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HomeMy WebLinkAbout1701 Lowe Ave 12-1757CITY OF SANFORD JUN 0 6 2012 BUILDING &FIRE PREVENTION PERMIT APPLICATION|BY:^ Application No:.Documented Construction Value:$ZSQOO Job Address:/"7 Q |Lx)^<2,fK\i€.Historic District:Yes D NoS Parcel ID:Lc,k Zoning: Description of Work:/^o-i Plan Review Contact Person:VJouJ^UJ ~AivHe?^Title: Phone:76 6 6 ^?Fax:E-mail;^uJcu^CP/H •Fax: Property Owner Information Phone:Name C,-h^o-f ^forj street:To SOX I78'9'Resident of property?: City,State Zip:^f"^ Name ^TS D Contractor Information Phone: Street:LiL*PUi^y Fax: City,State Zip:State License No.: Architect/Engineer Information Phone:^13Name:Aiwcli Street:O ^i^(0o Fax:^2-^^ City,St,Zip:^FL-7 ^ Bonding Company: Address: Building Permit-r-^T' Square Footage: No.of Dwelling Units: Electrical • New Service —No.of AMPS: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: No.of Stories: Plumbing • New Construction -No.of Fixtures: Mechanical Q (Duct layout required for new systems)Fire Sprinkler/Alarm •No.ofheads: 4 2^0005"A f Applicationisherebymadetoobtainapermittodotheworkandinstallationsasindicated.1certifythatno workorinstallationhascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedto meet standards of alllawsregulating construction inthis jurisdiction.I understand that a separate permit must be secured for electrical work,plumbing,signs,wells,pools,furnaces,boilers,heaters,tanks,and air conditioners,etc. OWNER'S AFFIDAVIT:I certify that alloftheforegoing information is accurate and that all work will bedonein compliance withall applicable laws regulating construction and zoning. WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE:Inadditiontothe requirements of thispermit,theremaybeadditionalrestrictionsapplicabletothis propertythatmaybefoundinthepublicrecords of thiscounty,andtheremaybeadditionalpermitsrequired fromothergovernmentalentitiessuchaswatermanagementdistricts,stateagencies,orfederalagencies. Acceptance ofpermitisverificationthatIwillnotifytheowner oftheproperty oftherequirements ofFlorida Lien Law,PS713. TheCity of Sanfordrequirespayment ofaplanreviewfee.Acopy ofthe executed contractisrequiredinorder to calculate aplanreviewcharge.If the executed contract is not submitted,wereservetherightto calculate the planreviewfeebasedonpastpermitactivitylevels.Shouldcalculatedchargesexceedthedocumented constructionvaluewhentheexecutedcontractissubmitted,creditwillbeappliedtoyourpermitfeeswhenthe permit is released. Signature ofOwner/Agent Ay^A-VvOv\x1 \^yc7- PrintOwner/Agent's Nanv ignatufffpfNotary-State ofFlorida U-M-VO- Date /WQELAK.LEWIS iV;A :A MY COMMISSION i00976969 EXPIRES;March 30,2014 NotaryPublic UivJenMttws Owner/Agent is y.Personally Known to Me or ProducedIDType ofID APPROVALS:ZON!NG:<!yf jS'lji j)UTILITIES:,. ENGINEERING:FIRE: COMMENTS:/%( Rev 11.08 y Signature of^Contractor/Agent PrintContractor/Agent's Name Signature ofNotary-State ofFlorida Date Contractor/Agent is Personally KnowntoMeor Produced ID Type of ID WASTE WATER: BUILDING: T °"Mobile To:Cityof Sanford From:T-Moblle South,LLC Date:September 10,2012 Re:Construction Cost Estimate ProjectA2E0005A Estimated construction cost estimate for Project A2E0005A: T-Mobilemodificationtoexisting antenna facility:$25,000 Please do not hesitate to contact meif there are questions. Regards, Shon Spark PM3,Development -Central Florida T-Mobile USA,Inc. Desk -813-348-2492 3407 Dr.Martin LutherKingJr.Dlvd Tampa,Fl33607 shon.sparks@t-mobile.com THIS INSTRUMENT'PREPARE^BY:.i Name:. Address:•0 f'Av\^ri>wo NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number:Parcel ID Number: MflRYftNNE MORSE,CLERK SEMINOLE COUNTY BK 07848 Pg 1841 j Upg) CLERK'S #£012106267 RECORDED 09/07/2012 08:42:31 AM RECORDING FEES 10.00 RECORDED BY T Sadth 32-19-30-501-0000-007G The undersigned hereby gives notice that improvement will be made to certain real property,andinaccordance with Chapter 713.Florida Statutes,the follow/ing information