2707 COLBY AVE CINGULAR WIRELESS ANTENNAS 2021-11-01

• Project#:GED-328/7170287 Date:8/17/2017 Site#:WA6064/FA#10013187 MORRISON HERSHFIELD By:NM Side: A.Solid Freestanding Walls&Solid Skins(&open skins with less than 30% open) s/h= 0.01` Case A&B Dist to sign top(h) 155.0 ft B/s= 027 Cf = 1.85 Height (s) 1.9 ft Lr/s-= 0.00 F=qz 6 Cf As = 64.0 As Width (B) 0.5 ft Kz = 1.546 As 2 1 A sf Wall Return(Lr)= yz= 40.7 Rif F = 64 lbs Directionality (Kd) 0.85 ASCE7 Load Combinations Used 7.AT&T's Proposed(1)Lucent B66A-RRH4x45 RRU(25.8"x11.8"x7.2",Wt=56.81b),Total of(3) Front: A. Solid Freestanding Walls&Solid Skins(&open signs with less than 30% open) sth= 0.01 CaseA&B Dist to sign top(h) 155.1 ft B/s= 0.46 Cf = 1.85 Height (s) 2.2 ft Lr/s= 0.00 F=qz S Cf As = 64.0 As Width (B) 1.0 ft Kz = 1.547 As=1 2.1 sf Wall Return(Lr)= qz= 40.7 psf F = 135 lbs Directionality (Kd) 0.85 ASCE7 Load Combinations Used Side: A.Solid Freestanding Walls&Solid Skins(&open signs with less than 30% open) s/h-= 0.01 Case A&B Dist to sign top(h) 155.1 ft B/s= 0.28 Cf = 1.85 Height (s) 2.2 ft Lr/s= 0.00 F=qz G Cf As = 64.0 As Width (B) 0.6 ft Kz = 1.547 As 1.3 sf Wall Return(Lr)= gz:= 40.7 sf F = 83 lbs Directionality (Kd) 0.85 ASCE7 Load Combinations Used IF 8.AT&T's Existing(1)Lucent RRH2x40W-07L RRU(19.3"x10.63"x9.7",Wt=52.41b),Total of(3) Front: A.Solid Freestanding Walls&Solid Signs(&open signs with less than 30% open) 0.01 Case A&B Dist to sign top(h) 155"0 ft Bis= 0.55 Cf = 1.84 Height (s) 1.8 ft Lrls= 0.00 F'=qz G Cf As = 63.9 As Width (B) 0.9 ft Kz = 1.546 As= 1-4 sf Wall Return(Lr)= f 40.7 Rif F = 91 lbs Directionality (Kd) 0.85 ASCE7 Load Combinations Used Side: A.Solid Freestanding Walls&Solid Signs(&open signs with less than 30% open) s/h= 0.01 CaseA&B Dist to sign top(h) 155.0 ft B/s= 0.50 Cf = 1.85 Height (s) 1.6 ft Lr/s 0_00 F qz G Cf As = 64.0 As Width (B) 0.8 ft Kz = 1.546 As= 1.3 sf Wall Return(Lr)= - qz= 40.7 psf F = .53 lbs Directionality (Kd) 0.85 ASCE7 Load Combinations Used