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

Rooftop Structural Design Report February 17, 2023 Project Number:DSH-062R1/2204047 Page 15 4. Dish Proposed(1) PCTEL GPSGL-TMG-SPI-40NCB GPS(3.2"x7.3", Wt. = 0.75 lb) Front& Side A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) srh = 001 Case A & B Dist to sign top(h) 63 5 ft Bls = 0 44 C, = 1 65 Height (s) 0.6 ft Lris = 0 00 F = qz G Cf As = 47.6 As Width (B) 0 3 ft Kz = 1 150 As 7 sf Wall Return (Lr) = qz = 30 3 psf F = 8 lbs Directionality (Kd) 0 85 :.SCE7 load Combinations Use. WIND LOAD CALCULATIONS ON ANTENNA FRP ENCLOSURES: Code: International Building Code 201E _.J Occupancy: Occupancy Group = Eus,ne; zi Risk Category & Importance Factors: Risk Category = Category II . 4,11 bldgs and other structures except those listed in Categories I, III, & I! 2j Wind Loads - Other Structures: ASCE 7- 16 Ultimate Wind Pressures 'tond Factor = I.CC Gust Effect Factor iG = 0.8E UitimareWindSpeed= 110 mph K:t , 1 CC Exccsure = 1. Alpha Sector(10.0'x7.0'x8.0' Enclosure) Front A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) s,/h = 013 Case A & B Dist to sign top(h) 63 5 ft B.'s = 1 25 C, = 1 80 Height (s) 8 0 ft Lr/s = 0 00 F = qz G Cf As = 46.3 As Width (B) 10 0 ft Kz = 1 150 As . sf Wall Return (Lr) = qz = 30 3 psf F = 3707 lbs Directionality (Kd) 4SCE7 load Combinations Usei2 Jr Side A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) sh = 013 CaseA & B Dist to sign top(h) 63 5=, rt a = 0 88 C, = 1 ;31 Height (s) 8 0 ft Lrfs = 0 00 F = qz G Cf As = 46.7 As ','/idth (B) 7 0 ft Kz = 1 150 As 7 sf Vall Return (Lr)= qz = 30 3 psf F = 2613 lbs Directionality (Kd) ?._ : ASCE7 load Combinations UseJ iir U .