Isprovided In thisNotice ofCommencement.. DESCRIPTION OF PROPERTY:(Legaldescriptionofthepropertyandstreet address If available) 50 X 100 CELL TOWER SITE LOCATED INS 1212.4 FT OF LOT 12 (LESS PT IN GREENWAY )PiNE LAKE GROVES PB9 PG 27 GENERAL DESCRIPTION OF IMPROVEMENT: Modify/Upgrade T-Mobile's existing antenna's on existing tower OWNER INFORMATION: Name:T-Mobile Address:3407 WDrMLKBlvd.Tampa PL 33607 Fee Simple Title Holder (If other than owner)Name:CITY OF SANFORD ddress:POBOX 1788 SANFORD,PL 32772 -1788 CONTRACTOR: Name:John Kozlk /s^{jjjress:1118 Shipwatch Drive Jacksonville FL32225 Persons withinthe State ofFlorida Designated byOwneruponwhom notice or other documents maybe served as provided by Section 713.13(1)(b),Florida Statutes. Name:CaroleBradley Address:3407 WDrMLKBlvd.Tampa FL 33607 In addition to himself.Owner Designates, T0 receive a copy of the Lienor's Notice as Section713.13(1)(b).Florida Statutes.Off Expiration DateofNoticeof Commencement (The expiration date Is1 yearfrom date of recording unless a different date isspecified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART i,SECTION 713.13. FLORIDA STATUTES.ANDCAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICEOF COMMENCEMENT MUSTBE RECORDED AND POSTED ONTHE JOB SITE BEFORE THE FIRST INSPECTION.IFYOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER ORAN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties ofperjury,Ideclare that Ihavereadthe foregoing and that the facts stated initaretrue to the best of mAknewledgeand belief.Carole Bradley ^ Manaoer.RfiSiOwrWr's Signalure N MBFIOQ^L Owners Printed Name Florida Statute 713.13(1)(g):Ttieownermustsignmenoticeofcommencementandnooneelsemaybe permitted tosigninhisorherstead." State of County of j-V'/l t/V- The foregoing Instrument was acknowledged before me this i£l-day of,js-L I.i.1. _.Who is personally known to me Nameof person making statement OR who hasproduced Identification dl type ofIdentification produced: 'Vg Nofnry PuWir ='a»e ofFlorida ^S **'JiJiHtf'l-lrtv.'inski Mv r-ommiss'.ctn £F 131518 Expires 12'VJ/2015 Notary Signature -.20.'2- REVIEWED By Bob Killian at 3:27pm,Apr 25,2012 Date;April25,2012 Margaret Anderson T-Mobile Towers 12920 SE 38''^Street Bellevue,WA 98006 (425)383-4332 Subject:Structural Analysis Report -Revision 2 T'Mobile Designation: Tower Engineering Professionals 3703 Junction Blvd Raleigh,NC 27603 (919)661-6351 dsmith@t8ParouD.net Engineering Firm Designation: Site Data: Dear Ms.Anderson, T-Mobile Network Modernization T-Mobile Site Number: T-Moblle Site Name: TEP Project Number: A2E0005A Trout Lake (VS) 110924 1701 Lowe Ave.,Sanford,Semlnole County,FL 32772 Latitude 28"47'40.35",Longitude -81"19'35.99" 159 Foot -Monopole Tower Tower Engineering Professionals is pleased to submit this "Structural Analysis Report"to determine the structural integrity of the above mentioned tower. The purpose of the analysis Isto determine structural acceptability ofthe structure stress level.Based onour analysis we have determined the stress levelfor the structure and foundation,under the followingload case,to be: LCI:Existing+Proposed +FutureEquipment Note;See Table 1 fortheexisting,future,and proposed loading. Sufficient Capacity Structure Capacity Controlling Component 70.0%Pole Section L5(0to 32.5-fl} The analysis has been performed in accordance withthe ANSI/TIA-222-G-2-2009 Structural Standard for Antenna Supporting Structures and Antennas -Addendum 2 and the 2010 Florida Building Code. All modifications and equipment proposed inthis report shall be Installed In accordance with the appurtenances listedIn Table 1 and the attached drawingsforthe determined available structural capacity tobeeffective. We at Tower Engineering Professionals appreciate the opportunity ofprovidingour continuing professional services toyouand T-Mobile Towers.If youhaveany questions orneedfurther assistance on thi^oranyother projects pleasegive us acall. Respectfully Bul:^itted by: rew