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150.0 ft <br /> rat <br /> N S a e a DESIGNED APPURTENANCE LOADING <br /> S TYPE ELEVATION TYPE ELEVATION <br /> o <br /> N N Luminaire(Verizon) 150 DBC-67C-U-1SF(Verizon) 142 <br /> OBC-67C-U-1SF(Verizon) 148 CWX063-X13000(Verizon) 142 <br /> DBC-67C-U-1SF(Verizon) 148 CWX063-X13000(Verizon) 142 <br /> _ 131.0 ft CWX063•X13000(Verizon) 148 DBC-67C-U•1SF(Verizon) 142 <br /> DBC67CU-1SF(Verizon) 148 DBC-67C-U•1SF(Verizon) 142 <br /> DBC-67C-U•1SF(Verizon) 148 CWX063-X13000(Verizon) 142 <br /> a, CWX063-X13G00(Verizon) 148 Flag Load 140 <br /> PBC-67CU•7SF(Verizon) 148 Amphend Smart Bias-T(Verizon) 135 _ <br /> < OBG67GU•ISF(Verizon) 148 Amphend Smart Bias-T(Verizon) 135 <br /> CWX063-X13000(Venzon) 148 Amphend Smart Bias-T(Verizon) 135 <br /> OBC67C-U-1SF(Verizon) 142 Amphend Smart Bias-T(Verizon) 135 <br /> OBC-67C-U•1SF(Verizon) 142 135 <br /> 0130-67C-U-1SF(Verizon) 142 135 <br /> INMATERIAL STRENGTH <br /> 1 N i7 O O O <br /> N 7 12 § § GRADE Fy Fu GRADE Fy Fu <br /> • <br /> d. 0 v N n N A53-B-35 35 ksi 63 ksi A572-65 65 ksi 80 kat <br /> TOWER DESIGN NOTES <br /> 1. Tower is located in Snohomish County,Washington. <br /> 2. Tower designed for Exposure B to the TIA-222-G Standard. <br /> 3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. <br /> 4. Tower is also designed for a 30 mph basic wind with 0.25 in ice.Ice is considered to <br /> increase in thickness with height. <br /> 5. Deflections are based upon a 60 mph wind. <br /> 6. Tower Structure Class II. <br /> _ <br /> 82.7 ft 7. Topographic Category 1 with Crest Height of 0' <br /> 8. TOWER RATING:53.1% <br /> 0 <br /> t. <br /> N P <br /> M O ,- CO 'n co, CO to OD <br /> G sT <br /> O in f�9 <br /> / 41.38 <br /> ALL REACTIONS <br /> ARE FACTORED <br /> AXIAL <br /> 20989 Ib <br /> SHEAR 4 MOMENT I-tS IJ 9-eAGT rota S <br /> a il 1 N M 1284/b 90 kip-ft <br /> m $ <br /> N r <br /> 0 j 3 N <br /> TORQUE o kip-ft i"‘: 771 +�- f fllo = 4187 It-fit <br /> 30 mph WIND-0.2500 in ICE <br /> AXIAL <br /> 164421b V- II.4751‘./t,to ,: ?. 3 5s <br /> SHEAR MOMENT A' 14.4/42 kr✓1,2. > j 3.7 +iC, <br /> 116751b 779 kip-ft <br /> 0.08 <br /> m. TORQUE 2 kip-ft <br /> N REACTIONS-85 mph WIND <br /> 9 .--. L <br /> N CC <br /> € r° <br /> a B 'w <br /> m (9 <br /> (b <br /> ABC Engineering job SEA Dagmar <br /> ABC1234 W.Jones St. PfaJeet:Verizon Wireless Antenna Modifications <br /> Smallville, PA 12345 cue"' New Wave Architecture Drawn by:nicks App'd: <br /> Consulting Engineers Phone:(555)555-1234 code: TIA-222-G Date:09/18/17 state: NTS <br /> FAX:(555)555-1235 Path: Dwg No. ' <br />