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DESIGNED APPURTENANCE LOADING <br /> 160.0n TYPE ELEVATION TYPE ELEVATION <br /> Mount(Sno911) 178 RFI COL53-160,16.5'Omni(VHF 158 , <br /> ���111 Mount(Sno911) 178 SNOFIREIO) <br /> 1 e Dish Mount(Sno911) 158 <br /> N v ic Mount(Sno911) 178 ( ) <br /> ,( i Mast 10'x3"(Sno911) 173 ( pac) <br /> F4'MW HP Sno911-Sno 158 <br /> a e f �I Tower Top Amp(Sno911) 178 Mast 9x2.5"(Sno911) 154 <br /> , � �.'I 3'x1.5"Mast(Sno911) 173 Mast 9x2.5"(Sno911) 154 <br /> Li , I <br /> 4ft L-rod on pipe ext(Sno911) 173 (2)Small Panel Antenna(PD) 154 <br /> 160.0 n i Beacon 178 Sector Mount @ 154'(Sno911) 154 <br /> ZRFI CC807-08,9.5'Omni(P25 800 76 Mast 9)2.5"(Sno911) 154 <br /> MHz RX) Dish Mount(Sno911) 151 <br /> N 1D co <br /> �■� RFI CC807-08,9.5'Omni(P25 800 178 --- 6'MW HP(Cleannew) 1511 <br /> p of a MHz - __- <br /> _'Mount(Sno911) 150 <br /> en TTA(P25 800 MHz RX) 178 __ __Small Panel Antenna(PD) 150 <br /> °' SitePro1 VFA12-HD(P25 800 MHz 165 Dish Mount(DEM) 98 <br /> TX) <br /> 3 (D <br /> 'MW HP E 98 <br /> 140.0 a RFI BPA7496-180-11(P25 800 MHz 165 Obstruction Lights(Sno911) 87 <br /> Obstruction Lights(Sno911) 87 <br /> coTFI BPA7496-180-11(P25 800 MHz 165 Obstruction Lights(Sno911) 87 <br /> 6'Standoff(VHF SNOFIREIO) 158 Mount(Sno911) 27 <br /> C H - - - 2.5'omni(Sno911) 27 <br /> d N - <br /> MATERIAL STRENGTH <br /> 120.0 ft GRADE Fy Fu I GRADE I Fy I Fu <br /> A500-46 46 ksi 62 ksi A36 36 k-i 58 ksi <br /> m <br /> TOWER DESIGN NOTES <br /> i x 1. Tower is located in Snohomish County,Washington. <br /> J 2. Tower designed for Exposure B to the TIA-222-G Standard. <br /> 3. Tower designed for a 115 mph basic wind in accordance with the TIA-222-G Standard. <br /> 100.o n 4. Tower is also designed for a 30 mph basic wind with 0.25 in ice.Ice is considered to increase <br /> 141 in thickness with height <br /> 5. Deflections are based upon a 60 mph wind. <br /> 6. Tower Risk Category III and IV. <br /> 7. Topographic Category 1 with Crest Height of 0' <br /> r a a . • 8. TOWER RATING:33.2% <br /> 80.0 ft <br /> a z <br /> e 8 <br /> ALL REACTIONS <br /> ARE FACTORED <br /> r. 60.0 ft <br /> © MAX.CORNER REACTIONS AT BASE: <br /> DOWN: 139321 lb <br /> SHEAR: 16146 lb <br /> UPLIFT: -111796 lb <br /> SHEAR: 13403 lb <br /> 40.0 ft , AXIAL <br /> it 55769 lb <br /> SHEAR \ MOMENT <br /> 2701 lb I J 268227 lb-ft <br /> TORQUE 298 lb-ft <br /> 20.0 n 30 mph WIND-0.2500 in ICE <br /> < N <br /> AXIAL <br /> 35797 lb <br /> a <br /> 0. SHEAR MOMENT <br /> 25572 lb v 2427734 lb-ft <br /> 0.0 ft <br /> gl `° TORQUE 3504 lb-ft <br /> A e v N REACTIONS-115 mph WIND <br /> S _ c C g � <br /> i 2 2 a Co i SS9 C - <br /> m <br /> N 3 N 0 ° 0 Q. m <br /> o of LLt3 <br /> � <br /> North West Tower Engineering°°:76th ST 180'Self Support Tower 210622.08 <br /> 3426 Broadway Suite 302 Project Proposed,Vult=115-mph Wind,30-mph with 1/4"fc <br /> Everett,WA 98201 Client:Sno911 Drawn by:Steven Diamond App'd: <br /> NWTE Phone:425 258 4248 Code:TIA_222_G Date:02/01/21 scale: NTS <br /> FAX:425 258 4289 Path:,-, °mg No'E-1 <br /> 9110 <br />