RE: Notice of Exempt Modification for T -Mobile / L700

December 17 2015

Melanie A Bachman Acting Executive Director Connecticut Siting Council 10 Franklin Square New Britain CT 06051

RE Notice of Exempt Modification for T-Mobile L700 Crown Site BU 881364 T-Mobile Site ID CT11782A Located at 123 Costelo Road Newington CT 06111 Latitude 41deg 39rsquo 1872rdquo Longitude -72deg 43rsquo 1719

Dear Ms Bachman

T-Mobile currently maintains six (6) antennas at the 95 foot level of the existing 145 foot monopole at 123 Costelo Road Newington CT The tower is owned by Crown Castle The property is owned by Costello Industries Inc T-Mobile now intends to install three (3) new antennas and three (3) RRUrsquos (non-antennas) The antennas would be installed at the 95 foot level of the tower with their existing equipment

Please note as per my correspondence with the Town of Newington and Cymon Holzschuh Siting Analyst for the Connecticut Siting Council this facility was not certified by the Council and the Town does not possess the original approval Please accept the correspondence as a waiver of the requirement to provide the record of the approval decision A copy of the correspondence is attached for your records

Kindly accept this letter as notification pursuant to Regulations of Connecticut State Agencies sect16-50j-73 for construction that constitutes an exempt modification pursuant to RCSA sect16-50j-72(b)(2) In accordance with RSCA sect 16-50j-73 a copy of this letter is being sent to Roy Zartarian Mayor for the Town of Newington as well as the property owner and the tower owner

Melanie A Bachman December 17 2015 Page 2

1 The proposed modifications will not result in an increase in the height of the existing tower

2 The proposed modification will not require the extension of the site boundary

3 The proposed modification will not increase noise levels at the facility by six decibels or moreor to levels that exceed state and local criteria

4 The operation of the replacement antennas will not increase radio frequency emissions at thefacility to a level at or above the Federal Communication Commission safety standard

5 The proposed modifications will not cause a change or alteration in the physical orenvironmental characteristics of the site

6 The existing structure and its foundation can support the proposed loading

For the foregoing reasons T-Mobile respectfully submits that the proposed modifications to the above-referenced telecommunications facility constitutes an exempt modification under RCSA sect 16-50j-72(b)(2) Please send approvalrejection letter to Attn Amanda Goodall

Sincerely

Amanda Goodall Real Estate Specialist 12 Gill Street Suite 5800 Woburn MA 01801 339-205-7017 AmandaGoodallcrowncastlecom Attachments

Tab 1 Exhibit-1 Compound plan and elevation depicting the planned changes


Tab 2 Exhibit-2 Structural Modification Report Tab 4 Exhibit-3 General Power Density Table report (RF Emissions Analysis Report)

cc Roy Zartarian Mayor Town of Newington 131 Cedar Street Newington CT 06111

Crown Castle (Tower Owner) 12 Gill Street Suite 5800 Woburn Ma 01801

Costello Industries Inc (Property Owner) Attn Frank Costello 123 Costello Road Newington CT 06111

From Holzschuh CymonTo Goodall Amanda CSC-DL Siting CouncilSubject RE 123 Costello Road-Existing Telecommunication Tower located at 123 Costelo Road Newington (Crown Castle 881364 TMO

CT11782A) - CSC RequirementDate Wednesday December 16 2015 105535 AMAttachments image001png

This facility was not certificated by the Council and the Council does not have the original approval on record

The notification yoursquove provided waives the requirement for providing a record of approval decision I will add this to our records for future filings for this facility

Thank you

Cymon HolzschuhSiting AnalystConnecticut Siting Council10 Franklin SquareNew Britain CT 06051P 8608272941|F 8608272950

wwwctgovdeep

Conserving improving and protecting our natural resources and environmentEnsuring a clean affordable reliable and sustainable energy supply

From Goodall Amanda [mailtoAmandaGoodallcrowncastlecom] Sent Wednesday December 16 2015 1025 AMTo CSC-DL Siting CouncilSubject 123 Costello Road-Existing Telecommunication Tower located at 123 Costelo Road Newington (Crown Castle 881364 TMO CT11782A) - CSC Requirement

To Whom It May Concern

Please be advised both the township (email below) and Crown Castle as the tower owner do not have the original zoning resolution on file Please use this email as notification to waive this requirement as we will include this and the email from the township within our submission

Please let me know if you have any questions or need additional information Thank you in advance

AMANDA GOODALLReal Estate SpecialistT (339) 205-7017 | M (978) 790-8547AmandaGoodallcrowncastlecom

CROWN CASTLE12 Gill Street Suite 5800 Woburn MA 01801CrownCastlecom

From Minor Craig [mailtoCMinorNewingtonCTGov] Sent Friday December 11 2015 1204 PMTo Goodall AmandaSubject 123 Costello Road

Amanda

I have a thick file of letters between the CT Siting Council and the owners of the tower on 123 Costello Road You are welcome to come look through that file

I donrsquot have a copy of the original approval but you could probably get a copy of it from the Siting Council

Craig Minor AICPTown Planner

The information contained in this electronic message may be confidential andor privilegedIf you received this in error please inform the sender and remove any record of thismessage Please note that messages to or from the Town of Newington may be subject toFreedom of Information statutes and regulations

This email may contain confidential or privileged material Use or disclosure of it by anyone other than the recipient is unauthorized If you are not an intended recipient please delete this email

tnxTower Report - version 6141

Date October 20 2015

Timothy Howell Paul J Ford and CompanyCrown Castle 250 E Broad Street Suite 6003530 Toringdon Way Suite 300 Columbus OH 43215Charlotte NC 28277 6142216679

Subject Structural Modification Report

Carrier Designation T-Mobile Co-LocateCarrier Site Number CT11782ACarrier Site Name CT782Costello MP

Crown Castle Designation Crown Castle BU Number 881364Crown Castle Site Name NewingtonCrown Castle JDE Job Number 347010Crown Castle Work Order Number 1128584Crown Castle Application Number 309450 Rev 0

Engineering Firm Designation Paul J Ford and Company Project Number 37515-07570067700

Site Data 123 Costelo Road Newington Hartford County CTLatitude 41deg 39 1872 Longitude -72deg 43 1719145 Foot - Monopole Tower

Dear Timothy Howell

Paul J Ford and Company is pleased to submit this ldquoStructural Modification Reportrdquo to determine thestructural integrity of the above mentioned tower This analysis has been performed in accordance with theCrown Castle Structural lsquoStatement of Workrsquo and the terms of Crown Castle Purchase Order Number 837418 inaccordance with application 309450 revision 0

The purpose of the analysis is to determine acceptability of the tower stress level Based on our analysis wehave determined the tower stress level for the structure and foundation under the following load case to be

LC47 Modified Structure w Existing + Reserved + Proposed Sufficient CapacityNote See Table I and Table II for the proposed and existingreserved loading respectively

The structural analysis was performed for this tower in accordance with the requirements of the 2005Connecticut Building Code and the TIAEIA-222-F Structural Standards for Steel Antenna Towers and AntennaSupporting Structures using a fastest mile wind speed of 80 mph with no ice 376 mph with 075 inch icethickness and 50 mph under service loads

All modifications and equipment proposed in this report shall be installed in accordance with the attacheddrawings for the determined available structural capacity to be effective

We at Paul J Ford and Company appreciate the opportunity of providing our continuing professional services toyou and Crown Castle If you have any questions or need further assistance on this or any other projectsplease give us a call

Respectfully submitted by

Jared Smith EIStructural Designer

October 20 2015145 Ft Monopole Tower Structural Analysis CCI BU No 881364Project Number 37515-07570067700 Application 309450 Revision 0 Page 2


TABLE OF CONTENTS

1) INTRODUCTION

2) ANALYSIS CRITERIATable 1 - Proposed Antenna and Cable InformationTable 2 - Existing and Reserved Antenna and Cable Information

3) ANALYSIS PROCEDURETable 3 - Documents Provided31) Analysis Method32) Assumptions

4) ANALYSIS RESULTSTable 4 - Section Capacity (Summary)Table 5 ndash Tower Components vs Capacity41) Recommendations

5) APPENDIX AtnxTower Output

6) APPENDIX BBase Level Drawing

7) APPENDIX CAdditional Calculations



1) INTRODUCTION

This tower is a 145 ft Monopole tower designed by SUMMIT in October of 1997 The tower was originallydesigned for a wind speed of 75 mph per TIAEIA-222-F

2) ANALYSIS CRITERIA


Table 1 - Proposed Antenna and Cable Information

MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer

Antenna ModelNumberof FeedLines

FeedLineSize(in)

Note

940 9503 commscope

LNX-6515DS-A1M w MountPipe - - -

3 ericsson RRUS 11 B12

Table 2 - Existing and Reserved Antenna and Cable Information

MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

1330

13902 andrew VHLP25-11

62

51612

1

2 dragonwave HORIZON COMPACT

1350

3 argus technologiesLLPX310R-V1 w Mount

Pipe

1 motorola TIMING 2000

3samsung

telecommunicationsWIMAX DAP HEAD

1330 1 tower mounts Platform Mount [LP 712-1]

1240 1240

3 alcatel lucent TD-RRH8x20-25

4 1-14 1

3 rfs celwaveAPXVSPP18-C-A20 w

Mount Pipe

3 rfs celwaveAPXVTM14-C-120 w

Mount Pipe

3 rfs celwave IBC1900BB-1

3 rfs celwave IBC1900HG-2A

1 tower mounts Platform Mount [LP 712-1]

1220

12203 alcatel lucent

PCS 1900MHz 4x45W-65MHz

- - 11 tower mounts Pipe Mount [PM 601-3]

1180 3 alcatel lucent800MHz 2X50W RRH

WFILTER



MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

1140

1160 1 lucent KS24019-L112A - - 1

1140

3 alcatel lucent RRH2X60-PCS

1 1-58 2

3 alcatel lucent RRH2x60-700

3 alcatel lucent RRH4X45-AWS4 B66

9 andrewSBNHH-1D65B w Mount

Pipe

1 rfs celwave DB-T1-6Z-8AB-0Z

3 antelBXA-800634CFx5 w

Mount Pipe131

1-5812


6 rfs celwave FD9R60042C-3L


1050 1050


1221

1-583438

1

6 ericsson RRUS-11

3kmw

communicationsAM-X-CD-16-65-00T-RET

w Mount Pipe

6powerwave

technologies777000 w Mount Pipe

12powerwave

technologiesLGP2140X

1 raycap DC6-48-60-18-8F


940

950

3 ericssonERICSSON AIR 21 B2A

B4P w Mount Pipe

13 1-58 13 ericssonERICSSON AIR 21 B4A

B2P w Mount Pipe

9403 ericsson KRY 112 1441


870 8703 kathrein 742 213 w Mount Pipe

6 1-58 31 tower mounts Pipe Mount [PM 601-3]