T.Haldane,P.E. evislon #Date Issued March 10,2011 November 9,2011 April 25,2012 jRevised Description Original structural analysis Revised AT&Tloading .71809 EOF Heviseo AI a I loaaing proposed loading and updated Florida Building Code ^//i,^^\\V ^////i||\\\\\^ April25.2012 159Ft Monopole TowerStructuralAnalysis A2E0005A Trout Lake (VS) ProjectNumber 110924,Revision 2 Page 2 TABLE OF CONTENTS 1)INTRODUCTION 2)ANALYSIS CRITERIA Table 1-Existing,Future,and Proposed Antenna and Cabie Information Table 2-Design Antenna and Cable Information 3)ANALYSIS PROCEDURE Table 3-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 4-Component Stresses vs.Capacity Table 5-Component Stresses vs.Capacity -Foundation 4.1)Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Coax Configuration 7)APPENDIX C Additional Calculations tnxTower Report -version 6.0.4.0 159FtMonopoleTower StructuralAnalysis Project Numt>er 110924,Revision2 Aprii25,2012 A2E0005ATroutLake (VS) Paged 1)INTRODUCTION Thistowerisa 159-ft monopoletower designed byLeBlancinMayof 1997.Thistowerwas designed fora fastest mile wind speed of 105 mph with noradialiceper EIA/TIA-222-E-1991 forthe appurtenances listedin Table2.TEPdidnotvisitthesite.All information providedtoTEPwas assumed accurate andcomplete. 2)ANALYSISCRITERIA Thestructuralanalysiswasperformedforthistowerin accordance with therequirementsof ANSI/TIA-222-G-2- 2009 Structural Standard for Antenna SupDortino Structures and Antennas -Addendum 2 and 2010 Florida Buildino Codeusinganultimate 3-second gustwind speed of135mphconvertedtoanominal 3-second gust wind speed of 104.6 mph without icepersection 1609.3.1 asrequiredforuseinthe TIA-222-G Standardper Exception#5ofSection 1609.1.1.Exposurecategory 0 andriskcategory II wereusedalong with the following criteria: 1)Tvoe ofAnalvsis:Rigorous Structural Analysis 2)Classification of Structure:Class II Definition:Structures used for services that duetoheight,useorlocation represent asignificant hazardtohumanlifeand/or damage topropertyintheeventoffailureand/orusedfor sen/ices that may be provided by other means. 3)Exposure Cateoorv:Exposure C Openterrain with scattered obstructionshavingheightsgenerallylessthan30-ft.Thiscategory includes flat,opencountry,grasslands and shorelines inhurricaneproneregions. 4)Topocraphic Cateoorv:Category 1 Definition:Noabrupt changes ingeneraltopography,e.g.flator rolling terrain,no wind speed-up consideration shall be required. 5)Earthquake Cateoorv:Not Considered Commentary:EarthquakeeffectsmaybeignoredperthisStandardforsitelocationswhere Ss does not exceed 1.0.(Seminole County Ss =0.11) Table 1-Existing,Future,and Proposed Antenna and Cable Informat on Existing/ Future/ Proposed Elevation (Ft)Qty Antenna Model Mount Type Qty Coax Coax Size Coax^ Location Owner/ Tenant Existing 164 9 TMBX 6517-R2M 12 6 1 5/8 1 5/8 Inside Outside T-Mobile 3 FRIG Units 3 FXFB Units 14'LP 15/8 HybridProposed1643ETW200VS12UBTMAsPlatform1 Outside T-i\/iobile 1 HCS Fiber/DCBox [Large] Future 164 1 FRiE Unit ---T-Mobiie Existing 140 6 PCSA 065-19 (3)12'12 1 5/8 Outside Verizon 3 BXA-70063/6CF T-Arms 12 DBXNH-6565B'R2M 18 15/8 9 E15S09P78 12'Low Profile Platform Propoxd 120 3 ATCB-B01-XX 3 3/8 Outside AT&T 3 RRUS11 DualPA RRU RBS6000 1 3/8 1 RRH DC6-48-60-ia^F 1 7/8 Notes: 1)SeeAppendix B-"CoaxConfiguration"for feed line configuration tnxTower Report -version 6.0.4.0 159 Ft Monopole Tower StructuralAnalysis Project Number 110924,Revisbn 2 nformation April25,2012 A2E0005ATroutLake (VS) Page 4 Table 2-Design Antenna and Cable Mounting Level (ft) Centerline Elevation (ft) Number of Antennas Antenna Model Number of Coax Coax Size Coax Location 159 159 1 AmpsPlatform Unknown Unknown Inside 159 159 9 Std Tri-sector (76.7"x6.1"x1.4"&16lbs)9 1 5/8 147.6 147.6 1 Amps Platform |Unknown Unknown 147.6 147.6 9 Std Tri-sector |„ (76.7"x6.1"x1.4"&16lbs)|^1 5/8 3)ANALYSIS PROCEDURE Table 3-Documents Provided Document Remarks Reference Source Tower Design Drawings LeBlanc dated May 12,1997 Job No.:A2E-005D -T-Mobile Geotechnical Report PSI,dated April 23,1997, ProjectNo.:757-75125 -T-Mobile Previous Structural Analysis Tower Engineering Professionals dated November 9,2011 110924 TEP Correspondence Correspondence from T-Mobile with regards to the existing, future,and proposed loading,dated April 20,2012 -T-Moblle 3.1)Analysis Method tnxTower(version6.0.4.0),acommerciallyavailableanalysissoftware package,wasusedto create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included inAppendixA. 