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4 00,II <br /> %q <br /> il• <br /> DESIGNED APPURTENANCE LOADING <br /> ;I ! <br /> III TYPE I ELEVATION TYPE ELEVATION <br /> !Iji!it Seismic Force 45 187 VHLP1-23-1GR 72 <br /> Seismic Force 44 86.8684 VHLP1-23-1GR 72 <br /> 11!11111 ETCR-654L12H6 w/Mount Pipe185 Side Arm Mount[SO 102-3] 72 <br /> ;4.!111 2.5G 8T8R RADAR FILTER 185 (2)2.4"Dia.x 3-ft 72 <br /> 1:1, <br /> !it i! 2.5GHz RRH-V3 85 2.4"Dia.x 6-ft 72 <br /> I'I2.5GHz RRH-V3 85 _ACUTIME 2000 72 <br /> ! 2.5GHz RRH-V3 85 HSS 3"x3"x5' 72 <br /> :11OPTIC FIBER JUNCTION CYLINDER 85 2.4"Dia.x 6-ft 72 <br /> I111 I' <br /> ! OPTIC FIBER JUNCTION CYLINDER 85 Seismic Force 33 71.0263 <br /> OPTIC FIBER JUNCTION CYLINDER 85 Seismic Force 32 68.7632 <br /> !1 i! POWER JUNCTION CYLINDER 85 Seismic Force 31 66.5 <br /> 11 ! <br /> POWER JUNCTION CYLINDER 85 Seismic Force 30 64.2368 <br /> 111 <br /> ! POWER JUNCTION CYLINDER 85 Seismic Force 29 61.9737 <br /> n ^ 3 800MHz EXT.FILTER 85 Seismic Force 28 59.7105 <br /> LO <br /> - <br /> Ili m N c m 'jl I 800MHz EXT.FILTER 85 Seismic Force 27 57.4474 <br /> < N <br /> ji 1 800MHz EXT.FILTER 85 Seismic Force 26 55.1842 <br /> 1 (2)800MHz RRU 85 Seismic Force 25 52.9211 <br /> 1 i (2)800MHz RRU 85 Seismic Force 24 50.6579 <br /> 11 '1 (2)800MHz RRU 85 Seismic Force 23 48.3947 <br /> 1 I ! RRH-P4 85 Seismic Force 22 46.1316 <br /> ! RRH-P4 85 Seismic Force 21 43.625 <br /> '!li RRH-P4 85 Seismic Force 20 41.1381 <br /> 2.4"Dia.x 6-ft 85 Seismic Force 19 38.9145 <br /> 1ppl 2.4"Dia.x 6-ft 85 Seismic Force 18 36.6908 <br /> 2.4"Dia.x 6-h 85 Seismic Force 17 34.4671 <br /> .I ! 2.4"Dia.x 3-ft 85 Seismic Force 16 32.2435 <br /> j 2.4"Dia.x 3-ft 85 Seismic Force 15 31 <br /> 2.4"Dia.x3-ft 85 Side Arm Mount[SO 101-1] X31 <br /> ',,! I (2)Side Arm Mount[SO 102-3] 85 (3)12"x 12"x 4"Light 31 <br /> I!! [ T-Arm Mount[TA 702-3] 85 Seismic Force 14 30.0197 <br /> !1 ! Seismic Force 43 85 Seismic Force 13 27.7961 <br /> ' '11 1 ETCR-654L12H6 w/Mount Pipe 85 Seismic Force 12 25.5724 <br /> JJ 11 O ETCR-654L12H6 w/Mount Pipe 85 Seismic Force 11 23.3486 <br /> J _ ^o '!I Seismic Force 42 84.6053 Seismic Force 10 21.125 <br /> _l 42.3 ft <br /> .1 i Seismic Force 41 82.3421 Seismic Force 9 18.9014 <br /> ';1 ' Seismic Force 40 80.0789 Seismic Force 8 16.6777 <br /> I 'i Seismic Force 39 78 Seismic Force 7 14.454 <br /> ; <br /> ! <br /> ! Seismic Force 38 77.8158 Seismic Force 6 12.2302 <br /> I I! 1 l 1 Seismic Force 37 75.5526 Seismic Force 5 10.0066 <br /> !1 1 i Seismic Force 36 75 Seismic Force 4 7.78289 <br /> l'I. <br /> !i I Seismic Force 35 73.2895 Seismic Force 3 5.55921 <br /> I:I1 Seismic Force 34 72 Seismic Force 2 3.33553 <br /> 1 VHLP2-23-1GR 72 Seismic Force 1 1.11184 <br /> 1'111 1 <br /> MATERIAL STRENGTH <br /> ! GRADE Fy Fu GRADE I Fy I Fu <br /> ILI <br /> i!!!I A607-65 65 ksi 80 ksi <br /> 1 <br /> 1 : TOWER DESIGN NOTES <br /> g I ! I1 1. Tower is located in Snohomish County,Washington. <br /> g 2. Tower designed for Exposure C to the TIA-222-G Standard. <br /> $ tp N 1 3. Tower designed for a 0 mph basic wind in accordance with the TIA-222-G Standard. <br /> R itI i 4. Tower Risk Category II. <br /> ill . 5. Topographic Category 1 with Crest Height of 0.00 ft <br /> 6. TOWER RATING:33.1% <br /> II!I! <br /> I! <br /> 11 '! <br /> ALL REACTIONS <br /> 11 <br /> ARE FACTORED <br /> '11 !'I. AXIAL <br /> ll,i i 8K <br /> illi <br /> SHEAR( MOM pNT <br /> 2 K 187 kip-ft <br /> 0.0 ft 11, <br /> y _ m TORQUE 0 kip-ft <br /> s z REACTIONS-0 mph WIND <br /> <fi - m <br /> y <br /> v O c, ° = V <br /> d c J N N <br /> o f„ m - 1i rn <br /> E ,yc_S n m 'v <br /> 0 3 Z H rx F m 6 <br /> Tower Engineering Professionals,Inc. job:Buzz Inn(BU 880407) <br /> to"-H326 Tryon Road Project:TEP No.51358.131860-Seismic Analysis <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:09/10/17 Scale: N <br /> FAX:(919)661-6350 Path: I,M mea, 3 res Dwg No. <br />