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Pusps.comFlat Rate Env062S0000000315Click-N-Ship Mailed from 1286600249405 5036 9930 0458 8589 24 0073 5000 0020 6051 7.35US POSTAGE03/26/2019Expected Delivery Date: 03/27/19Ref#: CT03XC169C006PRIORITY MAIL 1-DAY RAYMOND A PERRY106 MOHICAN STLAKE GEORGE NY 12845-1621Carrier -- Leave if No ResponseSHIPNEW BRITAIN CT 06051-2655TO: MELANIE A BACHMANCONNECTICUT SITING COUNCIL10 FRANKLIN SQUSPS TRACKING #9405 5036 9930 0458 8589 24Electronic Rate Approved #038555749Cut on dotted line.Click-N-Ship Label RecordInstructions1. Each Click-N-Ship label is unique. Labels are to beUSPS TRACKING # :used as printed and used only once. DO NOT PHOTOCOPY OR ALTER LABEL.2. Place your label so it does not wrap around the edge ofthe package.3. Adhere your label to the package. A self-adhesive labelis recommended. If tape or glue is used, DO NOT TAPEOVER BARCODE. Be sure all edges are secure.4. To mail your package with PC Postage , youmay schedule a Package Pickup online, hand toyour letter carrier, take to a Post Office , ordrop in a USPS collection box.5. Mail your package on the "Ship Date" youselected when creating this label.9405 5036 9930 0458 8589 24Trans. #:Print Date:Ship Date:ExpectedDelivery Date:From:To:46008922103/26/201903/26/2019Priority Mail Postage:Total 7.35 7.3503/27/2019RAYMOND A PERRY106 MOHICAN STLAKE GEORGE NY 12845-1621Ref#: CT03XC169MELANIE A BACHMANCONNECTICUT SITING COUNCIL10 FRANKLIN SQNEW BRITAIN CT 06051-2655* Retail Pricing Priority Mail rates apply. There is no fee for USPS Tracking serviceon Priority Mail service with use of this electronic rate shipping label. Refunds forunused postage paid labels can be requested online 30 days from the print date.Thank you for shipping with the United States Postal Service!Check the status of your shipment on the USPS Tracking page at usps.com
Shipment ConfirmationAcceptance NoticeA. Mailer ActionNote To Mailer:The labels and volume associated to this formonline, must match the labeled packages being presented to theUSPS employee with this form.03/26/19Shipment Date:Shipped From:RAYMOND A PERRY106 MOHICAN STLAKE GEORGE NY 12845-1621Type of MailVolumePriority Mail 2Priority Mail Express *0International Mail*0Other0Total Volume2*Start time for products with service guarantees will begin when mail arrives at the local Post Office and items receive individual processing and acceptance scans.B. USPS ActionUSPS EMPLOYEE: Please scan upon pickup or receipt of mail. Leave form with customer or in customer's mail receptacle.Employee verifies the package volume count on the Package Pickup Carrier Manifest.- If the volume on the manifest matches the volume being collected from the customer, the employee should make the 1:YES selectionby pressing the number 1 on the keypad of the handheld scanner, or on the keyboard of the POS ONE terminal.- If the volume on the manifest does not match the volume being collected from the customer, the employee should make the 2:NOselection. The mail should still be collected and dispatched as normal.USPS SCAN9475 7036 9930 0308 6524 84PS Form 5630, PSN 7530-08-000-4335, July 5, 2006