3.2)Assumptions 1)Thetowerandfoundationwere built in accordance with themanufacturer'sspecifications. 2)Thetowerand foundation havebeen maintained inaccordance with themanufacturer's specification. 3)Theconfigurationof antennas,transmission cables,mounts andother appurtenances are as specifiedinTable1and Appendix B-"Coax Configuration." 4)Tower Engineering Professionals,Inc.shallassumethat all towercomponentsarein sufficient conditiontocarrytheirfull design capacity. 5)Serviceability with respecttoantennatwist,tilt,roll,orlateraltranslation,isnotcheckedandis left to the carrier or tower owner to ensure conformance. 6)TowerEngineering Professionals,Inc (TEP)didnot analyze antenna supporting mounts as part ofthisstructuralanalysisreport.TEP assumes thatall antenna mountsandmountinghardware are structurally sufficient tocarrythe full designcapacityrequirementsofappurtenance wind area andweight as providedbythe original manufacturer specifications.Itisthecarrier's responsibility toensurecompliancetothe structural limitations ofthe existing and/orproposed antenna mounts.TEPdidnotperformasitevisitto verify thesize,condition orcapacityofthe antenna mounts. 7)Thisreportisnota construction document. tnxTower Report -version 6.0.4.0 159 R Monopole Tower StructuralAnalysis Project Number 110924,Revision2 4)ANALYSIS RESULTS April25,2012 A2E0005A Trout Lake (VS) Page 5 Section No.Elevation (ft)Component Type Size Criticai Element P(ib)SPP allow (lb) % Capacity Pass /Fall L1 159-134 Pole TP28.63x22x0.375 1 -6900.100 2418450.00 19.0 Pass L2 134-99 Pole TP37.Q2x26.797x0.375 2 -16385.801 3062130.00 45.8 Pass L3 99-66 Pole TP44.88x34.919x0.375 3 -25269.000 3446420.00 68.3 Pass L4 66 -32.5 Pole TP52.88x42.542x0.5 4 -38596.898 5696820.00 57.9 Pass L5 32.5-0 Pole TP60.36x50.03x0.5 5 -58178.199 6275600.00 70.0 Pass Summary Pole (L5)70.0 Pass RATING =70.0 Pass Table 5-Component Stresses vs.Capacity -Foundation Notes Component Elevation (ft)%Capacity Pass /Fall -Anchor Bolts -63.3 Pass -Base Plate -58.2 Pass 2 Base Foundation (Soil Interaction)-66.7 Pass -Base Foundation (Structural)-44.3 Pass Structure Rating (max from all components)=70.0% Notes: 2)See additional documentation in"AppendixC-AdditionalCalculations"for calculations supporting the%capacity listed. 4.1)Recommendations 1)If theloaddiffersfromthat described inTable1ofthisreport,AppendixB-"CoaxConfiguration" ortheprovisionsofthisanalysisarefoundtobe invalid,another structuralanalysisshouldbe performed. tnxTower Report -version 6.0.4.0 April25,2012 159FtMonqDole TowerStructuralAn^ysis A2E0005A Trout Lake (VS) ProjectNumber 110924,Revision 2 Page6 tnxTower Report -version 6.0.4.0 APPENDIX A TNXTOWER OUTPUT o ALL REACTIONS AF^FACTORED AXIAL 582051b DESIGNEDAPPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION (3)TMBXX-6517-R2Mw/MountPipa 159 BXA-7C063/6CFV MountPipe 140 (3)TMBXX-6517-R2MW MountPipe 159 BXA-70063/6CFW Mount Pipe 140 (3)TMBXX.6517-R2Mw/MountPipe 159 BXA-70063/6CF WMountPipe 140 FRIGUnit 159 T-AimMount[TA602-3]140 FRIGUnit 159 (4)OBXNH-6565«rt4ountPipe 120 FRIGUnit 159 (4)DBXNH-6565viiiMount Pipe 120 FXFBUNt 159 (4)DBXNH-656SwiMountPipe 120 FXFBUnit 159 (3)E1SZ01P0S 120 FXFBUnit 159 (3)E1SZ01P0S 120 ETW200VS12UB 159 (3)E15Z01P05 120 ETW200VS12UB 159 ATCB-B01-XX 120 ETW200VS12UB 159 ATCB-B01-XX 120 HCSFit9ei/DCIxix(l.arge)159 ATCB-B01-XX 120 FRIG RF Head3TX 159 RRUS-11 120 Platfoim Mont[LP402-1)159 RRUS-11 120 (2)PCSA065-19-2 w/MountPipe 140 RRUS-11 120 (2)PCSA065-19-2 wiMountPipe 140 OC6-48-60-18-eF 120 (2)PC5A065-19-2 wMount Pipe 140 Platfoim Moirt[IP 303-1)120 lUlATERIALSTRENGTH GRADE Fy Fu GRADE 1 Fy Fu 1 A572-65 BSksi eoksi TOWER DESI04 NOTES 1.Toweris located in Seminole County,Florida. 