1020 N BROADWAY DISH WIRELESS COMMUNICATIONS EQUIPMENT 2025-04-24

Rooftop Structural Design Report February 17, 2023 Project Number:DSH-062R1/2204047 Page 13 Side: A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) sth = 002 Case A8B Dist to sign top(h) 63 5 ft Bts = 0 50 C= = 1 85 Height (s) 1 3 ft Lrts = 0 00 F = qz G Cf As = 47.6 As Width (B) 0 7 ft Kz = 1 150 As ' 0 c, sf Wall Return (Lr)= qz = 30 3 psf F = 40 lbs Directionality (Kd) :.SCE7 Load Combinations Use 3. Dish Proposed (1) Fujitsu TA08025-B605 RRH (14.9"x15.7"x9.0", Wt. = 75.0 Ibs), Total (9) Front: A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) sh = 002 Case A8B Dist to sign top(h) 63 5 ft B1s = 1 05 C, = 1 80 Height (s) 1 2 ft Lrts = 0 00 F = qz G Cf As = 46.3 As Width (B) 1 3 ft Kz = 1 150 As ' sf Wall Return (Lr) = qz = 30 3 psf F = 75 lbs Directionality (Kd) 0 85;ASCE7 Load Combinations Use.zJ Side: A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) sib = 002 Case ABB Dist to sign top(h) 63 5 ft Bfs = 0 57 C, = 1 0-1 Height (s) 1 3 ft Lr/s = 0 00 F = qz G Cf As = 47.4 As Width (B) 0 8 ft Kz = 1 150 As .' sf Wall Return (Lr) = qz = 30 3 psf F = .47 I Directionality (Kd) 0 85 AsCE7 Load Combinations Use2j 4. Dish Proposed (1) Raycap RDIDC-9181-PF-48 Squid (19.0"x14.4"x8.2", Wt. = 21.8 Ibs), Total (3) Front: A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) s/h = 0 02 Case A 8 B Dist to sign top(h) 63 5 ft B/s = 0 76 C, = 1 82 Height (s) 1 6 ft Lr/s = 0 00 F = qz G Cf As = 47.0 As Width (B) 1 2 ft Kz = 1 150 As ' sf Wall Return (Lr) = qz = 30 3 psf F = 89 lbs Directionality (Kd) 0 85 ASCE7 Load Combinations Use Side: A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) sh = 002 Case A8B Dist to sign top(h) 63 5 ft B;s = 0 43 C. = 1 85 Height (s) 1 6 ft Lr's = 0 00 F = qz G Cf As = 47.6 As Width (B) 0 7 ft Kz = 1 150 As ' 1 1 sf Wall Return (Lr) = qz = 30 3 psf F = 52 lbs Directionality (Kd) 0 85 ASCE7 Load Combinations Use.zj D.' ■