March 26th, 2019Melanie Bachman, Executive DirectorConnecticut Siting Council10 Franklin SquareNew Britain, CT 06051RE: Notice of Exempt Modification – Antenna Modification forwireless facility located at Town Farm Road, Enfield, CT 06082CT52XC022 (lat. 41.959900 N, long. ‐72.552700 W)Dear Ms. Bachman:Sprint Spectrum, LP ("Sprint") currently maintains wireless telecommunications antennas atthe (111‐foot level) on an existing (152‐foot monopole tower) at the above‐referenced address. Theproperty is owned by Enfield School District and the tower is owned by American TowerCorporation.Sprint's proposed work involves antenna replacement and tower work. Sprint intends toreplace three (3) antennas with six (6) new antennas and add nine (9) RRHs onto the tower. All theproposed work is contained within the existing fenced area. Please refer to the attached drawings forsite plans prepared by Infinigy Engineering.Please accept this letter as notification pursuant to R.C.S.A. § 16‐50j‐73, for construction thatconstitutes an exempt modification pursuant to R.C.S.A. § 16‐50j‐72(b). In accordance with R.C.S.A.§ 16‐50j‐73, a copy of this letter is being sent to MICHAEL LUDWICK, MAYOR and LAURIE WHITTEN,DIRECTOR OF DEVELOPMENT SERVICES for the TOWN OF ENFIELD. A copy of this letter is also beingsent to AMERICAN TOWER CORPOATION the owner of the tower, and The ENFIELD SCHOOLDISTRICT who owns the property.The planned modifications to the facility fall squarely within those activities explicitlyprovided for in R.C.S.A. § 16‐50j‐72(b).1. The proposed modifications will not result in an increase in the height of the existingtower.2. The antennas work is a like‐for‐like replacement of existing facility components andadditional components to increase capacity and employ updated technologies.32 Clinton Street, Saratoga Springs, NY 12866Office 518-306-1733 – Fax 518-306-1711www.airosmithdevelopment.com
3. The proposed modifications will include the addition of ground base equipment asdepicted on the attached drawings; however, the proposed equipment will not requirean extension of the site boundaries.4. The proposed modifications will not increase noise levels at the facility by six decibels ormore.5. The additional ground based equipment will not increase radio frequency (RF) emissionsat the facility to a level at or above the Federal Communications Commission (FCC)adopted safety standard.For the foregoing reasons, Sprint respectfully submits that the proposed modifications to the abovereferenced telecommunications facility constitutes an exempt modification underR.C.S.A. § 16‐50j‐72(b).If you have any questions or require any additional information regarding this request, please donot hesitate to give me a call at (518) 350‐4222 or email me to aperkowski@airosmithdevelopment.comKind Regards,Ray PerryAirosmith Development Inc.32 Clinton StreetSaratoga Springs, NY 12866518‐796‐9165 cell518‐306‐1711 faxrperry@airosmithdevelopment.comAttachmentCC: MICHAEL LUDWICK (MAYOR, ENFIELD, CT)LAURIE WHITTEN (Director of Development Services, ENFIELD, CT)JUSTINE PAUL (Tower Owner ‐ American Tower Corporation)ENFIELD SCHOOL DISTRICT (Property Owner)2 Page