2.Tower designedfor Exposure0 totheTiA-222-G Standard. 3.Towerdesigned fora105mphbasicwindin accordancewiththeTiA-222-G Standard. 4.Deflections are based upona60mphwind. 5.TowerStructureClass 11. 6.Topographic Category 1withCrest Heightof0.000ft 7.Vasd =Vuit*0.6'^1/2=135 *0.6'^iy2=104.6mph 8.TOWER RATING:70% SHEAR 528141b MOMENT 5284742 b-ft TORQUE940a3-tt REACTIONS-105nph WIND i Tower Engineering Professionals i 3703 Junction Blvd Raleigh,NO 27603 TowerEngineering Professionals Phone:919-661-6351 FAX:919-661-6350 A2E0005A -Revision 2 Project TBRjf 110924 T-Mobile DustinT.Smith,E.I.App'd: Code:TIA-222-G 04/25/12 Scale: Path:Dwg No.g..| tnxTower Job A2E0005A•Revision2 Page 1 ofg Tower Engineering Professionais J70JJunctionBivd Projoel TEP#110924 Date 09:21:36 04/25/12 RakigH.KC27m Phone:919-661-iSit FAX:9I966I63S0 Client T-Mobile Designed by Dustin T.Smith, E.I. Tower Input Data Theie isa polesecibn. ThistowerisdesiredusingtheTIA-222-Gstandard. Thefollowingdesign criteria apply; TowerislocatedinSeminole County,Florida. BasicwindspeedofIDSm|di. SliucluteClassIL ExposureCategoryC. Topogra(^icCategory I. CrestHeight0.000ft Deflectionscalculatedusingawindspeedof60 mph. Vasd=Vult»0.6-^1/2=135 •0.6''l/2=104.6mph. A non-linear(P-delta)analysiswasused. Pressuresarecalculated at each section. Stressratiousedin poledesignis1. Localbendingstressesduetoclimbingloads,feedlinesupports,andappurtenancemountsarenotconsidered. Consider Momoits•Legs ConsiderMomenis*Horizontals ConsiderMoments•Diagonals UseMoment Magniricatton V UseCode StressRatios V UseCodeSafelyFactors-Guys EscalateIce AlwaysUseMas K< UseSpecialWindProfile Include Bolts InMember Capacity Ixg BollsArcAlTopOfSection Secondary Horixonial Braces Ixg UseDiamondInnerBracing(4Sided) AddIBC,6I>*-WComUnatioQ Section txttgih Options DistributeLegLoadsAsUniform AssumeLegsPinned V Assume Rigid IndexPlate V UseGearSpansForWindArea UseGear %MnsFor K17r Rctension(k>sTo IniiialTension V BypassMastSlabiliiyChccks ">}UseAzimuthDishCoe^icients V Project WindAreaofAppurt Autocalc TorqueArmAreas SRMembersHaveCut Ends V SonCapacity ReportsByComponent Triangulate DiamondInnerBracing TreatFeedlineBundlesAsCylinder UseASCE 10X-Brace LyRules CalculateRedundantBracingForces IgnoreRedundantMembersIn FHA SRIxgBoltsRcascCompression AHIxgPanelsHaveSameAllowable OffsetGirt Al Foundation Consider FeedlineTorque IncludeAngleBlockShearCheck Poles IncludeShear-TorslonInteraction Alwuys UseSub-Criiical Row UseTopMountedSockets Tapered Pole Section Geometry Spike Nund)er TopBottomWall t^igth of iMameter Diameter Thicbtess Sides Bend Radius 1.1 I59000-134.00 0 25000 4383 12 22000 28330 0J75 1300 A572-65 (65 Ui) 13 I34000-99.000 39.083 5.167 12 26.797 37O20 0J75 1300 A572-65 (65 Ui) L3 99.00066.000 38.167 6.083 12 34.919 44.880 0.375 1300 A572-65 (65 Ui) U 66.000-32300 39.583 7.083 12 42342 52.880 0.500 2.000 A572-65 (65 Ui) 13 323000.000 39.583 12 50.030 60.360 0.500 2.000 A572-65 (65 Ui) tnxTower Job A2E0005A •Revision2 Page 2of9 • Tower Engineering Professionais 3703Junction Project TEP#110924 Date 09:21:3604/25/12 Ralcish.NC2760J Phone:919-66I-63SI FAX:919-661^10 Client T-Mobile Designedby DustinT.Smith, E,l. Tapered Pole Properties Section TipDin.Area 1 r C l/C J w wO in in'in*in in in'in'm LI 22.776 26.112 1558324 1.142 11.396 136.769 3158.195 12.852 4.891 13.043 29.640 34.118 3476.634 10.115 14.830 234.427 7044.604 16.792 6.668 17.781 L2 28.848 31.905 2842.989 9.459 13.881 204.813 5760.666 15.703 6.177 16.471 38.326 44.249 7584J3I 13.119 19.176 395.501 15367.910 21.778 8.916 23.777 L3 37346 41.711 6352.950 12.367 18.088 351.228 12872.800 20.529 8.353 22.275 46.463 53.740 13586.247 15.933 23.248 584.409 27529.420 26.449 11.023 29.394 t>l 45.688 67.688 15271.090 15351 22337 692.978 30943J69 