820 820 2 tower mounts Side Arm Mount [SO 305-1] - - 3

770 7701 symmetricom 58532A

1 12 11 tower mounts Side Arm Mount [SO 701-1]

Notes1) Existing Equipment2) Reserved Equipment3) Equipment To Be Removed



3) ANALYSIS PROCEDURE

Table 3 - Documents Provided

Document Remarks Reference Source

4-GEOTECHNICAL REPORTS Dr Clarence Welti 8101999 1425352 CCISITES

4-TOWER FOUNDATIONDRAWINGSDESIGNSPECS

Summit 5153 8111999 1425473 CCISITES

4-TOWER MANUFACTURERDRAWINGS

Summit 5153 8101999 1425417 CCISITES

31) Analysis Method

tnxTower (version 6141) a commercially available analysis software package was used to create athree-dimensional model of the tower and calculate member stresses for various loading casesSelected output from the analysis is included in Appendix A

32) Assumptions

1) Tower and structures were built in accordance with the manufacturerrsquos specifications2) The tower and structures have been maintained in accordance with the manufacturerrsquos

specification3) The configuration of antennas transmission cables mounts and other appurtenances are as

specified in Tables 1 and 2 and the referenced drawings4) Monopole will be reinforced in conformance with the attached proposed modification drawings

This analysis may be affected if any assumptions are not valid or have been made in error Paul JFord and Company should be notified to determine the effect on the structural integrity of the tower



4) ANALYSIS RESULTS

Table 4 - Section Capacity (Summary)

SectionNo

Elevation (ft)Component

TypeSize

CriticalElement

P (K)SFP_allow

(K)

CapacityPass Fail

L1 145 - 130 Pole TP2677x24x01875 1 -2286 822430 50 Pass

L2 130 - 8475 Pole TP3527x2677x025 2 -15890 1409767 653 Pass

L3 8475 - 4425 Pole TP4226x339247x03125 3 -23797 2112858 996 Pass

L4 4425 - 32 Pole TP439035x406625x0375 4 -28678 2693433 960 Pass

L5 32 - 4 Pole TP490892x439035x04703 5 -37150 3514374 920 Pass

L6 4 - 0 Pole TP4983x490892x04892 6 -38469 3780801 879 Pass

Summary

Pole (L3) 996 Pass

Rating = 996 Pass

Table 5 - Tower Component Stresses vs Capacity ndash LC47

Notes Component Elevation (ft) Capacity Pass Fail

1 Anchor Rods 0 885 Pass

1 Base Plate 0 881 Pass

1Base Foundation

Steel0 674 Pass

12Base FoundationSoil Interaction

0 756 Pass

1 Flange Connection 130 68 Pass

Structure Rating (max from all components) = 996

Notes1) See additional documentation in Appendix C - Additional Calculations for calculations supporting the capacity listed2) According to the procedures prescribed and agreed to by the Crown Castle Engineering Foundation Committee held in

January 2010 the existing caisson foundation was analyzed using the methodology in the software lsquoPLS-Caissonrsquo(Version 810 or newer by Power Line Systems Inc) Per the methods in PLS-Caisson the soil reactions of cohesivesoils are calculated using 8CD independent of the depth of the soil layer The depth of soil to be ignored at the top ofthe caisson is the greater of the geotechnical reportrsquos recommendation the frost depth of the site or half of the caissondiameter

41) Recommendations

See attached proposed modification drawings



APPENDIX A

TNXTOWER OUTPUT



Tower Input Data

There is a pole sectionThis tower is designed using the TIAEIA-222-F standardThe following design criteria apply

1) Tower is located in Hartford County Connecticut2) Basic wind speed of 80 mph3) Nominal ice thickness of 10000 in4) Ice thickness is considered to increase with height5) Ice density of 56000 pcf6) A wind speed of 38 mph is used in combination with ice7) Deflections calculated using a wind speed of 50 mph8) A non-linear (P-delta) analysis was used9) Pressures are calculated at each section10) Stress ratio used in pole design is 133311) Local bending stresses due to climbing loads feed line supports and appurtenance mounts are

not considered

Options

Consider Moments - Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As CylinderConsider Moments - Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules

Consider Moments - Diagonals radic Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification radic Use Clear Spans For Wind Area Ignore Redundant Members in FEA

radic Use Code Stress Ratios radic Use Clear Spans For KLr SR Leg Bolts Resist Compression radic Use Code Safety Factors - Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable radic Escalate Ice radic Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz radic Use Azimuth Dish Coefficients radic Consider Feedline Torque Use Special Wind Profile radic Project Wind Area of Appurt Include Angle Block Shear Check

Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles Leg Bolts Are At Top Of Section SR Members Have Cut Ends radic Include Shear-Torsion Interaction

Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical FlowUse Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted SocketsAdd IBC 6D+W Combination Use TIA-222-G Tension Splice

Capacity Exemption

Tapered Pole Section Geometry

Section Elevation

ft

SectionLength

ft

SpliceLength

ft

Numberof

Sides

TopDiameter

in

BottomDiameter

in

WallThickness

in

BendRadius

in

Pole Grade

L1 145000-130000

15000 0000 18 240000 267700 01875 07500 A607-65(65 ksi)

L2 130000-84750

45250 4500 18 267700 352700 02500 10000 A607-65(65 ksi)

L3 84750-44250 45000 5250 18 339247 422600 03125 12500 A607-65(65 ksi)

L4 44250-32000 17500 0000 18 406625 439035 03750 15000 A607-65(65 ksi)

L5 32000-4000 28000 0000 18 439035 490892 04703 18814 Reinf 6054 ksi(61 ksi)

L6 4000-0000 4000 18 490892 498300 04892 19569 Reinf 6170 ksi(62 ksi)



Tapered Pole Properties

Section Tip Diain

Areain2

Iin4

rin

Cin

ICin3

Jin4

ItQin2

win

wt

L1 243702 141714 10152211 84534 121920 832694 20317780 70871 38940 20768271830 158199 14123200 94368 135992 1038535 28264984 79115 43815 23368

L2 271830 210436 18698421 94146 135992 1374969 37421446 105238 42715 17086358141 277884 43055913 124321 179172 2403055 86168481 138968 57675 2307

L3 352944 333391 47586642 119323 172337 2761248 95235899 166727 54207 17346429119 416067 92493804 148914 214681 4308434 18510931

4208073 68878 22041

L4 422771 479523 98330478 143021 206566 4760251 196790341

239807 64966 17324

445808 518098 124021775

154526 223030 5560767 248206741

259098 70670 18845

L5 445808 648397 154533190

154188 223030 6928808 309269719

324260 68992 14669

498465 725811 216755604

172597 249373 8692021 433796420

362974 78119 16609

L6 498465 754653 225193878

172530 249373 9030400 450684072

377398 77787 159

505987 766156 235649546

175160 253136 9309192 471609166

383151 79091 16167

TowerElevation

ft

GussetArea

(per face)

ft2

GussetThickness

in

Gusset GradeAdjust FactorAf

AdjustFactor

Ar

Weight Mult Double AngleStitch BoltSpacing

Diagonalsin

Double AngleStitch BoltSpacing

Horizontalsin

L1 145000-130000

1 1 1

L2 130000-84750

1 1 1

L3 84750-44250

1 1 1

L4 44250-32000

1 1 1

L5 32000-4000

1 1 1

L6 4000-0000

1 1 1

Feed LineLinear Appurtenances - Entered As Area

Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight

klfATCB-B01-005( 516) C No Inside Pole 133000 - 0000 6 No Ice

12 Ice1 Ice2 Ice4 Ice

00000000000000000000

00000000000000000000

FSJ4-50B(12) C No Inside Pole 133000 - 0000 2 No Ice12 Ice1 Ice2 Ice4 Ice

00000000000000000000

00000000000000000000

HB114-1-08U4-M5J(114)

C No Inside Pole 124000 - 0000 4 No Ice12 Ice1 Ice2 Ice4 Ice

00000000000000000000

00010001000100010001

LDF4-50A(12) C No Inside Pole 114000 - 0000 1 No Ice12 Ice1 Ice2 Ice4 Ice

00000000000000000000

00000000000000000000



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight

klfLDF7-50A(1-58) C No CaAa (Out Of

Face)114000 - 0000 2 No Ice


01980298039805980998

00010002000400110030

HB158-1-08U8-S8J18(1-58)

C No CaAa (Out OfFace)

114000 - 0000 1 No Ice12 Ice1 Ice2 Ice4 Ice

01980298039805980998

00010003000500110031

LCF158-50A(1-58) C No Inside Pole 105000 - 0000 12 No Ice12 Ice1 Ice2 Ice4 Ice

00000000000000000000

00010001000100010001

FB-L98B-002-75000(38)


00000000000000000000

00000000000000000000

WR-VG86ST-BRD(34)


00000000000000000000

00010001000100010001

561(1-58) C No CaAa (Out OfFace)


01630263036205620962

00010003000500100029

HJ7-50A(1-58) C No CaAa (Out OfFace)


00000000000000000000

00010003000500110030

LDF4-50A(12) C No CaAa (Out OfFace)


00000000000000000000

00000001000200070023

AVA7-50(1-58) C No Inside Pole 114000 - 0000 1 No Ice12 Ice1 Ice2 Ice4 Ice

00000000000000000000

00010001000100010001

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001

HJ7-50A(1-58) C No Inside Pole 94000 - 0000 6 No Ice12 Ice1 Ice2 Ice4 Ice

00000000000000000000

00010001000100010001

LDF7-50A(1-58) C No CaAa (Out OfFace)


00000000000000000000

00010002000400110030

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001

1 14 Flat

ReinforcementC No CaAa (Out Of

Face)35000 - 0000 1 No Ice

12 Ice1 Ice

020803190431

000100020004



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight

klf2 Ice4 Ice

06531097

00080020

Feed LineLinear Appurtenances Section Areas

TowerSectio

n

TowerElevation

ft

Face AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

000000000000

000000000000

000000000000

0000000018878

000000001030

L3 84750-44250 ABC

000000000000

000000000000

000000000000

0000000030638

000000001836

L4 44250-32000 ABC

000000000000

000000000000

000000000000

000000009892

000000000559

L5 32000-4000 ABC

000000000000

000000000000

000000000000

0000000027015

000000001299

L6 4000-0000 ABC

000000000000

000000000000

000000000000

000000003859

000000000186

Feed LineLinear Appurtenances Section Areas - With Ice

TowerSectio

n

TowerElevation

ft

Faceor

Leg

IceThickness

in

AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

1187 000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

1151 000000000000

000000000000

000000000000

0000000041211

000000003055

L3 84750-44250 ABC

1083 000000000000

000000000000

000000000000

0000000067937

000000005597

L4 44250-32000 ABC

1017 000000000000

000000000000

000000000000

0000000021231

000000001607

L5 32000-4000 ABC

1000 000000000000

000000000000

000000000000

0000000055638

000000003455

L6 4000-0000 ABC

1000 000000000000

000000000000

000000000000

000000007948

000000000494

Feed Line Center of Pressure

Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L1 145000-130000 00000 00000 00000 00000L2 130000-84750 -04915 02838 -08739 05046L3 84750-44250 -07953 04591 -13770 07950



Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L4 44250-32000 -08563 04944 -14667 08468L5 32000-4000 -10035 05794 -16591 09579L6 4000-0000 -10156 05864 -16954 09788

Discrete Tower Loads

Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

LLPX310R-V1 w Mount

PipeA From Leg 4000

00002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544

LLPX310R-V1 w MountPipe

B From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


C From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544

HORIZON COMPACT A From Leg 400000006000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122

HORIZON COMPACT B From Leg 400000006000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122

TIMING 2000 A From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

01260177023703830778

01260177023703830778

00010002000500140052

WIMAX DAP HEAD A From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201

WIMAX DAP HEAD B From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201

WIMAX DAP HEAD C From Leg 400000002000

0000 133000 No Ice12Ice

180419882180

077809181067

003300450058



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

25893512

13912143

00940201

Platform Mount [LP 712-1] C None 0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820

(2) 6 x 2 Mount Pipe A From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

(2) 6 x 2 Mount Pipe B From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

(2) 6 x 2 Mount Pipe C From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

APXVSPP18-C-A20 w

Mount PipeA From Leg 4000

00000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909

APXVSPP18-C-A20 wMount Pipe

B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909

APXVTM14-C-120 wMount Pipe

A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752

TD-RRH8x20-25 A From Leg 4000 0000 124000 No Ice 4720 1703 0070



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

00000000

12Ice

1 Ice2 Ice4 Ice

5014531659487314

1920214526223680

0097012802010397

TD-RRH8x20-25 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

TD-RRH8x20-25 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

IBC1900BB-1 A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

6 x 2 Mount Pipe A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

6 x 2 Mount Pipe B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

6 x 2 Mount Pipe C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820

800MHz 2X50W RRH

WFILTERA From Leg 4000

0000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


A From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347

800MHz 2X50W RRHWFILTER

B From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


B From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


C From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


C From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347

Pipe Mount [PM 601-3] C None 0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

439054806570875013110

439054806570875013110

01950237028003650534

BXA-800634CFx5 w


00000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573

BXA-800634CFx5 wMount Pipe

B From Leg 400000000000

0000 114000 No Ice12Ice

539958446299

361642174834

002800700118



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

72409261

61619183

02330573


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573

KS24019-L112A A From Leg 400000002000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

01560225030204840951

01560225030204840951

00050007000900180056

(2) FD9R60042C-3L A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063

DB-T1-6Z-8AB-0Z B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455

(2) FD9R60042C-3L B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063

(2) FD9R60042C-3L C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820

(3) SBNHH-1D65B wMount Pipe

A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939

RRH2x60-700 A From Leg 40000000

0000 114000 No Ice12

39574272

18162075

00600083



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


459652716722

236029574253

010901730354

RRH2x60-700 B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354

RRH2x60-700 C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354

RRH4X45-AWS4 B66 A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326

RRH4X45-AWS4 B66 B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326

RRH4X45-AWS4 B66 C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326

RRH2X60-PCS A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313

RRH2X60-PCS B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313

RRH2X60-PCS C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313

DB-T1-6Z-8AB-0Z A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455

(2) 777000 w Mount Pipe A From Leg 4000

00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

(2) 777000 w Mount Pipe B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761

(2) 777000 w Mount Pipe C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761

AM-X-CD-16-65-00T-RETw Mount Pipe

A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874

RRUS 11 B2 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

(2) RRUS-11 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice

32493491374142685426

13731551173821383042

00480068009201500310



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

4 Ice(4) LGP2140X A From Leg 4000

00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

DC6-48-60-18-8F A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14671667187823333378

14671667187823333378

00190037005701050239


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

ERICSSON AIR 21 B2A

B4P w Mount PipeA From Leg 4000

00001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807

ERICSSON AIR 21 B4AB2P w Mount Pipe

A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


B From Leg 400000001000

0000 94000 No Ice12Ice

682573477863

564264807257

011201690233



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

892611175

886412293

03830807


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806

KRY 112 1441 A From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 B From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 C From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

LNX-6515DS-A1M wMount Pipe

A From Leg 40000000

0000 94000 No Ice12

1168312404

984211366

00830173



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


131351460117875

129141526720139

027305061151


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151

RRUS 11 B12 A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

58532A C From Leg 400000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

02210290036705481014

02210290036705481014

00000003000600170060

Side Arm Mount [SO 701-1]

C From Leg 200000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

08501140143020103170

16702340301043507030

00650079009301210177

Dishes

Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight

KVHLP25-11 A Paraboloid

wShroud (HP)FromLeg

10000000

0000 133000 2917 No Ice12 Ice

66807070

00480080



Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight

K6000 1 Ice

2 Ice4 Ice

746082309780

012001900340

VHLP25-11 C ParaboloidwShroud (HP)

FromLeg

100000006000

0000 133000 2917 No Ice12 Ice1 Ice2 Ice4 Ice

66807070746082309780

00480080012001900340

Tower Pressures - No Ice

GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0025 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0023 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0020 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0017 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0016 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0016 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859

Tower Pressure - With Ice

GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0005 11867 34698 ABC

000000000000

346983469834698

34698 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0005 11512 125653 ABC

000000000000

125653125653125653

125653 100001000010000

000000000000

00000000

41211L3 84750-

4425064300 121 0004 10833 137739 A

BC

000000000000

137739137739137739

137739 100001000010000

000000000000

00000000

67937L4 44250-

3200038071 1042 0004 10173 45872 A

BC

000000000000

458724587245872

45872 100001000010000

000000000000

00000000

21231L5 32000-

400017740 1 0004 10000 113158 A

BC

000000000000

113158113158113158

113158 100001000010000

000000000000

00000000

55638L6 4000-0000 1995 1 0004 10000 17153 A 0000 17153 17153 10000 0000 0000



SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

BC

00000000

1715317153

1000010000

00000000

00007948

Tower Pressure - Service

GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0010 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0009 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0008 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0007 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0006 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0006 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859

Load Combinations

CombNo

Description

1 Dead Only2 Dead+Wind 0 deg - No Ice3 Dead+Wind 30 deg - No Ice4 Dead+Wind 60 deg - No Ice5 Dead+Wind 90 deg - No Ice6 Dead+Wind 120 deg - No Ice7 Dead+Wind 150 deg - No Ice8 Dead+Wind 180 deg - No Ice9 Dead+Wind 210 deg - No Ice10 Dead+Wind 240 deg - No Ice11 Dead+Wind 270 deg - No Ice12 Dead+Wind 300 deg - No Ice13 Dead+Wind 330 deg - No Ice14 Dead+Ice15 Dead+Wind 0 deg+Ice16 Dead+Wind 30 deg+Ice17 Dead+Wind 60 deg+Ice18 Dead+Wind 90 deg+Ice19 Dead+Wind 120 deg+Ice20 Dead+Wind 150 deg+Ice21 Dead+Wind 180 deg+Ice22 Dead+Wind 210 deg+Ice23 Dead+Wind 240 deg+Ice24 Dead+Wind 270 deg+Ice25 Dead+Wind 300 deg+Ice26 Dead+Wind 330 deg+Ice27 Dead+Wind 0 deg - Service



CombNo

Description

28 Dead+Wind 30 deg - Service29 Dead+Wind 60 deg - Service30 Dead+Wind 90 deg - Service31 Dead+Wind 120 deg - Service32 Dead+Wind 150 deg - Service33 Dead+Wind 180 deg - Service34 Dead+Wind 210 deg - Service35 Dead+Wind 240 deg - Service36 Dead+Wind 270 deg - Service37 Dead+Wind 300 deg - Service38 Dead+Wind 330 deg - Service

Maximum Member Forces

Section

No

Elevationft

ComponentType

Condition GovLoad

Comb

Force

K

Major AxisMoment

kip-ft

Minor AxisMoment

kip-ftL1 145 - 130 Pole Max Tension 2 0000 0001 -0000

Max Compression 14 -4726 0111 0244Max Mx 5 -2294 -20292 1275Max My 8 -2286 0946 -20838Max Vy 5 3646 -20292 1275Max Vx 8 3713 0946 -20838

Max Torque 5 0418L2 130 - 8475 Pole Max Tension 1 0000 0000 0000

Max Compression 14 -34939 2377 -0631Max Mx 5 -15913 -629417 5565Max My 8 -15890 4172 -634670Max Vy 5 26159 -629417 5565Max Vx 8 26298 4172 -634670

Max Torque 5 0933L3 8475 -

4425Pole Max Tension 1 0000 0000 0000






Max Torque 8 -0774L6 4 - 0 Pole Max Tension 1 0000 0000 0000


Max Torque 8 -0809

Maximum Reactions



Location Condition GovLoad

Comb

VerticalK

Horizontal XK

Horizontal ZK

Pole Max Vert 14 68650 -0000 0000Max Hx 11 38481 33386 0015Max Hz 2 38481 -0101 33546Max Mx 2 3313130 -0101 33546Max Mz 5 3301174 -33455 0067

Max Torsion 3 0702 -16721 29071Min Vert 2 38481 -0101 33546Min Hx 5 38481 -33455 0067Min Hz 8 38481 0035 -33600Min Mx 8 -3323983 0035 -33600Min Mz 11 -3297338 33386 0015

