In nft <br />o <br />O <br />rn <br />~ 0 <br />O <br />0 <br />O <br />N <br />N <br />O <br />d <br />.6 <br />N <br />r` <br />a <br />20.0 ft <br />a <br />N <br />N <br />W <br />M <br />O <br />N <br />m <br />N <br />1.o n <br />~ <br />a <br />in <br />- <br />o <br />chi <br />p <br />~ <br />m <br />fn <br />Z <br />H <br />0 4~- <br />m° <br />U' <br />DESIGNED APPURTENANCE LOADING <br />TYPE <br />ELEVATION TYPE ELEVATION <br />Pine Branches <br />70 <br />(2) 800-10892 w/Mount Pipe 55 <br />Pine Branches <br />70 - 60 <br />(6) RRH 55 <br />4'T-Arm w/ 18" S.O. <br />65 <br />Raycap DC6-48-60-18-8F 55 <br />(2) 800-10892 w/Mount Pipe <br />65 <br />4'T-Arm w/ 18" S.O. 55 <br />(6) RRH <br />65 <br />(2) 800-10892 w/Mount Pipe 55 <br />Raycap DC6-48-60-18-8F <br />65 <br />(6) RRH 55 <br />4'T-Arm w/ 18" S.O. <br />65 <br />Raycap DC6-48-60-18-8F 55 <br />(2) 800-10892 w/Mount Pipe <br />65 <br />4'T-Arm w/ 18" S.O. 55 <br />(6) RRH <br />65 <br />(2) 800-10892 w/Mount Pipe 55 <br />Raycap DC6-48-60-18-8F <br />65 <br />(6) RRH 55 <br />4'T-Arm w/ 18" S.O. <br />65 <br />Raycap DC6-48-60-18-8F 55 <br />(2) 800-10892 w/Mount Pipe <br />65 <br />Pine Branches 50 - 40 <br />(6) RRH <br />65 <br />Pine Branches 40 - 30 <br />Raycap DC6-48-60-18-8F <br />65 <br />Pine Branches 30 - 20 <br />Pine Branches <br />60 - 50 <br />Pine Branches 20 - 15 <br />4'T-Arm w/ 18" S.O. <br />55 <br />MATERIAL STRENGTH <br />GRADE <br />Fy <br />Fu GRADE Fy Fu <br />A572-65 <br />65 ksi <br />80 ksi <br />TOWER DESIGN NOTES <br />1. Tower is located in Lane County, Oregon. <br />2. Tower designed for Exposure C 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 0.50 in ice. Ice is considered to increase <br />in thickness with height. <br />5. Deflections are based upon a 60 mph wind. <br />6. Tower Structure Class ll. <br />7. Topographic Category 1 with Crest Height of 0.000 ft <br />ALL REACTIONS <br />ARE FACTORED <br />AXIAL <br />20 K <br />SHEAR MOMENT <br />1 K ar 67 kip-ft <br />30 mph WIND - 0.500 in ICE <br />AXIAL <br />18K <br />SHEAR \ MOMENT <br />34 K f 1463 kip-ft <br />REACTIONS - 85 mph WIND <br />ISE Incoporated °b ATT EG46 Fox Hollow <br />PO Box 50039 Project: ISE Job No. 9437 <br />Phoenix, AZ 85076 client: Larson Camouflage Drawn by: MEN App'd: <br />Phone: (602) 403-8614 Code: TIA-222-G Date: 06/11/15 Scale: NTS <br />FAX: 623 321-1283 Path: Dwg No. E-1 <br />