2707 COLBY AVE CINGULAR WIRELESS ANTENNAS 2021-11-01

111 Project#:GED-328/7170287 Date:8/17/2017 Site#:WA6064/FA#10013187 MORRISON HERSHFIELD By:NM Side: A.Solid Freestanding Walls&Solid Signs(&open signs with less than 30% open) s/h= 0.01 Case A&B Dist to sign top(h) 154.4 ft B/s= 0.38 Cf = 1.85 Height (s) 1.2 ft Lrls= 0.00 F=qz G Cf As = 64.0 As Width (B) 0.5 ft Kz = 1.545 As 0.5 sf Wall Return(Lr)= qz= 40.7 psf F = 34 lbs Directionality (Kd)' 0.85 ASCE7 Load Combinations Used 12.AT&T's Existing(1)Powerwave LGP21401 TMA(9.2"x14.4"x2.6",Wt=14.1Ib),Total of(2) Front: A.Solid.Freestanding Walls&Solid Signs(&open signs with less than 30%open) s/h= 0.00 CaseA&B Dist to sign top(h) 154.4 ft B/s= 1.57 Cr = 1.80 Height (s) 0.8 ft Lr/s= 0.00 F=qz G Cf As = 62.3 As Width (B) 1.2 ft Kz = 1.545 As 2 0.9 sf Wall Return(Lr)= qz= 40.7 psf F = 57 lbs Directionality (Kd) 0.85 ASCE7 Load Combinations Used V Side: A.Solid Freestanding Walls&Solid Signs(&open signs with less than 30% open) s/h= 0.00 Case A&B Dist to sign top(h) 154.4 ft Bls= 028 Cf = 1.85 Height (s) 0.8 ft Lr/s 0.00- F=qz G Cf As = 64.0 As Width (B) 0.2 ft Kz = 1.545 As=' 0.2 sf Wall Return(Lr)= qz= 40.7 psf F = 11 lbs Directionality (Kd) 0.85 ASCE7 Load Combinations Used • 13.AT&T's Existing/Proposed(1)Raycap DC2 Surge Arrestor Box(10.75"x10.25"x6.29",Wt=151b),Total of(9) Front: A.Solid Freestanding Walls&Solid Signs(&open signs with less than 30%open) s/h= 0.01 Case A'&B Dist to sign top(h) 154.0 ft B/s= 0.95 Cf = 1.80 Height (s) 0.9 ft Iris= 0.00 F=qz G Cf As = 62.4 As Width (B) 0.9 ft Kz = 1.545 As 2 0.8 sf Wall Return(Lr)= qz= 40.7 psf F = 48 lbs Directionality (Kd) 0.85 ASCE7 Load Combinations Used Side: A Solid Freestanding Walls&Solid Signs f&open signs with less than 30% open} s/h= 0.01 Case A&B Dist to sign top(h) 154.0 ft B/s= 0.59 Cf; = 1.84 Height (s) 0.9 ft Lr/s= 000 F=qz G Cf As = 63.7 As Width (B) 0.5 ft Kz = 1.545 As 0.5 sf Wall Return(Lr)= qz= 40.7 psf F = 30 lbs Directionality (Kd) 0.85[ASCU Load Combinations Used !V