Min Torsion 8 -0809 0035 -33600

Tower Mast Reaction Summary

LoadCombination

Vertical

K

Shearx

K

Shearz

K

OverturningMoment Mx

kip-ft

OverturningMoment Mz

kip-ft

Torque

kip-ftDead Only 38481 0000 0000 1505 3003 0000Dead+Wind 0 deg - No Ice 38481 0101 -33546 -3313130 -13848 -0689Dead+Wind 30 deg - No Ice 38481 16721 -29071 -2873008 -1650104 -0702Dead+Wind 60 deg - No Ice 38481 28930 -16830 -1666091 -2853370 -0641Dead+Wind 90 deg - No Ice 38481 33455 -0067 -10430 -3301174 -0418Dead+Wind 120 deg - No Ice 38481 28961 16808 1661952 -2855542 0173Dead+Wind 150 deg - No Ice 38481 16670 29158 2886394 -1638676 0716Dead+Wind 180 deg - No Ice 38481 -0035 33600 3323983 10436 0809Dead+Wind 210 deg - No Ice 38481 -16684 29092 2879154 1650959 0696Dead+Wind 240 deg - No Ice 38481 -28851 16861 1673671 2848141 0517Dead+Wind 270 deg - No Ice 38481 -33386 -0015 1644 3297338 0369Dead+Wind 300 deg - No Ice 38481 -28933 -16792 -1656600 2857804 -0168Dead+Wind 330 deg - No Ice 38481 -16706 -29057 -2868706 1650141 -0661Dead+Ice 68650 0000 -0000 9104 17131 0000Dead+Wind 0 deg+Ice 68650 0024 -9806 -990125 12875 -0389Dead+Wind 30 deg+Ice 68650 4888 -8496 -857198 -481183 -0316Dead+Wind 60 deg+Ice 68650 8459 -4916 -493083 -844300 -0187Dead+Wind 90 deg+Ice 68650 9781 -0015 6100 -979185 -0011Dead+Wind 120 deg+Ice 68650 8468 4913 509638 -844947 0234Dead+Wind 150 deg+Ice 68650 4877 8520 878284 -478330 0416Dead+Wind 180 deg+Ice 68650 -0007 9820 1010431 19072 0421Dead+Wind 210 deg+Ice 68650 -4878 8502 876305 514245 0315Dead+Wind 240 deg+Ice 68650 -8439 4924 512563 875763 0155Dead+Wind 270 deg+Ice 68650 -9764 -0005 9100 1011009 -0003Dead+Wind 300 deg+Ice 68650 -8462 -4909 -490733 878374 -0234Dead+Wind 330 deg+Ice 68650 -4887 -8494 -856144 514169 -0402Dead+Wind 0 deg - Service 38481 0040 -13104 -1294609 -3534 -0269Dead+Wind 30 deg - Service 38481 6532 -11356 -1122494 -643356 -0275Dead+Wind 60 deg - Service 38481 11300 -6574 -650551 -1113860 -0253Dead+Wind 90 deg - Service 38481 13068 -0026 -3143 -1288918 -0167Dead+Wind 120 deg -Service

38481 11313 6565 650805 -1114706 0066

Dead+Wind 150 deg -Service

38481 6512 11390 1129609 -638885 0281


38481 -0014 13124 1300682 5968 0318


38481 -6517 11364 1126779 647461 0274


38481 -11270 6586 655391 1115580 0203


38481 -13041 -0006 1582 1291178 0145


38481 -11302 -6559 -646832 1119356 -0065


38481 -6526 -11350 -1120802 647133 -0258



Solution Summary

LoadComb

Sum of Applied Forces Sum of Reactions ErrorPX

KPYK

PZK

PXK

PYK

PZK

1 0000 -38481 0000 0000 38481 0000 00002 0101 -38481 -33547 -0101 38481 33546 00033 16721 -38481 -29071 -16721 38481 29071 00004 28930 -38481 -16830 -28930 38481 16830 00005 33455 -38481 -0067 -33455 38481 0067 00016 28961 -38481 16808 -28961 38481 -16808 00007 16670 -38481 29158 -16670 38481 -29158 00008 -0035 -38481 33600 0035 38481 -33600 00019 -16684 -38481 29092 16684 38481 -29092 000010 -28851 -38481 16861 28851 38481 -16861 000011 -33386 -38481 -0015 33386 38481 0015 000112 -28933 -38481 -16792 28933 38481 16792 000013 -16706 -38481 -29057 16706 38481 29057 000014 0000 -68650 0000 -0000 68650 0000 000015 0024 -68650 -9807 -0024 68650 9806 000116 4888 -68650 -8497 -4888 68650 8496 000117 8459 -68650 -4916 -8459 68650 4916 000118 9782 -68650 -0015 -9781 68650 0015 000119 8469 -68650 4913 -8468 68650 -4913 000120 4878 -68650 8520 -4877 68650 -8520 000121 -0007 -68650 9820 0007 68650 -9820 000122 -4879 -68650 8502 4878 68650 -8502 000123 -8440 -68650 4924 8439 68650 -4924 000124 -9764 -68650 -0005 9764 68650 0005 000125 -8462 -68650 -4909 8462 68650 4909 000126 -4887 -68650 -8495 4887 68650 8494 000127 0040 -38481 -13104 -0040 38481 13104 000228 6532 -38481 -11356 -6532 38481 11356 000029 11301 -38481 -6574 -11300 38481 6574 000030 13069 -38481 -0026 -13068 38481 0026 000231 11313 -38481 6566 -11313 38481 -6565 000032 6512 -38481 11390 -6512 38481 -11390 000033 -0014 -38481 13125 0014 38481 -13124 000234 -6517 -38481 11364 6517 38481 -11364 000035 -11270 -38481 6586 11270 38481 -6586 000036 -13041 -38481 -0006 13041 38481 0006 000237 -11302 -38481 -6559 11302 38481 6559 000038 -6526 -38481 -11350 6526 38481 11350 0000

Non-Linear Convergence Results

LoadCombination

Converged Numberof Cycles

DisplacementTolerance

ForceTolerance

1 Yes 4 000000001 0000000012 Yes 6 000005402 0000086793 Yes 9 000000001 0000133784 Yes 9 000000001 0000136865 Yes 7 000000001 0000075016 Yes 9 000000001 0000132817 Yes 9 000000001 0000133488 Yes 7 000000001 0000042869 Yes 9 000000001 00001363510 Yes 9 000000001 00001335711 Yes 7 000000001 00000510112 Yes 9 000000001 00001343913 Yes 9 000000001 00001338314 Yes 4 000000001 00000099215 Yes 7 000000001 00000183516 Yes 7 000000001 00000984517 Yes 7 000000001 000010634



18 Yes 7 000000001 00000181819 Yes 7 000000001 00001039920 Yes 7 000000001 00001014521 Yes 7 000000001 00000205822 Yes 7 000000001 00001166623 Yes 7 000000001 00001092924 Yes 7 000000001 00000179925 Yes 7 000000001 00001085226 Yes 7 000000001 00001108227 Yes 6 000000001 00000378328 Yes 7 000000001 00001411629 Yes 7 000000001 00001492330 Yes 6 000000001 00000592831 Yes 7 000000001 00001404032 Yes 7 000000001 00001419133 Yes 6 000000001 00000441734 Yes 7 000000001 00001486235 Yes 7 000000001 00001414136 Yes 6 000000001 00000519937 Yes 7 000000001 00001455838 Yes 7 000000001 000014407

Maximum Tower Deflections - Service Wind

SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 36188 33 1930 0002L2 130 - 8475 30128 33 1924 0002L3 8925 - 4425 14667 33 1581 0001L4 495 - 32 4300 33 0831 0000L5 32 - 4 1749 33 0525 0000L6 4 - 0 0026 33 0063 0000

Critical Deflections and Radius of Curvature - Service Wind

Elevation

ft

Appurtenance GovLoad

Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature

ft139000 VHLP25-11 33 33762 1932 0002 265963133000 LLPX310R-V1 w Mount Pipe 33 31339 1929 0002 127618124000 APXVSPP18-C-A20 w Mount

Pipe33 27712 1908 0002 20529

122000 800MHz 2X50W RRH WFILTER 33 26910 1900 0002 16177114000 BXA-800634CFx5 w Mount

Pipe33 23740 1855 0002 8754

105000 (2) 777000 w Mount Pipe 33 20281 1780 0001 577194000 ERICSSON AIR 21 B2A B4P w

Mount Pipe33 16287 1650 0001 4070

77000 58532A 33 10839 1370 0001 3306

Maximum Tower Deflections - Design Wind

SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 92369 8 4931 0006L2 130 - 8475 76907 8 4915 0005L3 8925 - 4425 37454 8 4039 0002L4 495 - 32 10986 8 2122 0001



SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL5 32 - 4 4469 8 1341 0000L6 4 - 0 0067 8 0161 0000

Critical Deflections and Radius of Curvature - Design Wind

Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe8 70742 4872 0005 8170


Pipe8 60608 4737 0004 3471


Mount Pipe8 41589 4215 0002 1609

77000 58532A 8 27682 3499 0001 1303

Compression Checks

Pole Design Data

SectionNo

Elevation

ft

Size L

ft

Lu

ft

Klr Fa

ksi

A

in2

ActualPK

AllowPa

K

RatioP

Pa

L1 145 - 130 (1) TP2677x24x01875 15000 0000 00 39000 158199 -2286 616977 0004L2 130 - 8475 (2) TP3527x2677x025 45250 0000 00 39000 271176 -15890 1057590 0015L3 8475 - 4425

(3)TP4226x339247x03125 45000 0000 00 39000 406421 -23797 1585040 0015

L4 4425 - 32 (4) TP439035x406625x0375 17500 0000 00 39000 518098 -28678 2020580 0014L5 32 - 4 (5) TP490892x439035x0470

328000 0000 00 36324 725811 -37150 2636440 0014

L6 4 - 0 (6) TP4983x490892x04892 4000 0000 00 37020 766156 -38469 2836310 0014

Pole Bending Design Data

SectionNo

Elevation

ft

Size ActualMx

kip-ft

Actualfbx

ksi

AllowFbx

ksi

Ratiofbx

Fbx

ActualMy

kip-ft

Actualfby

ksi

AllowFby

ksi

Ratiofby

Fby

L1 145 - 130 (1) TP2677x24x01875 21118 2440 39000 0063 0000 0000 39000 0000L2 130 - 8475

(2)TP3527x2677x025 63468

333287 39000 0854 0000 0000 39000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 1752308

51159 39000 1312 0000 0000 39000 0000

L4 4425 - 32 (4) TP439035x406625x0375

2286858

49350 39000 1265 0000 0000 39000 0000

L5 32 - 4 (5) TP490892x439035x04703

3190117

44042 36324 1212 0000 0000 36324 0000

L6 4 - 0 (6) TP4983x490892x04892 3324000

42848 37020 1157 0000 0000 37020 0000



Pole Shear Design Data

SectionNo

Elevation

ft

Size ActualVK

Actualfv

ksi

AllowFv

ksi

RatiofvFv

ActualT

kip-ft

Actualfvt

ksi

AllowFvt

ksi

Ratiofvt

Fvt

L1 145 - 130 (1) TP2677x24x01875 3732 0236 26000 0018 0218 0012 26000 0000L2 130 - 8475

(2)TP3527x2677x025 26298 0970 26000 0075 0031 0001 26000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 29808 0733 26000 0056 0437 0006 26000 0000

L4 4425 - 32 (4) TP439035x406625x0375

31190 0602 26000 0046 0549 0006 26000 0000

L5 32 - 4 (5) TP490892x439035x04703

33320 0459 24216 0038 0774 0005 24216 0000

L6 4 - 0 (6) TP4983x490892x04892 33613 0439 24680 0036 0809 0005 24680 0000

Pole Interaction Design Data

SectionNo

Elevation

ft

RatioP

Pa

Ratiofbx

Fbx

Ratiofby

Fby

RatiofvFv

Ratiofvt

Fvt

CombStressRatio

AllowStressRatio

Criteria

L1 145 - 130 (1) 0004 0063 0000 0018 0000 0066 1333H1-3+VT

L2 130 - 8475(2)

