Bolts: 10 Bolt Circle (in) : 47.25 Diameter of Anchor Bolts (in) : 1.75 Base Shear (lbs) : 13425 Length of Anchor Bolts (in) : 66.00 Base Vertical (lbs) : 16316 Projection Length (in): 9.00 Base Moment (in-kips) : 12578 Template OD (in) : 50.75 *** Loading Data*** Without Ice With Ice Qty Description ABP Height (ft) EPA (ft^2) Weight (lbs) EPA (ft^2) Weight (lbs) 3 SBJAH4-1D65B-DL (W/PM) 104.00 27.21 240 31.11 462 1 AT&T SITE PRO1 UWS6-NP 104.00 3.09 287 4.25 330 6 E14ROOP33 TMA 104.00 7.20 126 14.40 252 1 VZW SITE PRO 1 LWRM MOUNT 92.50 5.00 200 10.00 400 1 4FT LIGHTNING ROD 112.17 0.25 10 0.70 18 3 NNH4-65B-R6 (W/PM) 104.00 30.39 334 33.21 625 6 SBNHH-1D65C (W/PM) 92.50 68.82 473 72.00 1006 3 ALCATEL-LUCENT RRU 4449 B13 + B5 92.50 5.94 210 6.45 271 3 ALCATEL-LUCENT RRU 8843 B2 + B66A 92.50 5.94 210 6.45 271 3 RAYCAP RCMDC-6627-PF-48 92.50 12.18 96 12.93 217 ts.