2707 COLBY AVE CINGULAR WIRELESS ANTENNAS 2021-11-01

• Project#:GED-328/7170287 Date:8/17/2017 Site#:WA6064/FA#10013187 MORRISON HERSHFiEI D By:NM 4.AT&T's Existing(1)Kathrein 742-265 Panel Antenna(75.4"x10.3"x5.3",Wt=50.71b), Front: A:Solidfrreestanding Walls&Solid Sigriel&open signs with less than 3i7°Topen) sih 0.04 Case A 8F B Dist to sign top(h) 154.0 ft B/s= 0.14 Cf = 1.88 Height (s) 6.3 ft Lr/s= 0.00 F=qz G Cf As = 65.1 As Width (B) 0.9 ft Kz = 1.545 As=' 5.4 sf Wall Return(Lr)= qz= 40.7 psf F = 351 lbs Directionality (Kd) 0.85 ASCE?Load Combinations Used V Side: A.Solid Freestanding Walls&Solid Signs (&open signs with less than 30% open) s/h= 0.04 Case A&B Dist to sign top(h) 154.0 ft B/s= 0.07 Cf = 1.93 Height (s) 8 3 ft Uls= 0.00 F=qz G Cf As = 66.7 As Width (B) 0.4 ft Kz = 1.545 As=� 2.8 sf Wall Return(Li')= qz= 40.7 psf F = 185 lbs Directionality (Kd) 0.85 ASCE7 Load Combinations Used V 5.AT&T's Existing(1)Lucent RRH4x25-WCS-4R RRU(34.7"x13.2"x11.3",Wt=911b),Total of(3) Front: A.Solid Freestanding Walls&Solid Signs(&open signs with less than 30% open) sth 0.02 Case A&B Dist to sign top(It) 155.5 ft B/s 0.38 Cf _ 1.85 Height (s) 2.9 ft Iris= 0.00 F=qz G Cf As = 64.1 As Width (B) 1.1 ft Kz = 1.547 As= 3.2 sf Wall Return(Lr)= qz= 40.7 psf F = 204 lbs Directionality (Kd) 0.85 ASCE7 Load Combinations Used V Side: A.Solid Freestanding Walls&Solid Signs(&open signs with less than 30%open) slh== 0.02 Case A&B Dist to sign top(h) 155.5 ft B/s 0.33 Cf = 1.85 Height (s) 2.9 ft Iris= 0.00 F=qz G Cf As = 64.1 As Width (B) 0.9 ft Kz 1.547 As= 2.7 sf Wall Return(Lr)= = 40.7 if F = 174 lbs Directionality (Kd) 0.85 ASCE7 Load Combinations Used V 6.AT&T's Proposed(1)Nokia Flexi RRH 4T4R B14 160W FRBI RRU(23"x12.6"x6.3",Wt=531b),Total of(3) Front: A.Solid Freestanding Walls&Solid Signs(&open signs with less than 30%open) slh= 0.01 Case A&B Dist to sign top(h) 155.0 ft B#s= 0-55 Height (s) 1.9 ft Lris= 0.00 F ,qz-G-C€As= 63.9 As Width (B) 1.1 ft Kz = 1.546 As 2 2.0 sf Wall Return(Lr)= qz= 40.7 psf F = 129 lbs Directionality (Kd) 0.851 ASCE7 Load Combinations Used V