Laserfiche WebLink
150.1 ft <br /> DESIGNED APPURTENANCE LOADING <br /> TYPE ELEVATION TYPE ELEVATION <br /> 5/B"x 4'Lightning Rod 150 2.4"Dia x 4-It Mount Pipe _ _136 <br /> 2.4"Dia x 36"Mount Pipe 150 Platform Mount[LP 301-1] 136 <br /> V e H3'x3'Ice Shield Horizontal 150 ET-X-WM-1835-8P w/Mount Ppe '121 <br /> w o n g "„ a 3.55x6'Mount Pipe 150 ET-X-W M-18-65-8P w/Mount Pipe 121 <br /> (2)TMBXX-6516-R2M w/Mount Pipe 148 ET-X-WM-1865-8Pw/Mount Ppe 121 <br /> (2)TMBXX-65l6-R2M w/Mount Ppe 148 OPTIC FIBER JUNCTION CYLINDER 121 <br /> (2)TMBXX-6516-R2M w/Mount Ppe 148 OPTIC FIBER JUNCTION CYLINDER 121 <br /> DBXNH-6565A-A2M w/Mount Ppe 148 OPTIC FIBER JUNCTION CYLINDER 121 <br /> DBXNH-6565A-A2M w/Mount Pipe 148 POWER JUNCTION CYLINDER 121 <br /> 719.7 ft IIIIII DBXNH-8565A-A2M w/Mount Pipe 148 POWER JUNCTION CYLINDER 121 <br /> FRIG 148 POWER JUNCTION CYLINDER 121 <br /> FRIG 148 2.SGHz RRH-V3 121 <br /> FRIG 148 2.5GHz RRH-V3 121 <br /> RNSNDC-7771-PF-48 148 2.5GHz RRH-V3 121 <br /> TMAT19211378.21A 148 RRH-P4 121 <br /> TMAT1921B78-21A 148 RRH-P4 121 <br /> TMAT19211378-21A 148 RRH-P4 121 <br /> (3)FHFB 148 APXV9ERR18-C-A20 w/Mount Ppe 121 <br /> • m 2.4"Dia x 4-ft Mount Pipe 148 ETCR354L12H6 w/Mount Ppe 121 <br /> 2.4"Dia x 6-ft Pipe 148 APXV9ERR18-C-A20 w/Mount Ppe 121 <br /> o R 'a i 2.4"Dia x 6-ft Ppe 148 OPTIC FIBER JUNCTION CYLINDER 121 <br /> 2.4"Dia x 6-ft Pipe 148 POWER JUNCTION CYLINDER 121 <br /> Platform Mount[LP 715-1] 148 800MHz RRH 121 <br /> 3JR52703AAAA _ 136 (2)800MHz RRH _121 <br /> / 92.311 3JR52703AAAA _ 136 800MHz RRH <br /> 8-ft121 - <br /> 3JR52703AAAA 136 (3)2.4"Dia x e- Ppe 121 <br /> 742 265 136 (3)2.4"Dia x 6-h Ppe 121 <br /> 742 265 13fi <br /> (3)2.4"Dia x 6-11 Ppe 121 <br /> 742265 136 _ T-Arm Mount[TA 602-3] 121 <br /> SBJAH4-1D65C-DL 136 DB809K-XT 104 <br /> SBJAH4-1D65C-DL 138 Side Arm Mount[SO 702-1] 104 <br /> SBJAH4-1D65C-DL 136 RCMDC-3315-PF-48 95 <br /> (2)LGP21401 136 HEX458CW0000G w/Mount Pipe 95 <br /> (2)LGP21401 136 HEX458CW0000G w/Mount Pipe 95 <br /> (2)LGP21401 136 HEX458CW0000G w/Mount Pipe 95 <br /> RRH2X40-07-L 136 HEX458CW0000G w/Mount Pipe 95 <br /> a RRH2X40-07-L 136 HEX458CW0000G w/Mount Pipe 95 <br /> ORRH2X40-07-L 136 HEX458CW0000G w/Mount Pipe 95 <br /> RRH4X25-WCS 136 (2)RRUS 32 95 <br /> RRH4X25-WCS 136 (2)RRUS32 95 <br /> RRH4X25-WCS 136 (2)RRUS32 95 <br /> 0860 10025 136 '(2)2.4"Dia x 6-ft Ppe 95 <br /> m 860 10025 136 (2)2.4"Dia x 8-ft Ppe 95 <br /> 860 10025 136 (2)2.4"Dia x 6-N Pipe 95 <br /> DC6-48-60-18-8F 136 (4)2.4"Dia x 6-ft Plpe 95 <br /> DC6.4830-18-8F 136 Platform Mount[LP701-1] 95 <br /> 2.4"Dia x 4-ft Mount Pipe 136 <br /> MATERIAL STRENGTH <br /> GRADE Fy Fu GRADE I Fy I Fu <br /> / A57235 65 kW 80 ksl <br /> TOWER DESIGN NOTES <br /> 45.711 ' 1. Tower is located in Snohomish County,Washington. <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 0.25 in ice.Ice is considered to increase in thickness <br /> with height. <br /> 5. Deflections are based upon a 60 mph wind. <br /> 6.Tower Structure Class II. <br /> 7.Topographic Category 1 with Crest Height of 0.00 ft <br /> 8.TOWER RATING:39% <br /> ALL REACTIONS <br /> ARE FACTORED <br /> a. <br /> AXIAL <br /> 8 81534/b <br /> SHEAR MOMENT <br /> o < N 3796/b 380203 lb-lt <br /> TORQUE 392 lb-ft <br /> 30 mph WIND-0250 in ICE <br /> AXIAL <br /> 66770 lb <br /> SHEAR MOMENT <br /> 37436/6 ( 3800446 lb-ft <br /> 0.0 ft <br /> ol TORQUE 4146(b-It <br /> al g <br /> REACTIONS-85 mph WIND <br /> in E <br /> . E . s s <br /> � n ro <br /> � ' � ° ' I 3 <br /> Tower Engineering Professionals 0'6'Norpro(BU 826263) <br /> i..."-- 326 Tryon Road Project:TEP No.46302.124891 <br /> Raleigh,NC 27603 Client.Crown Castle Draw'"by:DAR App'd: <br /> Tower Engineering Professionals Phone:(919)661-6351 <br /> Code.TIA-222-G Date:07/12/17 she'NTS <br /> FAX:(919)661-6350 Path: Dwg No.E-1 <br />