0015 0854 0000 0075 0000 0870 1333H1-3+VT

L3 8475 - 4425(3)

0015 1312 0000 0056 0000 1328 1333H1-3+VT

L4 4425 - 32 (4) 0014 1265 0000 0046 0000 1280 1333H1-3+VT

L5 32 - 4 (5) 0014 1212 0000 0038 0000 1227 1333H1-3+VT

L6 4 - 0 (6) 0014 1157 0000 0036 0000 1171 1333H1-3+VT

Section Capacity Table

SectionNo

Elevationft

ComponentType

Size CriticalElement

PK

SFPallow

K

CapacityPassFail

L1 145 - 130 Pole TP2677x24x01875 1 -2286 822430 50 PassL2 130 - 8475 Pole TP3527x2677x025 2 -15890 1409767 653 PassL3 8475 - 4425 Pole TP4226x339247x03125 3 -23797 2112858 996 PassL4 4425 - 32 Pole TP439035x406625x0375 4 -28678 2693433 960 PassL5 32 - 4 Pole TP490892x439035x04703 5 -37150 3514374 920 PassL6 4 - 0 Pole TP4983x490892x04892 6 -38469 3780801 879 Pass

SummaryPole (L3) 996 Pass

RATING = 996 Pass



APPENDIX B

BASE LEVEL DRAWING



APPENDIX C

ADDITIONAL CALCULATIONS

Paul J Ford and Company250 E Broad Street Suite 600

Columbus OH 43215Phone 6142216679FAX 6144484105

Job145-Ft Monopole Newington Newington CT

Project PJF 37515-0757 BU 881364Client Crown Castle Drawn by Jared Smith Appd

Code TIAEIA-222-F Date 102015 Scale NTSPath

GTOWER375_Crown_Castle201537515-0757_881364_NEWINGTON37515-07570067700_SDD_112858437515-07570067700_Reinforcederi

Dwg No E-1

1450 ft

1300 ft

848 ft

443 ft

320 ft

40 ft

00 ft

REACTIONS - 80 mph WINDTORQUE 1 kip-ft

34 KSHEAR

3324 kip-ftMOMENT

38 KAXIAL

38 mph WIND - 10000 in ICETORQUE 0 kip-ft

10 KSHEAR

1016 kip-ftMOMENT

69 KAXIAL

Se

ctio

n1

23

45

6

Le

ng

th(f

t)1

50

00

45

25

04

50

00

17

50

02

80

00

40

00

Nu

mb

er

ofS

ide

s1

81

81

81

81

81

8

Th

ickn

ess

(in

)0

18

75

02

50

00

31

25

03

75

00

47

03

04

89

2

So

cke

tL

en

gth

(ft)

45

00

52

50

To

pD

ia(i

n)

24

00

00

26

77

00

33

92

47

40

66

25

43

90

35

49

08

92

Bo

tD

ia(i

n)

26

77

00

35

27

00

42

26

00

43

90

35

49

08

92

49

83

00

Gra

de

A6

07

-65

Re

inf6

05

4ks

iR

ein

f6

17

0ks

i

We

igh

t(K

)0

83

85

73

06

51

02

08

LLPX310R-V1 w Mount Pipe 133LLPX310R-V1 w Mount Pipe 133LLPX310R-V1 w Mount Pipe 133HORIZON COMPACT 133HORIZON COMPACT 133TIMING 2000 133WIMAX DAP HEAD 133WIMAX DAP HEAD 133WIMAX DAP HEAD 133Platform Mount [LP 712-1] 133(2) 6 x 2 Mount Pipe 133(2) 6 x 2 Mount Pipe 133(2) 6 x 2 Mount Pipe 133VHLP25-11 133VHLP25-11 133APXVSPP18-C-A20 w Mount Pipe 124APXVTM14-C-120 w Mount Pipe 124APXVTM14-C-120 w Mount Pipe 124APXVTM14-C-120 w Mount Pipe 124TD-RRH8x20-25 124TD-RRH8x20-25 124TD-RRH8x20-25 124IBC1900BB-1 124IBC1900BB-1 124IBC1900BB-1 124IBC1900HG-2A 124IBC1900HG-2A 124IBC1900HG-2A 1246 x 2 Mount Pipe 1246 x 2 Mount Pipe 1246 x 2 Mount Pipe 124Platform Mount [LP 712-1] 124APXVSPP18-C-A20 w Mount Pipe 124APXVSPP18-C-A20 w Mount Pipe 124800MHz 2X50W RRH WFILTER 122PCS 1900MHz 4x45W-65MHz 122800MHz 2X50W RRH WFILTER 122PCS 1900MHz 4x45W-65MHz 122Pipe Mount [PM 601-3] 122800MHz 2X50W RRH WFILTER 122PCS 1900MHz 4x45W-65MHz 122BXA-800634CFx5 w Mount Pipe 114KS24019-L112A 114(2) FD9R60042C-3L 114DB-T1-6Z-8AB-0Z 114(2) FD9R60042C-3L 114(2) FD9R60042C-3L 114Platform Mount [LP 712-1] 114(3) SBNHH-1D65B w Mount Pipe 114(3) SBNHH-1D65B w Mount Pipe 114(3) SBNHH-1D65B w Mount Pipe 114RRH2x60-700 114RRH2x60-700 114RRH2x60-700 114RRH4X45-AWS4 B66 114RRH4X45-AWS4 B66 114RRH4X45-AWS4 B66 114RRH2X60-PCS 114RRH2X60-PCS 114RRH2X60-PCS 114DB-T1-6Z-8AB-0Z 114BXA-800634CFx5 w Mount Pipe 114BXA-800634CFx5 w Mount Pipe 114(2) 777000 w Mount Pipe 105AM-X-CD-16-65-00T-RET w MountPipe

105AM-X-CD-16-65-00T-RET w MountPipe


105RRUS 11 B2 105RRUS 11 B2 105RRUS 11 B2 105(2) RRUS-11 105(2) RRUS-11 105(2) RRUS-11 105(4) LGP2140X 105(4) LGP2140X 105(4) LGP2140X 105DC6-48-60-18-8F 105Platform Mount [LP 712-1] 1056 x 2 Mount Pipe 1056 x 2 Mount Pipe 1056 x 2 Mount Pipe 105(2) 777000 w Mount Pipe 105(2) 777000 w Mount Pipe 105ERICSSON AIR 21 B2A B4P w MountPipe

94ERICSSON AIR 21 B4A B2P w MountPipe



94KRY 112 1441 94KRY 112 1441 94KRY 112 1441 94Platform Mount [LP 712-1] 946 x 2 Mount Pipe 946 x 2 Mount Pipe 946 x 2 Mount Pipe 94LNX-6515DS-A1M w Mount Pipe 94LNX-6515DS-A1M w Mount Pipe 94LNX-6515DS-A1M w Mount Pipe 94RRUS 11 B12 94RRUS 11 B12 94RRUS 11 B12 94ERICSSON AIR 21 B2A B4P w MountPipe


9458532A 77Side Arm Mount [SO 701-1] 77DESIGNED APPURTENANCE LOADING

TYPE TYPEELEVATION ELEVATIONLLPX310R-V1 w Mount Pipe 133

LLPX310R-V1 w Mount Pipe 133


HORIZON COMPACT 133

HORIZON COMPACT 133

TIMING 2000 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133

Platform Mount [LP 712-1] 133

(2) 6 x 2 Mount Pipe 133



VHLP25-11 133

VHLP25-11 133

APXVSPP18-C-A20 w Mount Pipe 124

APXVTM14-C-120 w Mount Pipe 124



TD-RRH8x20-25 124

TD-RRH8x20-25 124

TD-RRH8x20-25 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900HG-2A 124

IBC1900HG-2A 124

IBC1900HG-2A 124

6 x 2 Mount Pipe 124






800MHz 2X50W RRH WFILTER 122

PCS 1900MHz 4x45W-65MHz 122



Pipe Mount [PM 601-3] 122



BXA-800634CFx5 w Mount Pipe 114

KS24019-L112A 114

(2) FD9R60042C-3L 114

DB-T1-6Z-8AB-0Z 114

(2) FD9R60042C-3L 114

(2) FD9R60042C-3L 114


(3) SBNHH-1D65B w Mount Pipe 114



RRH2x60-700 114

RRH2x60-700 114

RRH2x60-700 114

RRH4X45-AWS4 B66 114



RRH2X60-PCS 114

RRH2X60-PCS 114

RRH2X60-PCS 114

DB-T1-6Z-8AB-0Z 114



(2) 777000 w Mount Pipe 105

AM-X-CD-16-65-00T-RET w MountPipe

105


105


105

RRUS 11 B2 105

RRUS 11 B2 105

RRUS 11 B2 105

(2) RRUS-11 105

(2) RRUS-11 105

(2) RRUS-11 105

(4) LGP2140X 105

(4) LGP2140X 105

(4) LGP2140X 105

DC6-48-60-18-8F 105





(2) 777000 w Mount Pipe 105

(2) 777000 w Mount Pipe 105

ERICSSON AIR 21 B2A B4P w MountPipe

94


94


94


94

KRY 112 1441 94

KRY 112 1441 94

KRY 112 1441 94


6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94

LNX-6515DS-A1M w Mount Pipe 94



RRUS 11 B12 94

RRUS 11 B12 94

RRUS 11 B12 94


94


94

58532A 77

Side Arm Mount [SO 701-1] 77

TOWER DESIGN NOTES1 Tower is located in Hartford County Connecticut2 Tower designed for a 80 mph basic wind in accordance with the TIAEIA-222-F Standard3 Tower is also designed for a 38 mph basic wind with 100 in ice Ice is considered to

increase in thickness with height4 Deflections are based upon a 50 mph wind5 TOWER RATING 996

Assumptions 1) Rod groups at corners Total rods divisible by 4 Maximum total of rods = 48 (12 per Corner)

2) Rod Spacing = Straight Center-to-Center distance between any (2) adjacent rods (same corner)

Site Data

BU F

Site Name 3324 ft-kips

App 38 kips

34 kips

Qty 16

Diam 225 in Anchor Rod Results

Rod Material A615-J TIA F --gt Maximum Rod Tension 1726 Kips

Yield Fy 75 ksi Allowable Tension 1950 Kips

Strength Fu 100 ksi Anchor Rod Stress Ratio 885 Pass

Bolt Circle 57 in

Anchor Spacing 6 in

Base Plate Results Flexural Check PL Ref Data

W=Side 56 in Base Plate Stress 441 ksi Yield Line (in)