March 25, 2019Ray Perry, Site AcquisitionAirosmith Development32 Clinton StreetSaratoga Springs, NY 12866Re:Structural Analysis Report for Site #CT52XC022Town Farm Road, EnfieldMr. Perry,Based on the Structural Analysis Report by AT Engineering Services, dated, January 7, 2019, the proposed additions tothis tower comply with the structural requirements of the 2018 Connecticut State Building Code.If you have any questions you may contact me as 860-713-5900.Sincerely,Joseph V. Cassidy, P.E.State Building InspectorAffirmative Action/Equal Opportunity Employer
Structural Analysis ReportStructure: 150 ft MonopoleATC Site Name: Enfd - Enfield, CTATC Site Number: 302489Engineering Number: OAA713357 C3 02Proposed Carrier: ClearwireCarrier Site Name: Enfd EnfieldCarrier Site Number: CT52XC022Site Location: Town Farm RoadEnfield, CT 06082-515241.965900,-72.552700County: HARTFORDDate: January 7, 2019Max Usage: 100%Result: PassPrepared By:Adam PittmanStructural Engineer IIReviewed By:COA: PEC.0001553A.T. Engineering Service, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
Eng. Number OAA713357 C3 02January 7, 2019Table of ContentsIntroduction .1Supporting Documents .1Analysis .1Conclusion.1Existing and Reserved Equipment.2Equipment to be Removed.2Proposed Equipment .2Structure Usages .3Foundations .3Deflection, Twist, and Sway.3Standard Conditions .4Calculations .AttachedA.T. Engineering Service, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
Eng. Number OAA713357 C3 02January 7, 2019Page 1IntroductionThe purpose of this report is to summarize results of a structural analysis performed on the 150 ft monopoleto reflect the change in loading by Clearwire.Supporting DocumentsTower DrawingsFoundation DrawingGeotechnical ReportModificationsSmith Cullum Acquisition #CT-0025, dated May 14, 2001ITT Meyer Specification #AT-8935, Type B, dated April 13, 1984Southern New England Telephone, dated June 6, 1985MB & A Project #011107, dated June 16, 2001ATC Job #40071639, dated December 6, 2007ATC Job #48982632, dated April 25, 2012ATC Job #613768312, dated February 2, 2016AnalysisThe tower was analyzed using American Tower Corporation’s tower analysis software. This programconsiders an elastic three-dimensional model and second-order effects per ANSI/TIA-222.Basic Wind Speed:Basic Wind Speed w/ Ice:Code:Structure Class:Exposure Category:Topographic Category:Crest Height:Spectral Response:Site Class:97 mph (3-Second Gust, Vasd) / 125 mph (3-second Gust, Vult)50 mph (3-Second Gust) w/ 1" radial ice concurrentANSI/TIA-222-G / 2015 IBC / 2018 Connecticut State Building CodeIIC10 ftSs 0.18, S1 0.06D - Stiff SoilConclusionBased on the analysis results, the structure meets the requirements per the applicable codes listed above.The tower and foundation can support the equipment as described in this report.If you have any questions or require additional information, please contact American Tower via email atEngineering@americantower.com. Please include the American Tower site name, site number, andengineering number in the subject line for any questions.A.T. Engineering Service, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
