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150.1 ft <br /> 1 <br /> DESIGNED APPURTENANCE LOADING <br /> TYPE ELEVATION ' TYPE ELEVATION <br /> 5/8"x 4'Lightning Rod 150 DC6d6-60-18-8F 136 <br /> F., 2.4"Dia x 36"Mount Pipe 150 DC6-46-60-18-8F 136 <br /> r' 84. �! y 3'x 3'Ice Shield Horizontal 150 2.4"Dia x 4-It Mount Pipe 136 <br /> `8 C F,,i n �7 3.5"x6'Mount Pipe 150 2.4"Dia x 4 It Mount Pipe 136 <br /> (2)TMBXX-6516-R2M w/Mount Pipe 148 Platform Mount ILP 301-11 136 <br /> (2)TMBXX-6516-R2M w/Mount Pipe 148 ET-X-W M-18-65-BP w/Mount Pipe 121 <br /> (2)TMBXX-6516-R2M w/Mount Pipe 148 ET-X-WM-18-65-BP w/Mount Pipe 121 <br /> DBXI8-1-6565A A2M w/Mount Pipe 148 ET-X-WM-18-65-8P w!Mount Pipe 121 <br /> ///` <br /> DBXI+I 65654-A2M wl Mount Pipe 148 OBXN-6565A-A2M w/Mount Pipe 148 APXVRR13-C-420 w!Mount Pipe 121 <br /> / 119.7 ft 111111 ET1V19OVS12118 148 1-BXX-9014DS-82M w/Mount Pipe 121 <br /> 1-SXX-90140S-A2M w/Mount Pipe 121 <br /> ETW190VS12L 148 OPTIC FIBER JUNCTION CYLINDER 121 <br /> ETW790V_S_12UB 148 OPTIC FIBERJUNCTIONCYLWDER 121 <br /> FRIG 148 OPTIC FIBER JUNCTION CYLINDER 121 <br /> FRIG_ 148 POWERJUNCTIONCYLINDER 121 <br /> FRIG 148 POWER BRHER-JUNCTION CYLINDER 121 <br /> (2)FXFB 148 <br /> POWER JUNCTION CYLINDER 121 <br /> a o RNSNDC-7771PF-48 148 2.SGHz RRH-V3 121 <br /> e, •- 2.4"Dia x 4-tf Mount Pipe 148 2.5GHz RRFI-V3 121 <br /> o A v r7S 2.4"Ola x 6-ft Pipe 148 2.5GHz RRH-V3 121 <br /> 2.4"Ola x 6-ft Pipe 148 RRH-P4 121 <br /> 2.4`Dia x 6-ft Pipe 148 RRH-P4 121 <br /> Platform Mount[LP 715-11 148 RRH-P4 121 <br /> / II I 3JR52703AAAA 136 (2)2.4"Dia x 6-ft Pipe 121 <br /> 3JR52703AAAA 138 (2)2 4'Dia x 6-ft Pipe 121 <br /> 121 <br /> 3Jfl52703AAAA _136 (2)2.4'Diez 6-It Pipe <br /> 92.2 k 742 265 - - 138 T-P✓m Mount[TA 60&3j 121 <br /> . 742265 196 DB809K-XT 104 <br /> 742 265 - 136 Side Arm Mout[SO 702-1] <br /> 104 <br /> III SBJ,80-1 DBSGDL 136 RCMDC-3315-PF-48 95 <br /> i SBJAH4-1065C-DL 136 I-EX458CW0000G w/Mount Pipe 95 <br /> SBJAH4.1D65C-OL - 136 I-EX458CW0000G w/Mount Pipe 95 <br /> I (2)LGP21401 136 HEX458CW0000G w/Mount Pipe 95 <br /> 'P (2)LGP21401 136 I-EX458CW0000G w/Mount Pipe 95 <br /> (2)LGP21401 136 HEX458CW0000G w/Mount Pipe 95 <br /> O RRH2X40-07-L 136 HEX458CW0000G w/Mount Pipe <br /> (2)RR115 32 95 <br /> RRH2X40-07•L 138 95 <br /> III: RRH2X40-07•L 136 (2)RRl1S 32 95 <br /> g ^ n mq RRH4X25-WCS 136 (2)RRUS 32 95 <br /> an ' gRRH4X25-WCS 136 (2)2.4"Dia x 6-ft Plpe _ _ 95 <br /> RRH4X25-WCS 136 (2)2.4"Dia x 6-ft Pipe 95 <br /> 860 10025 136 (2)2.4"Die x 6-ft Pipe 95 <br /> 860 10025 136 (4)2.4"Dia x 6-k Pipe 95 <br /> 860 10025 136 Platform Mount[LP 701-11 95 <br /> MATERIAL STRENGTH <br /> GRADE FY Fu GRADE I Fy I Fu <br /> ' 4572.65 65 ksi 80 kel <br /> / 45.7n , TOWER DESIGN NOTES <br /> 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 <br /> thickness 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 /> ALL REACTIONS 8. TOWER RATING:40.6% <br /> ARE FACTORED <br /> m AXIAL <br /> N <br /> o� 80418 Ib <br /> Ci SHEAR MOMENT <br /> 39021b ((( j 1375440 lb-ft <br /> TORQUE 311 lb-ft <br /> 30 mph WIND-0.250 in ICE <br /> AXIAL <br /> 66212 lb <br /> SHEAR MOMENT <br /> 407591b 3967020 lb-ft <br /> o.o k i__. <br /> TORQUE 3403 lb-It <br /> REACTIONS-85 mph WIND <br /> Tower Engineering Professionals ob:Norpro(BU 826263) <br /> 326 Tryon Road P10fBct:TEP 1114 46302.115847 <br /> Raleigh, NC 27603 Client:Crown Castle -Drawn by:mzsmee App'd: <br /> Tower Engineering Professionals Phone:(919)661-6351 c°dB` TIA-222-G Date.04/12/17 Scale: NTS <br /> FAX:(919)661-6350 Path: Dwg No.El <br />