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127.0 ft <br /> S o <br /> o o co di <br /> 122.0 ft <br /> ©11® DO DESIGNED APPURTENANCE LOADING <br /> N <br /> TYPE ELEVATION TYPE ELEVATION <br /> 117.0 ft TMBXX-6516-A2M w/Mount Pipe 129 SBJAH4-1 D65C-DL w/Mount Pipe 120 _ <br /> ID DV c I112.09 I TMBXX-6516-A2M w/Mount Pipe 129 RRH4XSBJAH25-WCS <br /> D65C-DL w/Mount Pipe 120 - <br /> TMBXX-6516-A2M w/Mount Pipe 129 RRH4X25-WCS 120 <br /> lulu 1018 '..5 <br /> I FFHH-65C-R3 w/Mount Pipe 129 RRH4X25-WCS 120 - <br /> FFHH-65C-R3 w/Mount Pipe 129 RRH4X25-WCS 120 <br /> FFHH-65C-R3 w/Mount Pipe 129 B25 RRH4X30-4R 120 <br /> 107.0 ft AHLOA 129 B25 RRH4X30-4R 120 <br /> I�® - VU c I AHLOA 129 25 GP2140 0-4R 120 <br /> AHLOA 129 (2) RRH4 3 120 <br /> J 102.0 k TMAT1921878-21A 129 (2)LGP21401 120 <br /> tOI1 IJ 1111 - 100.3ft IIIIIII TMAT1921878-21A 129 (2)LGP21401 120 <br /> 11 II TMAT1921878-21A 129 80010966 w/Mount Pipe 120 <br /> Ium- "' o III (4)ECC1920-VPUB 129 80010966 w/Mount Pipe 120 <br /> �' 95.0 n (4)ECC1920-VPUB 129 80010966 w/Mount Pipe 120 <br /> III (4)ECC1920-VPUB 129 DC6.48-60-18-8F 120 <br /> = FHFB <br /> FHFB 129 <br /> 129 FRBI <br /> FRBI 9 120 <br /> IPII1M <br /> ro_ 120FHFB 129 FRBI 120 <br /> 87.3 n 1FRIG 129 B66A RRH4Xa5 120 <br /> !' waSlis t+`fM7 MX 1111111 <br /> ®®® VU 0 81.3 ft III FRIG 129 B66A RRH4X45 120 <br /> FRIG 129 B66A RRH4X45 120 <br /> RCMDC-4750-PF-48 129 Side Arm Mount[SO 102-3] 120 <br /> 76.3 ft <br /> IIII E15S08P78 129 TME-Mount O-0 -Lw/ 120 - <br /> E15S08P78 129 TME Mount <br /> ]TA L 602-3]Mount Pipe 118 <br /> E15S08P78 129 TME-RRH2z40-07-L w/Mount Pipe 116 <br /> tat:ia t i I ,I __g__ 75.0ff (III) Platform Mount[LP 713-1] 129 TME-DC6-48-60-18-8F w/Mount Pipe 118 <br /> 5/8-in x 5-ft L-Rod 127 Side Arm Mount[SO 102-] 118 <br /> I DI - VU 0 69.8 n III SBNHH t D 5C w/Mount Pipe 120 TME RRH2X40-0SBNHH-1D65C w/Mount Pipe 120 TME-DC6 48 60 7-8 L 8F w3Mount Pipe 1166 - <br /> "gip <br /> ®® ^ 1.I SSJA H-D 6 C w/-D w/nt Pipe 120 -2.4-Dia.x -ft 116 <br /> c SBJAH4-1 D65C-DL w/Mount Pipe 120 Side Arm Mount[SO 102-3] 116 <br /> 64.8 k <br /> MATERIAL STRENGTH <br /> ID�0 DO a 0 I 0 <br /> I GRADE Fy Fu GRADE I Fy I Fu I <br /> 59.8 k A572-65 65 ksi 80+s <br /> INI <br /> M 11 TOWER DESIGN NOTES <br /> I 1. Tower is located in Snohomish County,Washington. <br /> 52.0 n iI2. Tower designed for Exposure C to the TIA-222-G Standard. <br /> IDI o III I, 3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. <br /> uu 4. Tower is also designed for a 30 mph basic wind with 0.25 in ice.Ice is considered to increase <br /> 46.0 tt in thickness with height. <br /> I DID Bi 5. Deflections are based upon a 60 mph wind. <br /> 6. Tower Structure Class II. <br /> 41 0 n I 7. Topographic Category 1 with Crest Height of 0.0000 ft <br /> IFID <br /> D in <br /> o 36.0 k <br /> _NUNN I1h 343 ft.. <br /> IVIU DO 0 29.0 ft 1111 ALL REACTIONS <br /> ®D®® DO I ARE FACTORED <br /> 24.0 ft AXIAL <br /> I I 36 K <br /> ....._ <br /> flDMOMENT <br /> 2KSHE/R 214 kip-ft <br /> n.o k 1i <br /> *::f l�747 �ftJ WO J II <br /> IVID DO '''.5 <br /> TORQUE 0.kip-ft <br /> 11.o n 30 mph WIND-0.2500 in ICE <br /> OVID B® 0 6.0 k AXIAL <br /> I28K <br /> loin nu 0 t o n SHEA MOMENT23 K 2249 kip-h <br /> • 8 8 ui 9 TORQUE 1 kip-ft <br /> - <br /> co - <br /> REACTIONS-85 mph WIND <br /> Es o 2 3▪ - - -2 <br /> E _2 s .. m 1.,r$ 3 z' r �n P m 64t...""- <br /> Tower Engineering Professionals,Inc. 1ob'Everett Monopole(BU 823967) <br /> 326 Tryon Road Project:TEP No.46303.166106 <br /> Raleigh,NC 27603-5263 client.Crown Castle Drawn by:TLI App'd: <br /> Tower Engineering Professionals Phone:(919)661-6351 code'TIA-222-G Date:08/01/18 scale: NTS <br /> FAX:(919)661-6350 Path:crwe,,s:uu,moo,nou wzos.,66,ae Eve,etteo,000re„ruroxe,,62396r Ww.or Dwg Na.El <br />