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1.27.0 ft <br />II <br />87.3 it <br />52.0 ft <br />16,8 ft <br />0.0_It <br />0 <br />DESIGNED <br />APPURTENANCE LOADING <br />..... <br />TYPE <br />............... _ <br />ELEVATION <br />................. ............................................................. <br />TYPE <br />..................... _ <br />ELEVATION <br />-- <br />TMBXX651&R2M w/Mount Pipe <br />---- <br />127 <br />RRH4X25-WCS <br />-- <br />120 <br />TMBXX-6516-R2M w/Mount Pipe <br />127 <br />RRH4X25-WCS <br />120 <br />TMBXX-6516-R2M w/ Mount Pipe <br />,127 <br />B25 RRH4X30-4R <br />.120 <br />'SBNHH-1D65A w/Mount Pipe <br />:127 <br />,825 RRH4X30-4R <br />120 ' <br />:SBNHH-1 D85A w/Mount Pipe <br />127 <br />.B25 RRH4X30.4R <br />SBNHH-1 D65A w! Mount Pipe <br />127 <br />(2) LGP21401 <br />120 <br />!(4)ECC1920-VPUB <br />127 <br />(2)LGP21401 <br />(4)ECC1920-VPUB <br />127---- <br />-- ----- <br />(2) LGP21401 _ - - <br />120 <br />.., <br />(4) ECC1920-VPUB <br />.......... <br />127 <br />'':80010966 w/ Mount Pipe <br />1120 <br />FHFB <br />127 <br />80010966 w/ Mount Pie <br />120 <br />FHFB <br />7 12 <br />2.._..... <br />80010966 w/ Mount Pipe <br />126 <br />......__.. ____.. ._....... .... <br />FHFB <br />___. <br />127 <br />_... _...._..... <br />"'. DC6-48-60-18-8F <br />__.; <br />I120 <br />RCMDC-4750-PF-48 <br />i 127 <br />':AHLBA <br />120 <br />i <br />..___. ....._..—_ .___. _. _ <br />TMAT19211378-21A <br />......___ .._.......... _.. <br />127 <br />- ___— _. __.......__ _..._...... <br />AHLBA <br />____. _ <br />1120 <br />!TMAT1921S7&21A __. <br />127 <br />BA <br />i120 <br />TMAT1921 B7&21A:B66A <br />_.._..__ ...._..-_.. ._ <br />_.._......._ <br />RRH4X45 <br />.120 <br />(2) E15SOBP78 <br />127 <br />B66A RRH045 <br />120 <br />(2) E15SOBP78 <br />_...... <br />127 <br />MM RRH4X45 <br />120 <br />. _............_ _ <br />(2) E15SOBP78 <br />_.__ _..... <br />127 <br />_............_ <br />SBNHH-1 D65C w! Mount Pipe <br />: 120 <br />FRIG <br />127 <br />T-Arm Mount [rA 602-31 <br />120 <br />:FRIG <br />127 <br />;TME-DC6-48-60-1&8F <br />118 <br />FRIG <br />.127 <br />TME-RRH2X40.07-1- <br />118 <br />Platform Mount [LP 713.1] <br />;127 <br />;TME-RRH2X40.07-L <br />118 <br />:. <br />... .. _..._._ _____ <br />:SBNHH-1065C w/Mount Pipe <br />-_.... - _.. ._...___ <br />...... - .__. .._ <br />Side Arm Mount [SO 102.3] <br />.-........_ <br />118 <br />'SBNHH IDB5C w/Mount Pipe <br />.120 _ <br />TME-RRH2X40-07-L <br />116 - <br />SBJAH4-1D65ODL w/Mount Pipe <br />120 <br />TME-DC6-48-60-la <br />116 <br />:SBJAH4-1085C-OL w/Mount Pipe <br />120 <br />_. -..-_... <br />Side Arm Mount [SO 102.1] <br />_ <br />116 <br />!SBJAH4-1065C-DIPipe <br />!120 <br />Side Arm Mount [S0102.1] <br />ii6 <br />RRH4X25-WCS <br />120 <br />MATERIAL STRENGTH <br />GRADE I Fy_ <br />Fu <br />GRADE F <br />Fu <br />A572-6565 ksi <br />80 ksi <br />TOWER DESIGN NOTES <br />1. Tower is located in Snohomish County, Washington. <br />2. Tower designed for Exposure C to the TIA-222-G <br />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 <br />a 30 mph basic wind with 0.25 in ice. Ice is considered to <br />increase in thickness with <br />height. <br />5. Deflections are based upon a 60 mph wind. <br />6. Tower Structure Class IL <br />7. Topographic Category 1 with Crest Height of 0.0000 ft <br />8. TOWER RATING: 99.3% <br />ALL REACTIONS <br />ARE FACTORED <br />AXIAL <br />31K <br />SHEAR -� MOMENT <br />2 K ]1 _� ` 193 kip-ft <br />TORQUE 0 kip-ft <br />mph WIND - 0.2500 in ICE <br />AXIAL <br />23 K <br />HEAR' `\ MOMENT <br />I K � 1952 kip-ft <br />TORQUE 1 kip-ft <br />REACTIONS - 85 mph WIND <br />Paul J. Ford & Company ob 127' Everett Monopole <br />250 E. Broad St., Suite 600 Protect A37518 0703 001 7805/BU# 823967 <br />Columbus, OH 43215 Client AT&T Drawnby d]ack IApp'd: <br />Phone: (614) 221-6679 code TIA-222 G Date 02/20/18 i Scale. NT <br />FAX: Path: -.-- _ _.._ i Dwg No. E <br />