2707 COLBY AVE CINGULAR WIRELESS ANTENNAS 2021-11-01

• Project#:GED-328/7170287 Date:8/1 T/2017 Site#:WA6064/FA 610013187 MORRISON HERSHFIELD By:NM 9.AT&T's Existing(1)Lucent RRH2x60-850 RRU(18.5"x11.22"x8.86",Wt=54.51b),Total of(3) Front: A.Solid`Frreestandinq-Walis&Solid Skins(&-open sians-with-less than-30% open)-___ - s/h= 0.01 CaseA&B Dist to sign top(h) 154.7 ft B/s= 0.61 Cf = 1.84 Height (s) 1.5 ft Lr/s= 0.00 F=qz G Cf As = 63.6 As Width (B) 0.9 ft Kz = 1.546 As 2 1.4 sf Wall Return(Lr)= qz= 40.7 psf F = " 92 lbs Directionality (Kd) 0.85 ASCE7 Load Combinations Used Side: A. Solid Freestanding Walls&Solid Siggns(&open signs with less than 30% open) s/h= 0.01 Case A&B Dist to sign top(h) 154.7 ft Bts= 0.48 Cf = 1.85 Height (s) 1 5 ft Lr/s= 0.00 F=qz G Cf As = 64.0 As Width (B) 0.7 ft Kz = " 1.546 As=' 1-1 sf Wall Return(Lr)= qz= 40.7 psf F = 73 lbs Directionality (Kd) 0 85;ASCE7 Load Combinations Used w 10.AT&T's Existing(1)Lucent 625 RRH4x30-4R RRU (22"x12"x9.5",Wt=551b),Total of(3) Front: A.Solid Freestanding Walls&Solid Skins(&open signs with less than 30°/Q open) sth= 0.01 CaseA&B Dist to sign top(h) 154.9 ft B/s= 0.55 Cf = 1.85 Height (s) 1.8 ft Lrls= 0.00 F=qz G Cf As = 63.9 As Width (B) 1.0 ft Kz = 1.546 As 1.8 sf` Wall Return(Lr)= qz= 40.7 psf F = 117 lbs Directionality (Kd) 0.85 1 ASCE7 Load Combinations Used Side: A.Solid Freestanding Walls&Solid Skins(&open signs with less than 30% open) sib= 0.01 Case A&:B Dist to sign top(h) 154.9 ft Bts= 0.43 Cf = 1.85 Height (s) 1.8 ft Lrls= 0.00 F=qz G Cf As = 64.0 As Width (B) 0.8 ft Kz = 1.546 As=' 1.5 sf Wall Return(Lr)_ qz= 40.7 psf F = 9.3 Ibs Directionality (Kd) 0.85 ASCE7 Load Combinations Used Lri 11.AT&T's Existing(1)Powerwave TT08-19DB111-001 TMA(14.2"x6.7"x5.4",Wt=221b),Total of(4) Front: A.Solid Freestanding Walls&Solid Skins(&open skins with less than 30%open) sth= 0.01 Case A&B- Dist to sign top(h) 154.4 ft B/s 0.47 Cf = 1.85 Height (s) 1.2 ft Lrls 0.00 - F=qz_G Cf As• 64.0 As Width (B) 0.6 ft Kz == 1.545,.. -- pis-' 0 7-sf :. Wall Return(Lr)-= qz= F = 42 lbs Directionality (Kd) 0.85 ASCE7 Load Combinations Used