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Project#:GED-328/7170287 Date:8/17/2017 <br /> Site#:WA6064/FA#10013187 MORRisoN HERSHFiEt_D By:NM <br /> Side: <br /> A.Solid Freestanding Walls&Solid Skins(&open skins with less than 30%open) <br /> sih=Y 0.05 case A&B <br /> Dist to sign top(h) 158.0 ft 13/s= 0.07 Cf = 1.93 <br /> Height (s) 8.0 ft Cris= 0.00 F=qz G Cf As = 66.9 As <br /> Width (B) 0.6 ft Kz = 1.552 As 2 4.7 sf <br /> Wall Return(Lr)= qz= 40.9 if F = 317 lbs <br /> Directionality (Kd) 0.85 ASCE7 Load Combinations Used <br /> 2.AT&T's Proposed(2)TenXc BSA-M65R-BUU-H6_L Panel Antenna(72"x28.5"x9.6",Wt=861b), <br /> Front: <br /> A. Solid Freestanding Walls&Solid Skins(&open signs with less than 30% open) <br /> sih= 0.04 Case A&B <br /> Dist to sign top(h) 154.0 ft` Bis= 0-40` Cf = 1.85 <br /> Height (s) 6.0 ft Cris= ` 0.00 F=qz GCf As 64.0 As <br /> Width (B) 2.4 ft Kz = 1.545 As= 14.3 sf <br /> Wall Return(Lr)= qz= 40.7 sf F = 911 lbs <br /> Directionality (Kd) 0.85 ASCE7 Load Combinations Used <br /> Side: <br /> A.Solid Freestanding Walls&Solid Skins(&open skins with less than 30% open) <br /> sih= 0.04 Case A&B <br /> Dist to sign top(h) 154.0 ft Bis= 0.13 Cf = 1.88 <br /> Height (s) 6.0 ft iris= 0.00 F qz GCf As = 65.1 As <br /> Width (B) 0.8 ft ` Kz = 1.545 As= 4.8 sf <br /> Wall Return(Lr)= qz= 40.7 sf F = 313 lbs <br /> Directionality (Kd) 0.85 ASCE7 Load Combinations Used <br /> 3 AT&T's Existing(2)TenXc BSA-DA65-19R212_L Panel Antenna(64"x32"x9",Wt=106kb),Total of(2) <br /> Front: <br /> A.Solid Freestanding Walls&Solid Skins(&open skins with less than 30%open) <br /> sih 0.03 Case A&B <br /> Dist to sign top(h) 154.0 ft Bis= 0.50 Cf`= 1.85 <br /> Height (s) 5.3 ft Cris= 0.00 F=qz G Cf As = 64.0 As <br /> Width (B) 2.7 ft' Kz 1.545 As=" 14.2 sf <br /> Walt Return(Lr)= qz= 40.7 psf F = 910 lbs <br /> Directionality (Kd) 0.85 ASCE7 Load Combinations Used Nr l <br /> Side: <br /> A.Solid Freestanding Walls&Solid Skins(&open skins with less than 30%.open' <br /> sih= 0.03 Case A&B <br /> Dist to sign top(h) 154.0 ft Bis= 0.14 Cf = 1;88 <br /> Height (s) 5.3 ft Lris= 0.0a F=qz G Cf As = 65.0 As <br /> Width (B) 0.8 ft Kz = 1.545. As=' 4.0 sf <br /> Wall Return(Lr) qz= 40.7 psf F = 260 lbs <br /> Directionality (Kd) 0.85 ASCE7 Load Combinations Used EL <br />