My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2215 MERRILL CREEK PKY A T AND T WIRELESS ANTENNA 2018-11-19
>
Address Records
>
MERRILL CREEK PKY
>
2215
>
A T AND T WIRELESS ANTENNA
>
2215 MERRILL CREEK PKY A T AND T WIRELESS ANTENNA 2018-11-19
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2018 8:02:36 AM
Creation date
6/22/2017 10:36:28 AM
Metadata
Fields
Template:
Address Document
Street Name
MERRILL CREEK PKY
Street Number
2215
Tenant Name
A T AND T WIRELESS ANTENNA
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
49
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
1 i <br /> 150.1 IT <br /> DESIGNED APPURTENANCE LOADING <br /> TYPE ELEVATION TYPE ELEVATION <br /> Lighbiing Rod 5/8x4' 152 SBJAH IDGSC-0L w/Mount Pipe 138 <br /> Valmort IT-5'Plalf w/Rails(VSI) 148 (ATTMobillty) <br /> (2)TMBXX-0516R2M.1 Mount Pipe 148 RRH4x25.WCS(ATI Mobility) 136 <br /> (2)TMBXXd516R2M w/Mount Pipe 148 RRH4x2SWCS(ATI Mobility) 138 <br /> (2)TMBXX-B518R2M w/Mount Pipe 148 RRH4x25.WCS(ATT Mobility) 1311 <br /> DBXNH-656SA-A2M w/Mount Pipe 148 T-Arm Mount frA602-31 121 <br /> g DBXNH-6565A-A2M w/Mount Pipe 148 ET-X-WM-18-65-8PW/MOUM Pipe 121 <br /> DBXNH-BSBSA-A2M w/Mount Pipe 148 ET-X-WM-18.85-BP w/Mount Pip. 121 <br /> FRIG BTS 148 ET-X-WM-18.65-BP w/Mount Pipe 121 <br /> FRIG BTS 148 APXVRRI3-C-A20 W/Mount Pipe 121 <br /> FRIG BTS 148 HBXX-9014DS.A2M W/Mount Pipe 121 <br /> (2)FXFB BTS 148 HBXX-9014 A210 w/Mount Pipe 121 <br /> ETW190VS12UBTMA 148 25GHZ RR1-1-V3 BTS 121 <br /> ETW190VS12UB TMA 148 2.SGHZ RRH-V3 BTS 121 <br /> ETWIPOVS12UB TMA 145 2.5GHZRRH-WIBTS 121 <br /> i <br /> 119.7 it RNSNDC-7771-PFA8 148 Polder Junction Cylinder Sputter 121 <br /> 9 <br /> PlatormMount II.P 301-11(ATI 136 Power Junction Cyllnder Splitter 121 <br /> Mobility) P—Junction Cylinder Splitter 121 <br /> 742265 w/Mount Pipe(ATI Mobility) 136 1 Optic Fiber Junction Cylinder Splitter 121 <br /> 742265 w/Mount Pipe(ATI Mobility) 136 Optic Fiber Junctlan Cylinder Sp litter 121 <br /> 742 265 w/Mount Pipe(ATI Mobility) 135 OpHo Fiber Junction Cylinder Splits, 121 <br /> 880 10025 TMS(ATT Mobility) 138 RRH-P4 BTS 121 <br /> 880 10025 TMS(ATT Mobility) 136 RRH-P4 BTS 121 <br /> 860 10025 TMS(ATI Mobility) 136 RRH-P4 BTS 121 <br /> $ (2)LGP21401 TMA(VSI)(ATI 136 Side Arm Mount[SO 702.11 104 <br /> Moblllty) D8809K-XT 104 <br /> Mobility) <br /> (2) 01 TMA(VSh(ATI 138 MWoellaneous MA 507-1] 97 <br /> lllly) <br /> (2)LGP21401 TMA(VSI)(ATI 136 PlaMorm Mount[LP 701-1] 95 <br /> Moblllly) OXW-4.56645124-DP-EDIN.1 Mount 95 <br /> Pipe <br /> RR112x4007{BTS(ATI Mobility) 136 OXW-456645124.OP-EDIN w/Mount 95 <br /> RRH2x40-07-L STS(ATI Mobility) 138 Pipe <br /> RRH2x40-07{BTS(ATI Mobility) 136 CXw-458845124-0P-EDINw/Mount 95 <br /> 92.3 nDCO.48-00-18-0F(24 x 11 z 11)(ATI 138 Pipe <br /> Mobility) OXW465X4512XBF-EDIN w/Mount 95 <br /> DCB-48-00-18-0F(24 z 11 z 11)(ATT 138 Pip. <br /> Mobility) OXW-456X4512XBF-EDINw/Mount 95 <br /> 3JR52703AAAA w/Mount Pipe(ATI 136 Pipe <br /> Mobility) OXW-456X4512XBF-EDIN W1 Mount 95 <br /> 3JR52703A w/Mount Pipe(ATI 136 Pipe <br /> Mobility) RRU-118TS 95 <br /> 3JR52703AAAAw/Mount Pipe(ATI 138 RRU-11 BTS 95 <br /> Mobility) RRU-11 BTS 95 <br /> W SBJAH4-1D65CDLw/Mount Pipe 136 AWC-TTMA-700CVG TMA Iss <br /> `V (ATI MoNtay) <br /> a AWC-TTMA-7000-VG TMA 95 <br /> SBJAH4IDBSC-0Lw/Mount Pipe 138 <br /> O (ATI Mobility) AWC-TTMA-700GVG TMA 95 <br /> RCMDC-3315-PF-48 106 <br /> gotMATERIALSTRENGTH <br /> GRADE Fy Fu GRADE Fy Fu <br /> A672-65 165 ksi eo hsi <br /> TOWER DESIGN NOTES <br /> 1.Tower is located in Snohomish County,Washington. <br /> 2.Towerdesigned 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 <br /> in thickness with height. <br /> 5. Deflections are based upon a 60 mph wind. <br /> 6.Tower Structure Class 11. <br /> 7. Topographic Category 1 with Crest Height of 0.00 It <br /> 8. TOWER RATING:43.1 <br /> 4s.�nn <br /> ALL REACTIONS <br /> gg AREFACTORED <br /> ie <br /> ? 8 AXIAL <br /> R 7897516 <br /> SHEAR MOMENT <br /> 3909/6 37305716-ft <br /> TORQUE 18616-ft <br /> 30 mph WIND-0.2500 in ICE <br /> AXIAL <br /> 6507516 <br /> SHEAR MOMENT <br /> 4290016 4210075 lb-ft <br /> Dort <br /> TORQUE 2850 lb-ft <br /> REACTIONS-85 mph WIND <br /> QQ ol 5� g <br /> S' E _II $ IS A <br /> Vertical Structures,Inc. o°::No ro,WA BU8826263 <br /> VaS1 309 Spangler Dr,Suite E Pre"'V"CalS6ucturesJob No.2016-003-031 <br /> Richmond,KY 40475 client Crown Castle °Tann by:ch more Appd: <br /> Phone:(859)624-8360 code:TIA-222-G Dale:03/10/16 Sulu NTS <br /> FAX: 859 624-8369 Pill": Dwg No.E-1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.