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

Rooftop Structural Design Report February 17, 2023 Project Number:DSH-062R1/2204047 Page 12 WIND LOAD CALCULATIONS ON APPURTENANCES: Code: .nternatKmal Euirdmg Code :C15 _LI Occupancy: Occupancy Group = • Business Risk Category & Importance Factors: Risk Category :ategor,, II III bldgs and other structures except those listed in Categories I, III, ,S, I', _ J Wind Loads - Other Structures: ASCE 7- 16 Ultimate Wind Pressures ',m;.! Factor -7 : CC Gust Effect Factor i C.3 .--7 0 85 Ukirnatet4indSpeed. 110 mph Kzt =7 1 CC Exposure = r. , 1. Dish Proposed (1) JMA Wireless MX08FRO665-21 Panel (72.0"x20.0"x8.0", Wt. = 64.5 Ibs), Total (9) Front: A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) s h = 009 Case A & B Dist to sign top(h) 63.5 ft B s = 0 28 C. = 1 3 Height (s) 6 0 ft Li s = 0 00 F = qz G Cf As = 47.6 As Width (6) 1 7 ft Kz = 1 150 As ' 1 ) 0 sf Wall Return (Lr) = qz = 30 3 psf F = 476 lbs Directionality (Kci) -- •-• "-.E-Load Combinations 1..1,e zi Side: A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) s h = 009 Case A & B Dist to sign top(h) b..) -.) n B s = 0 11 C= = 1 89 Height (st 6 0 ft Lrs = 0 00 F = qz G Cf As = 48.8 As Width (B) 0 7 ft Kz = 1 150 As =7 1 ,, sf Wall Return (Lr) = qz = 30 3 psf F = 195 lbs Directionality (Kd; 0 85 .;SCE7 Load Combinations Use 2. Dish Proposed (1) Fujitsu TA08025-B604 RRH (14.9"x15.7"x7.8", Wt. = 63.9 Ibs), Total (9) Front: A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) sh = 0 02 Case A & B Dist to sign top (h) 63 5 ft B/s = 1 05 C. = 1 60 Height (s) 1 2 ft LP's = 0 00 F = qz G Cf As = 46.3 As Width (DI 1 3 ft Kz = 1 150 As 7, ' sf Wall Return (Li) = gz = 30 3 psf F = 75 lbs Directionality iKol 0 F ASCU Load Combinations use,..mi iv •