Thick 3 in Allowable PL Bending Stress 500 ksi 2937

Grade 50 ksi Base Plate Stress Ratio 881 Pass Max PL Length

Clip Distance 16 in 2937

NA - UnstiffenedStiffener Results

Configuration Unstiffened Horizontal Weld NA

Weld Type Vertical Weld NA

Groove Depth in Plate Flex+Shear fbFb+(fvFv)^2 NA

Groove Angle degrees Plate Tension+Shear ftFt+(fvFv)^2 NAFillet H Weld lt-- Disregard Plate Comp (AISC Bracket) NAFillet V Weld in Pole Results

Width in Pole Punching Shear Check NA

Height in

Thick in

Notch in

Grade ksi

Weld str ksi

Pole Data

Diam 4983 in

Thick 0375 in

Grade 65 ksi

of Sides 18 0 IF Round

ASD ASIF 1333 Note for complete joint penetration groove welds the groove depth must be exactly 12 the stiffener thickness for calculation purposes

Stress Increase Factor

Plate Data

Stiffener Data (Welding at both sides)

Anchor Rod Data Unfactored Shear V

Square Stiffened Unstiffened Base Plate Any Rod Material - Rev F G

881364

NewingtonUnfactored Axial P

3) Clear space between bottom of leveling nut and top of concrete not exceeding (1)(Rod Diameter)

Unfactored Moment M

TIA Revision

Base Reactions

CCIplate 15 - Square Base F-G 12 Effective March 19 2012 Analysis date 10202015

Site Data

BU Moment 21118 ft-kipsSite Name Axial 2286 kips

App Shear 3732 kipsElevation 130 feet

Pole Manufacturer OtherIf No stiffeners Criteria AISC ASD lt-Only Applcable to Unstiffened Cases

Flange Bolt Results Rigid

Qty 18 Bolt Tension Capacity B 2591 kips Service ASD

Diameter (in) 075 Bolt Fu 120 Max Bolt directly applied T 175 Kips FtyASIF

Bolt Material A325 Bolt Fy 92 Min PL tc for B cap wo Pry 1071 inNA 75 lt-- Disregard Bolt Fty Min PL treq for actual T w Pry 0206 inNA 55 lt-- Disregard 4400 Min PL t1 for actual T wo Pry 0278 in

Circle (in) 30 T allowable wo Prying 2591 kips αlt0 casePrying Force Q 000 kips

Total Bolt Tension=T+Q 175 kips

Diam 34 in Non-Prying Bolt Stress Ratio TB 68 PassThick t 15 in

Grade (Fy) 36 ksi Exterior Flange Plate Results Flexural Check RigidStrength Fu 58 ksi Compression Side Plate Stress 12 ksi Service ASD

Single-Rod B-eff 472 in Allowable Plate Stress 360 ksi 075FyASIF

Compression Plate Stress Ratio 32 Pass Comp YL Length

No Prying 1354

Config 0 Tension Side Stress Ratio (treqt)^2 19 PassWeld Type

Groove Depth in naGroove Angle degrees Stiffener ResultsFillet H Weld lt-- Disregard Horizontal Weld naFillet V Weld in Vertical Weld na

Width in Plate Flex+Shear fbFb+(fvFv)^2 naHeight in Plate Tension+Shear ftFt+(fvFv)^2 naThick in Plate Comp (AISC Bracket) naNotch in Pole ResultsGrade ksi Pole Punching Shear Check na

Weld str ksi

Diam 2677 inThick 01875 in

Grade 65 ksi of Sides 18 0 IF Round

Fu 80 ksiReinf Fillet Weld 0 0 if None

ASIF 1333

0 = none 1 = every bolt 2 = every 2 bolts 3 = 2 per bolt

Note for complete joint penetration groove welds the groove depth must be exactly 12 the stiffener thickness for calculation purposes

Stiffened or Unstiffened Exterior Flange Plate - Any Bolt Material TIA Rev F

881364

Newington


Pole Data

Bolt Data

Plate Data

Stiffener Data (Welding at Both Sides)

Reactions

CCIplate 15 - Ext Flange F 13 Effective March 192012 Analysis Date 10202015

Job Number 37515-07570067805 Page 1

Site Number BU 881364 By JWS

Site Name Newington Date 10202015

Unfactored Base Reactions from RISA Safety Factors Load Factors Φ FactorsComp (+) Tension (-) Tower Type = Monopole DP

Moment M = 33240 k-ft ACI Code = ACI 318-02

Shear V = 340 kips Seismic Design Category = D

Axial Load P = 380 kips Reference Standard = TIAEIA-222-F

Axial Load P = 380 00 kips Use 13 Load Factor Yes

OTM = 33410 00 k-ft Ground Load Factor = 130Axial Load Pu1 will be used for Soil Compression Analysis

Axial Load Pu2 will be used for Steel Analysis

Drilled Pier Parameters Safety Factor Φ Factor

Diameter = 7 ft Soil Lateral Resistance = 200 075

Height Above Grade = 05 ft Skin Friction = 200 075

Depth Below Grade = 25 ft End Bearing = 200 075

fc = 3 ksi Concrete Wt Resist Uplift = 125

εc = 0003 inin

Load Combinations Checked per TIAEIA-222-FMat Ftdn Cap Width = ft 1 Ult Skin Friction200 + Ult End Bearing200

Mat Ftdn Cap Length = ft + Effective Soil Wt - Buoyant Conc Wt ge Comp

Depth Below Grade = ft 2 Ult Skin Friction200 + Buoyant Conc Wt125 ge Uplift

3 Ult Skin Friction150 + Buoyant Conc Wt150 ge Uplift

Steel Parameters Soil ParametersNumber of Bars = 28 Water Table Depth = 1000 ft

Rebar Size = 11 Depth to Ignore Soil = 350 ft

Rebar Fy = 60 ksi Depth to Full Cohesion = 0 ftRebar MOE = 29000 ksi Full Cohesion Starts at Ground

Tie Size = 5 Above Full Cohesion Lateral Resistance = 4(Cohesion)(Dia)(H)

Side Clear Cover to Ties = 4 in Below Full Cohesion Lateral Resistance = 8(Cohesion)(Dia)(H)

Direct Embed Pole Shaft Parameters Maximum Capacity RatiosDia Grade = in Maximum Soil Ratio = 1000

Dia Depth Below Grade = in Maximum Steel Ratio = 1000

Number of Sides =

Thickness = in

Fy = ksi

Backfill Condition =

Define Soil LayersNote Cohesion = Undrained Shear Strengh = Unconfined Compressive Strength 2

Friction Ultimate Comp Ult Tension Ult

Thickness Unit Weight Cohesion Angle End Bearing Skin Friction Skin Friction Depth

Layer ft pcf psf degrees Soil Type psf psf psf ft

1 12 125 34 Sand 12

2 16 125 30 Sand 12000 28

3

4

5

6

7

8

9

10

11

12

Soil Results OverturningDepth to COR = 1692 ft from Grade Shear V = 3400 kips

Bending Moment M = 391615 k-ft from COR Resisting Shear Va = 4499 kips

Resisting Moment Ma = 518167 k-ft from COR

Soil Results Uplift Soil Results CompressionUplift T = 000 kips Compression C = 3800 kips

Allowable Uplift Cap Ta = 8895 kips Allowable Comp Cap Ca = 20397 kips

Steel Results (ACI 318-02)Minimum Steel Area = 1847 sq in Axial Load P = 7119 kips 525 ft Below Grade

Actual Steel Area = 4368 sq in Moment M = 349756 k-ft 525 ft Below Grade

Allowable Moment Ma = 519084 k-ft

Allowable Min Axial Pa = -181440 kips Where Ma = 0 k-ft

Allowable Max Axial Pa = 665637 kips Where Ma = 0 k-ftMOMENT RATIO = 674 OK

DRILLED PIER SOIL AND STEEL ANALYSIS - TIAEIA-222-F

SHEAR RATIO = 756 OKMOMENT RATIO = 756 OK

OKUPLIFT RATIO = 00 OK COMPRESSION RATIO = 186

v40 - Effective 10-18-13 (c) Copyright 2013 by Paul J Ford and Company all rights reserved

Site Data

BU FSite Name 349756 ft-kips ( Note)

App 7119 kipsComp

For M (WL) 13 lt---- Enter Factor

For P (DL) 13 lt---- Enter Factor Load Factor

130 Mu 4546828 ft-kips130 Pu 92547 kips

Concrete70 ft

55418 in23000 psi60 ksi

Reinforcement 29000 ksi400 in 000207

Horiz Tie Bar Size= 5 0003611 ft7334 in 2002

11141 in D

156 in2Seismic Risk = High

28

As Total= 4368 in2Solve lt-- Press Upon Completing All Input

A s Aconc Rho 00079 079 (Run)

ACI 105 ACI 21104 and IBC 1810 ResultsMin As for Flexural Tension Controlled Shafts Governing Orientation Case 2

(3)(Sqrt(fc)Fy 00027200 Fy 00033

Dist From Edge to Neutral Axis 1615 inExtreme Steel Strain єt 00116

Minimum Rho CheckActual Reqd Min Rho 033 Flexural Reduction Factorφ 0900

Provided Rho 079 OK

Ref Shaft Max Axial Capacities φ Max(Pn or Tn)

Output Note Negative Pu=Tension

865328 kips For Axial Compression φ Pn = Pu 9255 kips521379 ft-kips Drilled Shaft Moment Capacity φMn 674808 ft-kips

Drilled Shaft Superimposed Mu 454683 ft-kips235872 kips

000 ft-kips 674

Case 1 Case 2

Limiting compressive strain =

Vertical Bar Size = Seismic PropertiesBar Diameter =

Material Properties

Number of Bars =

Vert Cage Diameter =

Max Tu (φ=09) Tn =at Mu=φ=(090)Mn=

at Mu=(φ=065)Mn=

Max Pu = (φ=065) Pn Pn per ACI 318 (10-2)

(MuφMn Drilled Shaft Flexure CSR

єt gt 00050 Tension Controlled

Seismic Design Category =


Enter Load Factors Below

Shaft Factored Loads

Bar Area =

Pier Properties

Pier Diameter =

Concrete Comp strength fc =

Reinforcement yield strength Fy =

Concrete Area =

Moment Capacity of Drilled Concrete Shaft (Caisson) for TIA Rev F or G

TIA RevisionMax Service Shaft M

Max Service Shaft P

Maximum Shaft Superimposed Forces

Max Axial Force Type

ACI 318 CodeSelect Analysis ACI Code=

Note Shaft assumed to have ties not spiral transverse reinforcing

Reinforcing Modulus of Elasticity E =

Reinforcement yield strain =

BU 881364Newington

() Note Max Shaft Superimposed Moment does not necessarily

equal to the shaft top reaction moment

Clear Cover to Tie=

Mu Mu

EQ EQ

Drilled_Shaft_Moment_Capacity DSMC Version 11 - Effective 0401 2010 Analysis Date 10202015

