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• <br /> Project#:GED-328/7170287 Date:8/17/2017 <br /> Site#:WA6064/FA#10013187 MORRISON HERSHFIELD <br /> By:NM <br /> 14.AT&T's Existing/Proposed(1)FC12 Box(19.2"x14.3"x6.3",Wt=251b),Total of(4) <br /> Front: <br /> A.Solid Freestanding Walls&-Solid-Signs(&open signs with less than 30% open) <br /> s/h 0.01 Case A&B <br /> Dist to sign top(h) 154.0 ft B/s 0.74 Cf 1.83 <br /> Height (s) 1.6 ft Lris= 0-00 F=qz G Cf As 63.1 As <br /> Width (B) 12 ft Kz = 1.545 As 2 1.9 sf <br /> Wall Return(Lr)= qz= 40.7 psf F 120 lbs <br /> Directionality (Kd) 0.85 ASCE7 Load Combinations Used !�1 <br /> Side: <br /> A.Solid Freestanding Walls&Solid Skins(&open signs with less than 30% open) <br /> sih"= 0.01 Case A&B <br /> Dist to sign top(h) 154.0 ft B/s= 0.33 Cf = 1.85 <br /> Height (s) 1-6 ft Lris= 0.00 F=qz'G Cf As = 64.0 As <br /> Width (B) 0-5 ft Kz = 1.545 As 2 0.8 sf <br /> Wall Return(Lr)= qz= 40.7 psf F = 54 lbs <br /> Directionality (Kd) 0.85 ASCE7 Load Combinations Used i <br /> Sled Mount Member Wind Loads- <br /> 15. L3-1/2x3-1/2x3/8 Horizontal Angle (3.5"Width)Wind Load <br /> w=(62.2 psf(3.5/12 ft)= 18.1 lbs/ft <br /> B.Open Signs &Lattice Frameworks(openings 30%or more of gross area) <br /> Height to centroid of Af(z)' 154.0 ft Kz = 1.545 <br /> Base pressure(qz)= 40.7 psf <br /> Width(zero if round)' 0.3 ft <br /> Diameter(zero if feet 0.0 ft F=qZ G Cf Af = 62.2 Af <br /> Percent of open area i = 0.15 Solid Area:Af =' 0.0 sf <br /> to gross area 85.0% Cf = 18 F 0 lbs <br /> Directionality (Kd) 0.85 ASCE7 Load Combinations Used vr <br /> 16. L3x3x1/4 Other Sled Members (3.0"Width)Wind Load <br /> w=(62.2 ps fl(3/12 ft) = 15.6 lbs/ft <br /> B.Open Signs&Lattice Frameworks(openings 30°%or more of gross area) <br /> Height to centroid of Af(z)' 154.0 ft Kz = 1,545 <br /> Base pressure(qz)= 40.7 psf <br /> Width(zero if round)' 0.3 ft <br /> Diameter(zero if reel 0.0 ft F=qz G Cf Af = 62.2 Af <br /> Percent of open area I. = 0-15 Solid Area:Af ' 0.0 sf <br /> to gross area 85.0% Cf = 1.8 F = 0 lbs <br /> Directionality (Kd) 0-85 ASCE7 Load Combinations Used <br />