Eng. Number OAA713357 C3 02January 7, 2019Page 2Existing and Reserved EquipmentElevation¹ (ft)QtyMount 1.0108.064.0333323632211AntennaKaelus DBC0061F1V51-2Powerwave LGP21401Raycap DC6-48-60-18-8F ("Squid")Ericsson RRUS A2 B2Ericsson RRUS 11 (Band 12) (55 lb)Ericsson RRUS 32 B30Ericsson RRUS-11 (19.7â )Ericsson RRUS-12 B2Ericsson Radio 8843Powerwave 7770.00CCI OPA-65R-LCUU-H8CCI TPA-65R-LCUUUU-H8Decibel DB809KE-SYDiamond X50AEricsson KRY 112 144/1Ericsson RRUS-11 (50 lbs.)Ericsson AIR 21, 1.3 M, B2A B4PEricsson AIR 21, 1.3M, B4A B2PAndrew LNX-6515DS-VTMRFS FD9R6004/2C-3LNokia AirScale RRH 4T4R B5 160WAHCAAlcatel-Lucent B25 RRH4x30Alcatel-Lucent B13 RRH4x30-4R 700UAlcatel-Lucent B66A RRH 4x45Antel BXA-70063/4CFRFS DB-T1-6Z-8AB-0ZAntel BXA-80080-6CF-EDIN- XCommscope JAHH-65B-R3B76" x 6" PanelDragonWave Horizon CompactDragonWave A-ANT-11G-2-C24" x 24" Junction BoxChannel Master Type 120Mount TypeLinesCarrier(11) 1 5/8" Coax(4) 0.78" 8 AWG 6(2) 0.39" Fiber Trunk(1) 2" Conduit(1) 3" ConduitAT&T Mobility(1) 1 5/8" Coax(2) 1/2" CoaxSpok HoldingsSenetPlatform w/ Handrails(12) 1 5/8" Coax(1) 1 1/4" HybriflexT-MobileLow Profile Platform(12) 1 5/8" Coax(2) 1 5/8" HybriflexVerizonPlatform w/ HandrailsStand-OffsFlushSide ArmsLeg(6) 1 5/8" Coax(4) 1/2" Coax(4) 1 1/4" Hybriflex(2) 2" Conduit(1) 0.28" RG-6Metro PCSClearwireSpok HoldingsA.T. Engineering Service, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
Eng. Number OAA713357 C3 02January 7, 2019Page 3Equipment to be RemovedElevation¹ (ft)QtyMount RAD108.0111.033AntennaMount TypeLinesCarrierArgus LLPX310RNextNet BTS-2500-(6) 5/16" CoaxClearwireAntennaMount TypeLinesCarrierSide Arms-ClearwireProposed EquipmentElevation¹ (ft)QtyMount RAD108.0104.0111.03RFS APXVTM14-ALU-I203Commscope NNVV-65B-R46Alcatel-Lucent RRH2x50-083 Nokia FZHN Flexi RRH 8TR 2600 9*20WAlcatel-Lucent 1900MHz RRH (65MHz)3w/ solar shield1Mountelevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center ofantenna above ground level (AGL).A.T. Engineering Service, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
Eng. Number OAA713357 C3 02January 7, 2019Page 4Structure UsagesStructural ComponentControlling UsagePass/FailAnchor BoltsShaftBase assPassPassFoundationsReaction ComponentAnalysis Reactions% of UsageMoment (Kips-Ft)Axial (Kips)3,922.8127.694%49%The structure base reactions resulting from this analysis were found to be acceptable through analysis based ongeotechnical and foundation information, therefore no modification or reinforcement of the foundation will berequired.Deflection and Sway*AntennaElevation (ft)104.064.0AntennaAlcatel-Lucent RRH2x50-08Nokia FZHN Flexi RRH 8TR 26009*20WAlcatel-Lucent 1900MHz RRH(65MHz) w/ solar shieldDragonWave A-ANT-11G-2-CRFS APXVTM14-ALU-I20Commscope NNVV-65B-R4Channel Master Type 120CarrierDeflection(ft)Sway (Rotation)( )Clearwire1.1691.410Spok Holdings0.4230.738*Deflection and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-GA.T. Engineering Service, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