T-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG

copy Copyright 2015 by Paul J Ford and Company

All Rights Reserved This document and

the data contained herein is proprietary

to Paul J Ford and Company issued in

strict confidence and shall not without the

prior written permission of Paul J Ford

and Company be reproduced copied or

used for any purpose other than the

intended use for this specific project

MO

DIF

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N E

XIS

TIN

G 1

45

MO

NO

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BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

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H 43

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TITLE SHEET

SHEET INDEX

SHEET NUMBER DESCRIPTION

T-1 TITLE SHEET

S-1 GENERAL NOTES

S-2A FORGBOLTtrade DETAILS

S-2B NEXGEN2trade BOLT DETAIL

S-3 MONOPOLE PROFILE

S-4 BASE PLATE DETAILS

S-5 MI CHECKLIST

PROJECT CONTACTS

STRUCTURE OWNER

CROWN CASTLE

MOD PM DAN VADNEY AT DANVADNEYCROWNCASTLECOM

PH (518) 373-3510

MOD CM JASON DAMICO AT

JASONDAMICOVENDORCROWNCASTLECOM

PH (860) 209-0104

ENGINEER OF RECORD

PJFMODPJFWEBCOM

THIS PROJECT INCLUDES THE FOLLOWING ITEMS

SHAFT REINFORCING

REMOVE AND REPLACE STEP BOLTS

FIELD WELDED STIFFENERS

HIGH STRENGTH GROUT

REMOVE EXISTING MOUNT AND EQUIPMENT

MODIFICATION OF AN EXISTING 145 MONOPOLE

BU 881364 NEWINGTON

123 COSTELO ROAD

NEWINGTON CONNECTICUT 06111

HARTFORD COUNTY

LAT 41deg 39 1872 LONG -72deg 43 1719

APP 309450 REV 0 WO 1128584

WIND DESIGN DATA

REFERENCE STANDARD TIAEIA-222-F

LOCAL CODE

2005 CT STATE BUILDING

CODE

BASIC WIND SPEED (FASTEST-MILE)

80 MPH

ICE THICKNESS 10 IN

ICE WIND SPEED 376 MPH

SERVICE WIND SPEED 50 MPH

ATTENTION ALL CONTRACTORS ANYTIME YOU ACCESS A CROWN SITE

FOR ANY REASON YOU ARE TO CALL THE CROWN NOC UPON ARRIVAL AND

DEPARTURE DAILY AT (800) 788-7011

THE ASSOCIATED FAILING SA WO NUMBER FOR THIS PROJECT IS 1119031

S-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

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F A

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XIS

TIN

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45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

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0

250

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GENERAL NOTES

MONOPOLE RETROFIT PROJECT MASTER NOTES DOCUMENT (REV 3 02052015)

1 GENERAL NOTES

11 THE MONOPOLE STRUCTURE IN ITS EXISTING CONDITION DOES NOT HAVE THE STRUCTURAL CAPACITY TO CARRY ALL OF THE PROPOSED AND EXISTING LOADS FROM THE

ATTACHED STRUCTURAL MODIFICATION REPORT AT THE REQUIRED MINIMUM WIND SPEEDS DO NOT INSTALL ANY NEW LOADS UNTIL THE MONOPOLE REINFORCING

SYSTEM IS COMPLETELY AND SUCCESSFULLY INSTALLED

12 THESE DRAWINGS WERE PREPARED FROM INFORMATION PROVIDED BY CROWN CASTLE THE INFORMATION PROVIDED HAS NOT BEEN FIELD VERIFIED BY THE ENGINEER

OF RECORD (EOR) FOR ACCURACY AND THEREFORE DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL SITE CONDITIONS SHOULD BE ANTICIPATED IT IS THE

CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT DRAWINGS

AND THEIR FIELD VERIFIED CONDITIONS AND DIMENSIONS BEFORE PROCEEDING WITH THE WORK THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY AND ALL

DISCREPANCIES TO THE EOR AND CROWN CASTLE BEFORE PROCEEDING WITH THE WORK

13 IF MATERIALS QUANTITIES STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES THE BETTER QUALITY

ANDOR GREATER QUANTITY STRENGTH OR SIZE INDICATED SPECIFIED OR NOTED SHALL BE PROVIDED

14 THIS STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE INSTALLATION OF THE REINFORCING REPAIR SYSTEM HAS BEEN SUCCESSFULLY

COMPLETED IT IS THE CONTRACTORrsquoS SOLE RESPONSIBILITY TO ENSURE THE SAFETY AND STABILITY OF THE MONOPOLE AND ITS COMPONENT PARTS DURING FIELD

MODIFICATIONS THIS INCLUDES BUT IS NOT LIMITED TO THE ADDITION OF WHATEVER TEMPORARY BRACING GUYS OR TIE DOWNS THAT MAY BE NECESSARY SUCH

MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT

15 ALL CONSTRUCTION MEANS AND METHODS INCLUDING BUT NOT LIMITED TO ERECTION PLANS RIGGING PLANS CLIMBING PLANS AND RESCUE PLANS SHALL BE THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN AND SHALL MEET ANSITIA-1019 (LATEST EDITION)

OSHA AND GENERAL INDUSTRY STANDARDS ALL RIGGING PLANS SHALL ADHERE TO ANSITIA-1019 (LATEST EDITION) INCLUDING THE REQUIRED INVOLVEMENT OF A

QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION

16 OBSERVATION VISITS TO THE SITE BY CROWN CASTLE ANDOR THE EOR SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION

PROCEDURES ANY SUPPORT SERVICES PERFORMED BY THE EOR DURING CONSTRUCTION ARE SOLELY FOR THE PURPOSE OF ACHIEVING GENERAL CONFORMANCE WITH

THE CONTRACT DOCUMENTS THEY DO NOT GUARANTEE THE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION

17 ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT

DOCUMENTS ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY CROWN CASTLE AND EOR PRIOR TO INSTALLATION THE

CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND EQUIPMENT BEING SUBSTITUTED

18 THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK

THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL STATE AND FEDERAL SAFETY CODES

AND REGULATIONS GOVERNING THIS WORK AS WELL AS CROWN CASTLE SAFETY GUIDELINES

19 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING AND NEW COAXIAL CABLES AND OTHER EQUIPMENT DURING CONSTRUCTION

110 ANY EXISTING ATTACHMENTS ANDOR PROJECTIONS ON THE POLE THAT MAY INTERFERE WITH THE INSTALLATION OF THE REINFORCING SYSTEM WILL HAVE TO BE

REMOVED AND RELOCATED REPLACED OR RE-INSTALLED AS REQUIRED AFTER THE REINFORCING IS SUCCESSFULLY COMPLETED THE CONTRACTOR SHALL IDENTIFY

AND COORDINATE THESE ITEMS PRIOR TO CONSTRUCTION WITH CROWN CASTLE TESTING AGENCY AND EOR

111 ANY AND ALL EXISTING PLATFORMS THAT ARE LOCATED IN AREAS OF THE POLE SHAFT WHERE SHAFT REINFORCING MUST BE APPLIED SHALL BE TEMPORARILY REMOVED

OR OTHERWISE SUPPORTED TO PERMIT NEW CONTINUOUS REINFORCEMENT TO BE ATTACHED AFTER THE CONTRACTOR HAS SUCCESSFULLY INSTALLED THE

MONOPOLE REINFORCEMENT SYSTEM THE CONTRACTOR SHALL RE-INSTALL THE PLATFORMS

112 THE CLIMBING FACILITIES SAFETY CLIMB AND ALL PARTS THEREOF SHALL NOT BE IMPEDED MODIFIED OR ALTERED WITHOUT THE EXPRESS APPROVAL OF THE EOR

113 ALL SOLUTIONS FOR THE REPLACEMENT RELOCATION OR MODIFICATION OF THE SAFETY CLIMB ANDOR ANY OF THE MONOPOLE CLIMBING FACILITIES SHALL BE

COORDINATED WITH TUF-TUG PRODUCTS CONTACT DETAILS

3434 ENCRETE LANE MORAINE OHIO 45439

PHONE 937-299-1213 EMAIL TUFTUGAOLCOM

2 STRUCTURAL STEEL

21 STRUCTURAL STEEL MATERIALS FABRICATION DETAILING AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING REFERENCE STANDARDS

211 BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

2111 ldquoSPECIFICATION FOR STRUCTURAL STEEL BUILDINGSrdquo

2112 SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM HIGH STRENGTH BOLTSrdquo AS APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS

2113 ldquoCODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGESrdquo

212 BY THE AMERICAN WELDING SOCIETY (AWS)

2121 ldquoSTRUCTURAL WELDING CODE ndash STEEL D11rdquo

2122 ldquoSTANDARD SYMBOLS FOR WELDING BRAZING AND NONDESTRUCTIVE EXAMINATIONrdquo

22 ALL STRUCTURAL BOLTS SHALL BE INSTALLED AND TIGHTENED TO THE PRETENSIONED CONDITION ACCORDING TO THE REQUIREMENTS OF THE AISC SPECIFICATION FOR

STRUCTURAL JOINTS USING ASTM HIGH STRENGTH BOLTS DEC 31 2009

23 ANY MATERIAL OR WORKMANSHIP WHICH IS OBSERVED TO BE DEFECTIVE OR INCONSISTENT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED MODIFIED OR

REPLACED AT THE CONTRACTORrsquoS EXPENSE

24 WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY AWS D11 ALL WELD ELECTRODES SHALL BE E80XX

UNLESS NOTED OTHERWISE ON THE DRAWINGS

25 ALL WELDED CONNECTIONS SHALL BE MADE BY WELDERS CERTIFIED BY AWS CONTRACTOR SHALL SUBMIT WELDERSrsquo CERTIFICATION AND QUALIFICATION

DOCUMENTATION TO CROWN CASTLErsquoS TESTING AGENCY FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION

26 STRUCTURAL STEEL PLATES SHALL CONFORM TO ASTM A572 GRADE 65(FY = 65 KSI MIN) UNLESS NOTED OTHERWISE ON THE DRAWINGS

27 SURFACES OF EXISTING STEEL SHALL BE PREPARED AS REQUIRED FOR FIELD WELDING PER AWS SEE SECTION I NOTES REGARDING TOUCH UP OF GALVANIZED

SURFACES DAMAGED DURING TRANSPORTATION OR ERECTION AND ASSEMBLY AS WELL AS FIELD WELDING

28 NO WELDING SHALL BE DONE TO THE EXISTING STRUCTURE WITHOUT THE PRIOR APPROVAL AND SUPERVISION OF THE TESTING AGENCY

29 FIELD CUTTING OF STEEL

291 IMPORTANT CUTTING AND WELDING SAFTEY GUIDELINES THE CONTRACTOR SHALL FOLLOW ALL CROWN CASTLE CUTTING WELDING FIRE PREVENTION AND SAFTEY