33J14 10.061 20.123 54.745 84.332 29533.051 18.752 27J92 1078.170 59841.967 41.506 12.832 25.664 13 53.709 79.743 24970.037 17.732 25.916 963.514 50596364 39J47 12368 24.136 62.489 96J75 44078.008 21.430 31.266 1409.753 89313.995 47.433 14.836 29.673 Tower Gusset GussetGussetGradeAdjust.Factor Adjust.WeightMuit.Double Angie DoubleAngle Elemtion Area Thickness Af Factor StitchBolt Stitch Bolt (perfatY)Ae SpacingSpacing If Diagrmals Horiyinsals in in in I59.00O-IM.O 00 13 99.000.66,000 lA 66.000-32300 13 32.5000.000 Feed Line/Linear Appurtenances -Entered As Round Or Flat Description Seaor Component Type Placetttetit Total Nttmber Number PerHow Start/End Poiihon Widthor Perimeter Diameter Weight pU LDF7-50A(l-S/8FOAM)A SurfaceAr 159300-0.000 1 1 4)131 1980 0.820 (CaAa)0.133 LDF7>S0A(1-5/8 FX>AM)B SurfaceAr 140.000-0.000 12 12 -0.231 1.980 0.820 (CaAa)0.231 I.DF7-50A(1-5/8 FOAM)C SurfaceAr I20.0GO-0.000 18 6 4>.II4 1.980 0.820 (CaAa)0.114 IJ>F2-50A(3/8 FOAM)C SurfaceAr 120300-0.000 3 3 0.123 0.440 0.080 (CaAa)0.157 IJ>P3.50A(3/8FOAM)C SurfaceAr 120.000-0.000 1 1 0.167 0.440 0.080 (CaAa)0.173 I.DF5-50Aa/8FOAM)c SurfaceAr 120.000-0.000 1 1 0.183 1.090 DJ30 (CaAa)0.197 tnxTower Job A2E0005A-Revision 2 Page 3 019 TowerEngineering Professionais J703yiuirr/o;iBM Project TEP#110924 Dale 09:21:3604/25/12 Kakigh.NC27603 Phone:9IV-661-6JSI FAX:919661^350 Clienl T-Mot»le Deslgnadby OustinT.Smith, E.I. Feed Line/Linear Appurtenances -Entered As Area Face Aliow or Shiekl Ji£_ C4fmponent Type Ptacement JLSlcpP<;g><5A-SR)7-in.CNo CaAa(OutOf IS9.0GO-10.000 w/30*tlep Face) SafelyLine3/8 C No CaAafOutOf 139.000-10.000 Pace) LDF7-S0A(l-S/8 ANo lisidePoIe 139.000-0.000 FOAM) Total Sumbtr CaA. No Ice 0.029 No Ice 0.037 No Ice 0.000 Weight 0.487 0.230 0.820 Feed Line/Linear Appurtenances Section Areas Tower Tower Face Am Af CmAa CmAm Weight Section Eletation In Face OutFace ft ff ff ff lb LI I39.000-134.000 A 0.0000.000 34.650 0.000 389S00 B 0.0000.000 14.236 0.000 39.040 C 0.000 o.ooo 0.000 1.667 17.673 L2 134.000-99.000 A 0.000 0.000 48.310 0.000 343.300 B 0.000 0.000 83.160 0.000 344.400 C 0.000 0.000 30.933 2.334 348.333 L3 99.000.06.000 A 0.000 0.000 43.738 OOOO 314.140 B 0.000 0.000 78.408 OOOO 324.720 C 0000 0.000 48.609 2.201 331.861 U 66.000-32.300 A oooo 0.000 46.431 OOOO 321.930 B oooo 0.000 79S96 OOOO 329.640 C oooo 0.000 49J46 2.234 339.919 IS 32.30O«flQO A oooo 0.000 433)43 0.000 306J30 B oooo 0.000 77.220 0.000 3I98C0 C 0.000 0.000 47873 1.301 316.732 Feed Line Centerof Pressure Section Eletxihon CP,CP,CP,CP, Ice Ice ft in m in in 1.1 139.000-134.000 -0379 4).790 4)379 4).790 1.2 134O00-99.C00 0.426 4)489 0.426 4)489 13 99.0004)6.000 0.429 -0.176 0.429 4).176 U 66.000-32300 0.471 -0204 0.471 4).204 LS 323004)000 0321 4)233 0321 4)233 Shielding Factor Ka Tower FeedLine Desciiption FeedUne K.K. Section RecordNo.SegmentEler.NoIce he LI 4 LOF7-30A(1-3AFOAM)134.00-IjOOOO 1.0000 139.00 LI 3 LOF7-SOA(1-3/8FOAM)134.00-IJOOOO 1.0000 tnxTower Job A2E0005A-Revision 2 Page 4Of9' TowerEngineering Professionals 3703JunctionBhd Project TEP#110924 Dale 09:21:3604/25/12 Raleigh.NC27603 Phone:9I9.66I-63SI FAX:919 6616350 Client T-Mot)ile Designedby DustinT.Smith, E.I. Towxr FeedUne Desciiption FeedUne X.K. Section RecordNo.SegmentEler.NoIce Ice 14000 LI 9 mn-30A(i-3nFOAM)134.00-1.0000 1.0000 12000 LI 11 LDF2-SOA(3AFOAM)134.00-1.0000 1.0000 120.00 LI 12 LDF2-50A(3/8 FOAM)134.00-1.0000 1.0000 120.00 LI 13 LDF3-30A(7/8 FOAM)134.00-1.0000 1.0000 120.00 12 4 LDn-.WA(I-.3/8FOAM)99.00-134.00 1.00001.0000 12 3 LOF7-30A(1-3/8 FOAM)99.00-134.00 1.0000 1.0000 12 9 LDF'7-30A(1-3/8 FOAM)99.00-120.00 1.0000 1.0000 12 11 LDF2-30A(3/8FX>AM)9980-120.00 18000 1.0000 12 12 U3F2-30A(3/8FOAM)99il0-120.00 18000 1.0000 12 13 IJ3F3-30A(7/8FOAM)9980-120.00 18000 1.0000 13 4 IJ>F7-30A(1-3/8 FOAM)66.00-9980 18000 1.0000 13 5 IJ3n-30A(1-3/8 FOAM)6680-9980 18000 1.0000 13 9 •J)F7-30A(I-S/8FOAM)66.00-9980 18000 1.0000 U 11 LDF2-30A(3/8 FOAM)66.00-9980 18000 1.0000 13 12 LDF2-30A(3/8 