Standard ConditionsAll engineering services performed by A.T. Engineering Service, PLLC are prepared on the basis that theinformation used is current and correct. This information may consist of, but is not limited to thefollowing: Information supplied by the client regarding antenna, mounts and feed line loading Information from drawings, design and analysis documents, and field notes in the possession ofA.T. Engineering Service, PLLCIt is the responsibility of the client to ensure that the information provided to A.T. Engineering Service,PLLC and used in the performance of our engineering services is correct and complete.All assets of American Tower Corporation, its affiliates and subsidiaries (collectively “American Tower”)are inspected at regular intervals. Based upon these inspections and in the absence of information tothe contrary, American Tower assumes that all structures were constructed in accordance with thedrawings and specifications.Unless explicitly agreed by both the client and A.T. Engineering Service, PLLC, all services will beperformed in accordance with the current revision of ANSI/TIA-222.All services are performed, results obtained, and recommendations made in accordance with generallyaccepted engineering principles and practices. A.T. Engineering Service, PLLC is not responsible for theconclusions, opinions and recommendations made by others based on the information suppliedherein.A.T. Engineering Service, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
Job Information 2007 - 2019 by ATC IP LLC. All rights reserved.Code: ANSI/TIA-222-GPole : 302489Location : Enfd - Enfield, CTDescription :Struct Class : IIClient : CLEARWIRE CORPORATIONShape : 12 SidesExposure : CHeight : 150.00 (ft)Topo : 1Base Elev (ft): 0.00Taper: 0.156700(in/ft)Sections PropertiesDiameter (in)Shaft Length Accross FlatsSection(ft)Top 5.0037.3833.0627.5321.26Thick Joint(in) TypeOverlapSteelLengthGrade(in)Shape (ksi)0.3750.313 Slip Joint0.250 Slip Joint0.188 Butt Joint0.00050.00042.0000.00012 Sides12 Sides12 Sides12 SidesDiscrete AppurtenanceAttachElev (ft)ForceElev 213633333611221DescriptionCCI TPA-65R-LCUUUU-H8CCI OPA-65R-LCUU-H8Ericsson Radio 8843Powerwave Allgon LGP21401Kaelus DBC0061F1V51-2Round Side ArmEricsson RRUS-12 B2Ericsson RRUS-11 (19.7”)Ericsson RRUS 32 B30Ericsson RRUS A2 B2Ericsson RRUS 11 (Band 12) (55Raycap DC6-48-60-18-8FPowerwave Allgon 7770.00Decibel DB809KE-SYPlatform w/ HandrailsStand-OffDiamond X50AEricsson RRUS-11 (50 lbs.)Ericsson AIR 21, 1.3 M, B2A B4Ericsson AIR 21, 1.3M, B4A B2PEricsson KRY 112 144/1Andrew LNX-6515DS-VTMPlatform w/ HandrailsCommscope JAHH-65B-R3BAntel BXA-70063/4CFAlcatel-Lucent B25 RRH4x30Nokia AirScale RRH 4T4R B5 160Alcatel-Lucent B66A RRH 4x45Alcatel-Lucent B13 RRH4x30RFS DB-T1-6Z-8AB-0ZRound Low Profile PlatformAntel BXA-80080-6CF-EDIN- XRFS FD9R6004/2C-3L76" x 6" PanelCommscope NNVV-65B-R4RFS APXVTM14-ALU-I20Nokia FZHN Flexi RRH 8TR 2600Alcatel-Lucent 1900MHz RRHAlcatel-Lucent RRH2x50-08Side Arms24" x 24" Junction BoxDragonWave Horizon CompactDragonWave A-ANT-11G-2-CChannel Master Type 12065656565
