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2420 39TH ST SPRINT ANTENNA 2018-04-17
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2420 39TH ST SPRINT ANTENNA 2018-04-17
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Last modified
4/17/2018 7:50:05 AM
Creation date
4/17/2018 7:49:58 AM
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Address Document
Street Name
39TH ST
Street Number
2420
Tenant Name
SPRINT ANTENNA
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ir <br /> 4 <br /> 130.0 ft 1,1 <br /> ERE <br /> E DESIGNED APPURTENANCE LOADING <br /> E <br /> 0g <br /> o. TYPE ELEVATION TYPE ELEVATION <br /> a o Lightning Rod 3/4"x 5'(E) 132.5 (2)860 10025(E) 100 <br /> 5'x 1"Pole For Lights(E) 132.5 LGP21401(E) - 100 <br /> 120.0 ft r---, (2)Side Lighting(E) 132.5 (2)LGP21401(E) 100 <br /> POWER JUNCTION CYLINDER(E) 129 (2)LGP21401(E) 100 <br /> • POWER JUNCTION CYLINDER(E) 129 (2)DC6-48-60-18-8F(E) 100 <br /> POWER JUNCTION CYLINDER(E) 129 4'x 2"Pipe Mount(E-For 100 <br /> OPTIC FIBER JUNCTION CYLINDER 129 Raycap/Photo) <br /> (E) Platform Mount[LP 301-1](5-4 m.p 100 <br /> OPTIC FIBER JUNCTION CYLINDER 129 included) <br /> (E) (3)TMBXX-6516-R2M w/Mount Pipe 85 <br /> OPTIC FIBER JUNCTION CYLINDER 129 (E) <br /> (E) (3)TMBXX-6516-R2M w/Mount Pipe 85 <br /> 2.5GHz RRH-V3(E) 129 (E) <br /> 3 ■ lij 2.5GHz RRH-V3(E) 129 (3)TMBXX-6516-R2M w/Mount Pipe 85 <br /> N " g .. I I fi, i 2.5GHz RRH-V3(E) 129 (E) <br /> Ma a RRH-P4(E) 129 (2)ETT19V2S12U8(E) 85 <br /> 1 ® i RRH-P4(E) 129 (2)ETT19V2S12U6(E) 85 <br /> csi <br /> RRH-P4(E) 129 (2)ETT19V2S12UB(E) 85 <br /> ETCR-654L12H6 w/Mount Pipe(P) 129 FRIG(E-H.OffseVphoto) 85 <br /> ETCR-654L12H6 w/Mount Pipe(P) 129 FRIG(E-H.OffseUphoto) 85 <br /> ETCR-654L12H6 w/Mount Pipe(P) 129 FRIG(E-H.OftseUphoto) 85 <br /> (2)BOOMHz RRU(P) 129 RNSDC-7771-PF-48(E) 85 <br /> (2)800MHz RRU(P) 129 FHFB(R) 85 <br /> ,. ,. (2)800MHz RRU(P) 129 FHFB(R) 85 <br /> a (3)6'x 2"Mount Pipe(E) 129 FHFB(R) 85 <br /> 80.0 ft (3)6'x 2"Mount Pipe(E) 129 4'x 2"Pipe Mount(E-For TME/Photo) 85 <br /> r� 4'x 2"Pipe Mount(E-For TME/Photo) 85 <br /> (3)6'x 2"Mount Pipe(E) 129 <br /> T-Ann Mount[TA 602-3](E) 129 4'x 2"Pipe Mount(E-For TME/Photo) 85 <br /> SBJAH41 D65C-DL(E) 100 T-Arm Mount[TA 602-3](E) 85 <br /> SBJAH4-1 D65C-DL(E) 100 Miscellaneous[NA 509-3](R-Site 83 <br /> .Pro-PRK 1245) <br /> I ® it El S I SBJAH4-1D65C-DL(E) 100 <br /> I.I 11111 II I <br /> 3JR52703AAAA(E) 100 4'x 3"Pipe Mount(E-For TME/Photo) 71 <br /> 3JR52703AAAA(E) 100 4'x 3"Pipe Mount(E-For TME/Photo) 71 <br /> ® Ill II 1 3JR52703AAAA(E) 100 4'x 3"Pipe Mount(E-For TME/Photo) 71 <br /> Side Arm Mount[SO 104-3](E-For 71 <br /> 742 265(E) 100 TME/Photo) <br /> 800 10122(E) 100 (2)RRUS-12(E) 70 <br /> 6 c 742 265(E) 100 (2)RRUS-12(E) 70 <br /> 6M c N RRH2X40-07-L(E) 100 (3)RCMDC-3315-PF-48(E) 70 <br /> a v RRH2X40-07-L(E) 100 <br /> Platform Mount[LP 301-1](E-4 m.p 70 <br /> RRH2X40.07-L(E) 100 included) <br /> RRH4X25-WCS(E) 100 (4)CWWX063X19000(E) 70 <br /> i RRH4X25-WCS(E) 100 (4)CWWX063X19000(E) 70 <br /> RRH4X25-WCS(E) 100 (4)CW WX063X19000(E) 70 <br /> (2)860 10025(E) 100 (2)RRUS-12(E) 70 <br /> (2)860 10025(E) 100 <br /> MATERIAL STRENGTH <br /> 40.0 ft GRADE Fy Fu GRADE 1 Fy I Fu <br /> —"— A53-B-42 42 ksi 63 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 Standard. <br /> 3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. <br /> 4. Deflections are based upon a 60 mph wind. <br /> 5. Tower Structure Class II. <br /> 6. Topographic Category 1 with Crest Height of 0.000 ft <br /> 7. TOWER RATING:86.2% <br /> N 0 <br /> sr ic 5 a <br /> a sr <br /> ALL REACTIONS <br /> ARE FACTORED <br /> AXIAL <br /> 40 K <br /> SHEAF ( \ MOMENT <br /> 24 K ( i i 2034 kip-ft <br /> 0.0 ft __ <br /> N TORQUE f kip-ft <br /> REACTIONS-85 mph WIND <br /> r e ;_ <br /> 2 to <br /> to w 0 3 <br /> J B+T Group 1ob 85660.007.01-Lowell, WA(BU#81528 <br /> .r 1717 S. Boulder, Suite 300 Project: <br /> Et+T c:.at�O, Tulsa, OK 74119 Client. Crown Castle Drawn by.B.Lozano App'd: <br /> Phone:(918)587-4630 Code: TIA-222-G Date:08/22/17 Scale: N <br /> FAX:(918)295-0265 Path: wg No. <br />
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