FOAM)66.00-99.00 18000 1.0000 U 13 1.DF3-30A(7/8 FOAM)66.00-99.00 1.0000 1.0000 U 4 LDF7-50A(1-5/8 FOAM)32.30-66.00 I.OOOO 1.0000 14 3 LDn-50A(1-5/8FOAM)32.30-66.00 1.0000 1.0000 lA 9 LD17-30A(1-5/8 lOAM)32.30-66.00 1.0000 1.0000 14 11 LDI^-30A(3/8 FOAM)32.30-66.00 1.0000 1.0000 U 12 LDI'2-30A(3/8 FOAM)3230-66.00 I.OOOO 1.0000 LA 13 LDF3-30A(7/8F-OAM)3230-66.00 1.0000 1.0000 Discrete Tower Loads Description Face Offset Offsets:Adnutth Placement C<A,Cv5s Weight or hP'Hoiz Adjustment Front Side l-tg Utlentl Veit ft ft ft ft ft"ft'lb (3)TMBXX-6317-R2Mw/A Froml-cg 3.000 0.000 159.000 NoIce 9391 7.443 69342 MoanlPIpe 0.000 3.000 (3)TMBXX-63l7-R2Mw/B Froin Leg 3.000 0.000 139.000 Noke 9.391 7.445 69.342 MouniPipc 0.000 3.000 (3)TMBXX-6317-R2Mw/C Fromi^3.000 0.000 I39.000 No Ice 9.391 7.443 69.342 MounlPipe 0.000 3.000 FRIGUnit A From Ixg 3.000 0800 3800 0.000 159.000 NoIce 0.890 0.789 33.100 FRIGUnil B Fnun l.cg 3800 0800 3800 0.000 139.000 NoIce 0.890 0.789 33.100 FRlGUnil C From Ixg 3.000 0.000 3.000 0.000 139.000 Noice 0890 0.789 33.100 tnxTower Job A2E0005A-Revision 2 Page 5 019 Tower Engiiteeriag Professionals Project TEP#110924 Date 09:21:3604/25/12 RakigKNC2760S Phone:9t9-66l-63SI FAX:9I966I-6310 Clieni T-Mobile Oealgnedby DustinT.Smilh, E.I. tnxTower Job A2E0005A -Revision2 Page 6Of9• Tower Engineering Professionals 3703JunctionBM Project TEP#110924 Date 09:21:3604/25/12 RaMgh.NC27603 Phone:9I9-66I-63SI FAX:919661^350 Client T-Mobile Designedby* Dustin T.Smith, E.i. Description Face Offset Offsets:Azi*nutfi orType Horz Adjustment Leg Lateral Vert P fi FXFBUnil B HXFBUnii C ETW200VSI2UB A ET\V200VSI2ira B ETW200VS12UB C HCSFibcT/DCbox (Large)A l-°RI£RFHead3TX A PblToiinMouHILP 402-11 C ••••• (2)PCSAD6S-l9-2w/Moum A Pipe (2)PCSA06S-l9-2w/Mounl B Pipe (2)PCSA06S-l9-2w/Maunl C Pipe BXA-7006y6CFw/Mounl A Pip: BXA-TOOOybCFw/Moun B Pipe BXA-7006y6CFw/MounI C Pipe T-Arm Moual(TA 602-31 C (4)DBXNII-«S6Sw/Mounl A Pipe (4)D6 XNI<-6S6Sw/Moum Pipe (4)DBXNH-6S6Sw/Mounl C Pipe FromLeg From Leg FromLeg From Ixg From Ijcg Fromlx;g FromLeg FromLeg Nooe Fromlx^ From l«g From Ixg FromLeg FromLeg FromLeg Nooe From leg From leg FromLeg FromLeg 3.000 0.000 S.OOO 33X10 03)00 33)00 3.000 0.000 3.000 3.000 0.000 3.000 3.000 O.OOO 3.000 3.0Q0 0.000 3.000 3.000 0.000 3.000 3.000 0.000 3.000 3.000 0.000 0.000 33)00 0.000 0.000 3.000 0.000 03)00 3.000 0.000 0.000 3.000 0.000 0.000 3.000 0.000 03)00 3.000 0.000 0.000 3.000 0.000 03)00 33)00 0.000 0.000 3.000 0.000 0.000 0.000 03)00 0.000 1393)00 140.000 OA,Weight /iercnpriofl Face Offset Offsets:Azimuth Piacement C,A,C,A,Weight Front sue or T)pe Horz Lateral Atguttinetil From Side Vert ft"sf ft'it)ft ft ft ft ft"lb No Icc 1.735 1.084 36.860 0.000 (3)B13ZniP03 B l*n>mLeg 3.000 0.000 0.000 120.000 Noke 1.045 0.443 13.900 No Icc 1.753 1.084 36.860 0.000 (3)U13ZDIP05 C From Leg 3000 OjOOO 0.000 120.000 NoIce 1.043 0.443 15.900 NoIce 1.733 1084 36.860 0.000 ATCB-B01-XX A From Leg 3.000 0.000 0.000 120.000 NoIce 0.124 0.124 0300 NoIce 0.1840.472 11.000 0.000 ATCB-B01-XX B From(xg 3.000 0.000 I20.000 No ke 0.124 0.124 0300 0.000 NoIcc 0.1840.472 11.000 0.000 ATCB-B01-XX C From Ixg 3.000 0.000 0.000 120.000 No ke 0.124 0.124 0300 NoIcc 0.184 0.472 11.000 0.000 RRUS-II A FromIxg 3.000 0.000 0.000 120.000 No ke 4.424 1.186 53.000 Noke 3.224 1.162 19.000 0.000 RRUS-11 B FromLeg 3.000 0.000 120.000 No Ice 4.424 1.186 55.000 0000 NoIcc 4.128 0.976 33.100 oooo RRIJS-11 C FromIxg 3.000 0.000 0.000 I20IX)0 Noke 4.424 1.186 33000 Noke 33.040 33.010 2166.000 0.000 »C%-48-60-18-8F A From Ixg 3.000 0.000 120.000 Noke 1.266 1.266 20.000 No kc 6.643 7J22 30.130 0000 oooo PlallonnMouM(IP 303-1)C None 0.000 120000 Noke 14.660 14.660 1230.000 No kc 62)43 7J22 30.130 1403)00 No Ice 6.643 7J22 30.130 140.000 I40.000 1403)00 140.000 1203)00 NoIce 7.731 NoIce 7.731 NoIce 7.731 Noke Nokc 11J90 6JS3 No fcc 6J83 Noke No ke 6J83 1.043 3.180 38.900 3.180 38.900 3.180 38.900 11J90 774JOO 3.243 68.940 3.243 68.940 3.243 68.940 0.443 