Linear AppurtenanceElev 000.39" Fiber Trunk1 5/8" Coax3" Conduit#20 Dywidag bars#20 Dywidag bars1 1/4" Hybriflex1/2" Coax2" Conduit0.28" RG-61 5/8" Coax1 5/8" Hybriflex1 1/4" Hybriflex1 5/8" Coax1 5/8" Coax1/2" Coax0.78" 8 AWG 60.78" 8 AWG 61 5/8" Coax1 5/8" Coax2" Conduit#20 Dywidag bars1 5/8" Coax#20 Dywidag 0150.031.000115.0125.0ExposedTo NoNoNoYesNoYesLoad Cases1.2D 1.6W0.9D 1.6W1.2D 1.0Di 1.0Wi(1.2 0.2Sds) * DL E(1.2 0.2Sds) * DL E(0.9 - 0.2Sds) * DL E(0.9 - 0.2Sds) * DL E1.0D 1.0W97 mph with No Ice97 mph with No Ice (Reduced DL)50 mph with 1.00 in Radial IceSeismic Equivalent Lateral Forces MethodSeismic Equivalent Modal Analysis MethodSeismic (Reduced DL) Equivalent LateralSeismic (Reduced DL) Equivalent ModalServiceability 60 mphReactionsMoment(kip-ft)Load Case1.2D 1.6W0.9D 1.6W1.2D 1.0Di 1.0Wi(1.2 0.2Sds) * DL E ELFM(1.2 0.2Sds) * DL E EMAM(0.9 - 0.2Sds) * DL E ELFM(0.9 - 0.2Sds) * DL E EMAM1.0D ish DeflectionsLoad CaseAttachElev (ft)1.0D 1.0W1.0D eg)0.7381.410
Load Case : 1.2D 1.6WMax Ratio 98.70% at 124.5 5Elevation 01.02
Site Number: 302489Code: ANSI/TIA-222-GSite Name:Enfd - Enfield, CTCustomer:CLEARWIRE 2007 - 2019 by ATC IP LLC. All rights reserved.Engineering Number:OAA713357 C3 021/7/2019 11:31:54 AMAnalysis ParametersLocation :HARTFORD County, CTHeight (ft) :Code :ANSI/TIA-222-GBase Diameter (in) :37.38150Shape :12 SidesTop Diameter (in) :15.00Pole Type :TaperTaper (in/ft) :0.157Pole Manfacturer :ITT MeyerRotation (deg) :0.00Ice & Wind ParametersStructure Class:IIDesign Wind Speed Without Ice:97 mphExposure Category:CDesign Wind Speed With Ice:50 mphTopographic Category:1Operational Wind Speed:60 mphCrest Height:0 ftDesign Ice Thickness:1.00 inSeismic ParametersAnalysis Method:Equivalent Modal Analysis & Equivalent Lateral Force MethodsSite Class:D - Stiff SoilPeriod Based on Rayleigh Method (sec):T L (sec):62.80p:1.3C s:0.030S s:0.176S 1:0.065C s Max:0.030F a:1.600Fv :2.400C s Min:0.030S ds:0.188Sd1 :0.104Load Cases1.2D 1.6W0.9D 1.6W1.2D 1.0Di 1.0Wi(1.2 0.2Sds) * DL E ELFM(1.2 0.2Sds) * DL E EMAM(0.9 - 0.2Sds) * DL E ELFM(0.9 - 0.2Sds) * DL E EMAM1.0D 1.0W97 mph with No Ice97 mph with No Ice (Reduced DL)50 mph with 1.00 in Radial IceSeismic Equivalent Lateral Forces MethodSeismic Equivalent Modal Analysis MethodSeismic (Reduced DL) Equivalent Lateral Forces MethodSeismic (Reduced DL) Equivalent Modal Analysis MethodServiceability 60 mphPage: 1
Site Number: 302489Site Name:Enfd - Enfield, CTCustomer:CLEARWIRECode: ANSI/TIA-222-GEngineering Number:OAA713357 C3 02Shaft Section PropertiesDia(in)1-122-123-124-1237.380.0033.06 31.5027.53 70.0021.26 110.000.37500.31250.25000.1875650.0065 Slip 50.0065 Slip 42.0065 Butt0.00Shaft Weight5,0144,2372,6461,47513,3721/7/2019 11:31:54 AMBottomSlipSect Length Thick Fy Joint Joint WeightInfo(ft)(in) (ksi) Type Len (in) (lb)35.66742.00040.00040.000 2007 - 2019 by ATC IP LLC. All rights reserved.Elev(ft)Area(in 2 )44.6832.9621.9712.73TopIx(in 4 )W/tD/tRatio RatioDia(in)Elev(ft)Area(in 2 )7810.14514.22087.4721.924.03 99.68 31.79 35.6725.68 105.82 26.48 73.5026.83 110.14 21.26 110.0027.71 113.43 15.00 150.0037.9326.3416.928.94Discrete Appurtenance talsCCI OPA-65R-LCUU-H8CCI TPA-65R-LCUUUU-H8Decibel DB809KE-SYEricsson Radio 8843Ericsson RRUS 11 (Band 12) (55Ericsson RRUS 32 B30Ericsson RRUS A2 B2Ericsson RRUS-11 (19.7”)Ericsson RRUS-12 B2Kaelus DBC0061F1V51-2Platform w/ HandrailsPowerwave Allgon 7770.00Powerwave Allgon LGP21401Raycap DC6-48-60-18-8F ("SquidRound Side ArmDiamond X50AStand-OffAndrew LNX-6515DS-VTMEricsson AIR 21, 1.3 M, B2A B4Ericsson AIR 21, 1.3M, B4A B2PEricsson KRY 112 144/1Ericsson RRUS-11 (50 lbs.)Platform w/ HandrailsAlcatel-Lucent B13 RRH4x30-4RAlcatel-Lucent B25 RRH4x30Alcatel-Lucent B66A RRH 4x45Antel BXA-70063/4CFAntel BXA-80080-6CF-EDIN- XCommscope JAHH-65B-R3BNokia AirScale RRH 4T4R B5 160RFS DB-T1-6Z-8AB-0ZRFS FD9R6004/2C-3LRound Low Profile Platform76" x 6" Panel24" x 24" Junction BoxAlcatel-Lucent 1900MHz RRH (65Alcatel-Lucent RRH2x50-08Commscope NNVV-65B-R4DragonWave A-ANT-11G-2-CDragonWave Horizon CompactNokia FZHN Flexi RRH 8TR 2600RFS APXVTM14-ALU-I20Side ArmsChannel Master Type 120Num Loadings:44DistanceFrom .0000.000Page: 77.4027.0010.6044.1056.20560.00126.0011720.30No IceEPAa 40.800.500.500.661.000.90Ix(in 4 )4778.92303.3954.0250.5W/tD/tRatio (in/ft)0.1567000.1567000.1567000.156700
Site Number: 302489Code: ANSI/TIA-222-GSite Name:Enfd - Enfield, CTCustomer:CLEARWIRE 2007 - 2019 by ATC IP LLC. All rights reserved.Engineering Number:OAA713357 C3 021/7/2019 11:31:54 AMLinear Appurtenance PropertiesElev ElevFrom 0010.0010.0031.0010.000.00Qty Description150.00 2 0.78" 8 AWG 6150.00 2 0.78" 8 AWG 6150.00 3 1 5/8" Coax150.00 1 1 5/8" Coax150.00 1 2" Conduit150.00 2 0.39" Fiber Trunk150.00 8 1 5/8" Coax150.00 1 3" Conduit144.00 2 1/2" Coax140.01 8 1 5/8" Coax140.00 1 1 1/4" Hybriflex140.00 12 1 5/8" Coax129.00 4 #20 Dywidag bars127.00 12 1 5/8" Coax127.00 2 1 5/8" Hybriflex125.00 4 #20 Dywidag bars115.00 6 1 5/8" Coax104.00 4 1 1/4" Hybriflex Cable104.00 4 1/2" Coax104.00 2 2" Conduit76.70 4 #20 Dywidag bars64.00 1 0.28" RG-631.00 4 #20 Dywidag barsCoaxCoaxProjectedDiameter WeightWidthExposed(in)(lb/ft) Flat(in)To .000.00NYNNNYYYYYNNYYYYNYNYYNYCarrierAT&T MobilityAT&T MobilityAT&T MobilitySpok HoldingsAT&T MobilityAT&T MobilityAT&T MobilityAT&T MobilitySenet, INCAT&T MobilityT-MobileT-Mobile-VerizonVerizon-Metro PCSClearwireClearwireClearwire-Spok Holdings--Additional 23.6068.70124.5(ksi)Offset(in)Intermediate ConnectionsSpacing 288.286" Angle Bracket6" T Bracket6" T Bracket6" T Bracket5/8" A36 U-Bolt5/8" A36 U-Bolt5/8" A36 U-Bolt5/8" A36 U-BoltFyQty Description4443SOLSOLSOLSOL#20 All Thread#20 All Thread#20 All Thread#20 (15 degPage: esYesNo
Site Number: 302489Code: ANSI/TIA-222-GSite Name:Enfd - Enfield, CTCustomer:CLEARWIRESegment PropertiesSeg 125.0127.0130.0135.0140.0144.0145.0150.0Reinf. Top ReinfBot - Section 2Top - Section 1Reinf. TopBot - Section 3Top - Section 2Top - Section 3Bot - Section 4Reinf BottomReinf. TopReinf. Top 2007 - 2019 by ATC IP LLC. All rights reserved.Engineering Number:OAA713357 C3 021/7/2019 11:31:55 AM(Max Len : 5. .9123.2422.1221.0020.1019.8818.76Page: 4D/tF'ySRatio (ksi) (in 3 536.535.832.3Additional ReinforcingIxWeight(in 4)(lb)ZWeight(in3 ) (lb)Area(in 2)0.00.00.0 752.20.0 736.10.0 720.00.0 703.90.0 496.80.0 191.00.0 671.70.0 198.40.0 846.50.0 159.60.0 471.30.0 531.30.0 517.90.0 504.50.0 491.00.0 3
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