13.900 DeadOnly l.2Deail»1.6 0.9Dcadrl.6 l.2Dcadri.6 0.9Dcad»l.6 1.2Dead»l.6 0.9Dcadr-1.6 1.2 Dcad4l.6 0.9Deadf1.6 1.2Dcsd4l.6 0.9Dcad4l.6 l.2De»l3|j6 0.9Deadal.6 l.2Deadal.6 0.9Dead»1.6 1.2De*dal.6 WindOdeg-No ke WindOdeg-Noke Wind30dcg-NoIce Wind30deg-NoIce Wind60deg-NoIce Wind60dcg-NoIce Wind90dcg-Nolcc Wind90dcg-NoICB Wind 120deg-No ice Wind120deg-No Ice Wind130deg-No Ice Wind130deg-Noke Wind180dcg-Noke Wind 180dcg-NoIce Wind210dcg•NoIce Load Combinations Descriplion tnxTower Job A2E0005A-Revision 2 Page 7ol9 Tower Engineering Professionals Project TEP#110924 Dale 09:21:3604/25/12 370)JunctitmBlitl Kaleigh.NC2760J Qient Designedby Phone:919-66I-6SSI FAX:9lf766l3i)S0 T-Mobile DustinT.Smith, E.I. Comb. No. Detcription 17 0.9Dea<]tl.6 Wiiid2IO<lc8-Nolcc 18 1.2Deadt 1.6Wind240(ley-NoIce 19 0.9Desdtl.6 Wind240dcg-Noloe 20 1.2Dead4-1.6Wind270deg*NoIce 21 0.9Dcad+1.6 Wind270deg-NoIce 22 1.2Dead|.|.6 Wind300deg -Noice 23 0.9Dcadfl6Wind300deg -Nolee 24 1.2Dcad+1.6 Wind330deg -Nolee 25 0.9Dead+1.6 Wind330deg-Notec 26 Deadt-Wind 0deg•Service 27 Deadt-Wind30deg-Service 28 Deadt-Wind60deg•Service 29 DcadfWind90deg-Service 30 DcadfWind120deg•Service 31 DcadfWind 150deg-Service 32 Dcadr-Wind180deg-Service 33 DcadfWind210deg-Service 34 DeadfWind240 deg-Service 35 DcadfWind270deg-Service 36 DcadfWind300deg-Service 37 DcadfWind330deg-Service Maximum Tower Deflections>Service Wind Section Elevation Horz.Gov.m Twiu No.U^ection ictaj A m Comb.•• 1.1 159-134 17.039 30 0.949 0.001 1.2 138.083-99 12.987 30 0.892 0.00! 1.3 104.167-66 7.270 30 0.692 0.000 lA 72.0833-32.5 3.399 30 0.439 0.000 IS 39.5833-0 1.050 30 0.237 0.000 Critical Deflections and Radius of Curvature-Service Wind Elevation fi Appunetuuice (tov. ijoad Conh. OeflectUm m TyHu Radiusof Curvutart fi 159.0(10 (3>TKfBXX-6Sl7-R2Mw/K«ount 30 17.039 0.949 0.001 54071 Pipe 140.000 (2)PCSA065-I9-2 w/Mouni Pipe 30 I3.34S 0.899 0.001 14310 120.000 (4>DBXNH-6565w/Mount Pipe 30 9.760 0.801 0.000 9318 Maximum Tower Deflections-Design Wind Section Elevotioti Horz.Gov.rat Twin No.Deflection Loot! Ji in Ctnnb.•• I.I 159-134 92.854 10 5.180 0.005 12 138.083-99 70.775 10 4.868 0.003 L3 104.167-66 39628 10 3.773 0.002 tnxTower Job A2E0005A-Revision 2 Page 8 0(9 - TowerEngineering Professionals )70)JunctionBtvd Project TEP#110924 Date 09:21:3804/25/12 Kakitk.NC27603 Phone:9I9-66I-63SI FAX:9I966ISJS0 aienl T-Mot}ile Designedliy * DustinT.Smith, E.I. Section Eicvation Horz.ITnv.Tilt Twist No.Defleahn load ft in Condt.v • U 72.0833-32J 18525 10 2596 0.001 LS 395833-0 5.724 10 1294 0.000 Critical Deflections and Radius of Curvature-Design Wind Elevadon /' Appurtenance Gov. tsfod Comb. O^ection TiU Twist Radiusof Curvature fi 159.000 (3>TMBXX-65I7-R2Mw/NSoum 10 92.854 5.180 oxns 10139 Pipe 140.000 (2)PCSA065-19-2 w/Mourt Pipe 10 72.743 4.906 0.004 2681 120.000 (4)DBXNH-6565w/MouniPipe 10 53.196 4.372 0.002 1731 Compression Checks Pole Design Data Section Elcvatkm Size U a/r A P.OF.Ratio ft fifi to'lb lb bP. LI 159-134(1)TP28.63x22iO.375 25.000 0.000 0.0 32.810 -6900.100 2418450.000 0.003 U 134-99(2)1P37.02x26.797x0.375 39083 0.000 0.0 42.617 -16385.801 3062130.000 0.005 15 99-66(3)1P44.88x34.919x0.375 38.167 0.000 0.0 51.823 -25269.000 3446420600 0.007 U 66-325(4)TP5258x42542x05 39583 0.000 0:0 81553 -38596.898 5696820.000 0.007 15 325-0(5)1T60.36x50.03x05 39583 0.000 0.0 96575 -58178.199 6275600.000 0.009 Pole Bending Design Data Scctitm Elevation Size A'..Oil..Ratio A/„Ratio No.Al„ fi th-fi ib-ft *»»..Ib-fi Ib-ft bhi.. LI 159-134(1)TP28.63x22xO.375 249002500 1331016.667 0.187 0.000 1331016.667 03)00 15 134-99(2)1P37.a2x26.797xa375 992541.667 2195858.333 0.452 0.000 2195858.333 0.000 15 99-66(3)TP44.88x34.9l9xa375 2033983533 3010900.000 0.676 0.000 3010900.000 0.000 U 66-325(4)TP52.88x42542i05 335(X)OO.aflO 5853033.333 0572 0.000 585.30.33533 0.000 15 325-0(5)TP60.36x.50.03x05 5284741.667 7649874.667 0.691 0.000 7649874.667 0.000 EUwthn Pole Shear Design Data »V,Rath V. _4!L. Aamt T. U)-ft OT. Ibft JL.