GUIDELINES PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT CROWN CASTLE GUIDELINES PER THE 12-01-2005 CROWN

CASTLE DIRECTIVE ldquoALL CUTTING AND WELDING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH CROWN CASTLE POLICY lsquoCUTTING AND WELDING SAFETY

PLANrsquo (DOC ENG-PLN-10015) ON AN ONGOING BASIS THROUGHOUT THE ENTIRE LIFE OF THE PROJECTrdquo ANY DAMAGE TO THE COAX CABLES ANDOR OTHER

EQUIPMENT ANDOR THE STRUCTURE RESULTING FROM THE CONTRACTORrsquoS ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORrsquoS EXPENSE THE

INSPECTIONTESTING AGENCY SHALL CLOSELY AND CONTINUOUSLY MONITOR THIS ACTIVITY

292 ALL REQUIRED CUTS SHALL BE CUT WITHIN THE DIMENSIONS SHOWN ON THE DRAWINGS NO CUTS SHALL EXTEND BEYOND THE OUTLINE OF THE DIMENSIONS SHOWN

ON THE DRAWINGS ALL CUT EDGES SHALL BE GROUND SMOOTH AND DE-BURRED CUT EDGES THAT ARE TO BE FIELD WELDED SHALL BE PREPARED FOR FIELD

WELDING PER AWS D11 AND AS SHOWN ON THE DRAWINGS CONTRACTOR TO AVOID 90 DEGREE CORNERS IT MAY BE NECESSARY TO DRILL STARTER HOLES AS

REQUIRED TO MAKE THE CUTS

3 BASE PLATE GROUT

31 NEW GROUT FOR THE POLE BASE SHALL BE NON-SHRINK NON-METALLIC GROUT (NS GROUT BY EUCLID OR APPROVED EQUAL) WITH A 7500 PSI MINIMUM COMPRESSIVE

STRENGTH CONTRACTOR SHALL SUBMIT PROPOSED GROUT SPECIFICATION INFORMATION TO CROWN CASTLE FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION

CONTRACTOR SHALL FOLLOW GROUT MANUFACTURERrsquoS SPECIFICATIONS FOR COLD WEATHER GROUTING PROCEDURES (IF NECESSARY) AND THE TESTING AGENCY

SHALL PREPARE GROUT SAMPLE SPECIMENS FOR COMPRESSIVE STRENGTH TESTING AND VERIFICATION

32 GROUT SHALL BE INSTALLED TIGHT UNDER THE BASE PLATE AND BEARING PLATE REGION WITH NO VOIDS REMAINING BETWEEN THE TOP OF THE EXISTING CONCRETE

AND THE UNDERSIDE OF THE EXISTING BASE PLATE AND BEARING PLATE

33 CAULK AROUND ANCHOR RODS WHEN GROUTING

4 FOUNDATION WORK - (NOT REQUIRED)

5 CAST-IN-PLACE CONCRETE - (NOT REQUIRED)

6 EPOXY GROUTED REINFORCING ANCHOR RODS - (NOT REQUIRED)

7 TOUCH UP OF GALVANIZING

71 THE CONTRACTOR SHALL TOUCH UP ANY AND ALL AREAS OF GALVANIZING ON THE EXISTING STRUCTURE OR NEW COMPONENTS THAT ARE DAMAGED OR ABRADED

DURING CONSTRUCTION GALVANIZED SURFACES DAMAGED DURING TRANSPORTATION OR ERECTION AND ASSEMBLY AS WELL AS ANY AND ALL ABRASIONS CUTS FIELD

DRILLING AND ALL FIELD WELDING SHALL BE TOUCHED UP WITH TWO (2) COATS OF ZRC COLD GALVANIZING COMPOUND FILM THICKNESS PER COAT SHALL BE WET 30

MILS DRY 15 MILS APPLY PER ZRC (MANUFACTURER) RECOMMENDED PROCEDURES CONTACT ZRC AT 1-800-831-3275 FOR PRODUCT INFORMATION

72 CONTRACTOR SHALL CLEAN AND PREPARE ALL FIELD WELDS ON GALVANIZED AND PRIME PAINTED SURFACES FOR TOUCH-UP COATING IN ACCORDANCE WITH AWS D11

CROWN CASTLErsquoS TESTING AGENCY SHALL VERIFY THE PREPARED SURFACE PRIOR TO APPLICATION OF THE TOUCH-UP COATING

73 CROWN CASTLErsquoS TESTING AGENCY SHALL TEST AND VERIFY THE COATING THICKNESS AFTER THE CONTRACTOR HAS APPLIED THE ZRC COLD GALVANIZING COMPOUND

AND IT HAS SUFFICIENTLY DRIED AREAS FOUND TO BE ADEQUATELY COATED SHALL BE RE-COATED BY THE CONTRACTOR AND RE-TESTED BY THE TESTING AGENCY

8 HOT-DIP GALVANIZING

81 HOT-DIP GALVANIZE ALL STRUCTURAL STEEL MEMBERS AND ALL STEEL ACCESSORIES BOLTS WASHERS ETC PER ASTM A123 OR PER ASTM A153 AS APPROPRIATE

82 PROPERLY PREPARE STEEL ITEMS FOR GALVANIZING DRILL OR PUNCH WEEP ANDOR DRAINAGE HOLES WITH EOR APPROVAL OF LOCATIONS

83 ALL GALVANIZING SHALL BE DONE AFTER FABRICATION IS COMPLETED AND PRIOR TO FIELD INSTALLATION

9 PERPETUAL INSPECTION AND MAINTENANCE BY THE OWNER

91 AFTER THE CONTRACTOR HAS SUCCESSFULLY COMPLETED THE INSTALLATION OF THE MONOPOLE REINFORCING SYSTEM AND THE WORK HAS BEEN ACCEPTED BY

CROWN CASTLE CROWN CASTLE WILL BE RESPONSIBLE FOR THE LONG TERM AND PERPETUAL INSPECTION AND MAINTENANCE OF THE POLE AND REINFORCING SYSTEM

92 ANY FIELD WELDED CONNECTIONS ARE SUBJECT TO CORROSION DAMAGE AND DETERIORATION IF THEY ARE NOT PROPERLY MAINTAINED AND COVERED WITH

CORROSION PREVENTIVE COATING SUCH AS THE ZRC GALVANIZING COMPOUND SPECIFIED PREVIOUSLY THE STRUCTURAL LOAD CARRYING CAPACITY OF THE

REINFORCED POLE SYSTEM IS DEPENDENT UPON THE INSTALLED SIZE AND QUALITY MAINTAINED SOUND CONDITION AND STRENGTH OF THESE FIELD WELDED

CONNECTIONS ANY CORROSION OF DAMAGE TO FATIGUE FRACTURE ANDOR DETERIORATION OF THESE WELDS ANDOR THE EXISTING GALVANIZED STEEL POLE

STRUCTURE AND THE WELDED COMPONENTS WILL RESULT IN THE LOSS OF STRUCTURAL LOAD CARRYING CAPACITY AND MAY LEAD TO FAILURE OF THE STRUCTURAL

SYSTEM THEREFORE IT IS IMPERATIVE THAT CROWN CASTLE REGULARLY INSPECTS MAINTAINS AND REPAIRS AS NECESSARY ALL OF THESE WELDS CONNECTIONS

AND COMPONENTS FOR THE LIFE OF THE STRUCTURE

93 CROWN CASTLE SHALL REFER TO TIAEIA-222-F-1996 SECTION 14 AND ANNEX E FOR RECOMMENDATIONS FOR MAINTENANCE AND INSPECTION THE FREQUENCY OF THE

INSPECTION AND MAINTENANCE INTERVALS IS TO BE DETERMINED BY CROWN CASTLE BASED UPON ACTUAL SITE AND ENVIRONMENTAL CONDITIONS THE EOR

RECOMMENDS THAT A COMPLETE AND THOROUGH INSPECTION OF THE ENTIRE REINFORCED MONOPOLE STRUCTURAL SYSTEM BE PERFORMED YEARLY ANDOR AS

FREQUENTLY AS CONDITIONS WARRANT ACCORDING TO TIAEIA-222-F-1996 SECTION 141 NOTE 1 ldquoIT IS RECOMMENDED THAT THE STRUCTURE BE INSPECTED AFTER

SEVERE WIND ANDOR ICE STORMS OR OTHER EXTREME LOADING CONDITIONSrdquo

S-2A

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

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N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

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N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

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C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

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FORGBolttrade

DETAILS

FORGBolttrade NOTE SHEET A325PC88 PORTRAIT VERSION DATE 04242015

EXTERIOR OF POLE SHAFTINTERIOR OF POLE SHAFT MINIMUM MAXIMUM GRIP LENGTH

(SEE CHART)

1

S-2A

PRE-INSTALLED FORGBolttrade ASSEMBLY DETAIL

2

S-2A

INSTALLED FORGBolttrade ASSEMBLY DETAIL

CONTAINS PROPRIETARY INFORMATION PATENT PENDING

copy Copyright 2013 to 2015 by PTP all rights reserved

DISTRIBUTOR CONTACT

PRECISION TOWER PRODUCTS

PHONE 888-926-4857

EMAIL infoprecisiontowerproductscom

WEB wwwprecisiontowerproductscom

AISC GROUP A MATERIAL ASTM A325 AND PC88

(Fu = 120 KSI MIN TENSILE STRESS)

KNURLED CONE

BOLT HEAD

SHEAR ZONE

SILICONE BAND

COLOR-CODED WRAP

(SEE CHART)

INTEGRAL SHEAR

SLEEVE

SILICONE BAND

BOLT THREADS

HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1

OVERALL LENGTH (SEE CHART)

HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1

BOLT THREADS

SHOP DRILL 30 MM NOMINAL

(1-316 MAX) DIAMETER HOLE

IN REINFORCING PLATES

SHEAR PLANE(S)

FIELD DRILL 30 MM DIAMETER

HOLE IN EXISTING SHAFT

SHEAR SLEEVE

FLARED END

NEW SHAFT

REINFORCING

NEW SHIM PLATE

(AS NECESSARY)

EXISTING

POLE SHAFT

INTEGRAL SHEAR

SLEEVE

BOLT SHEAR ZONE

FOLLOW ALL MANUFACTURER DISTRIBUTOR RECOMMENDATIONS FOR INSTALLATION TIGHTENING AND INSPECTION

INSTALLATION NOTES

1 FIELD DRILL HOLES TO 30 MM DIAMETER

2 SELECT CORRECT BOLT SIZE FOR INSTALLATION GRIP (REFER TO PLANS)

3 INSERT BOLT ASSEMBLY THROUGH HOLES IN SHAFT REINFORCING PLATES AND SEAT THE HARDENED WASHER W1

FLUSH AGAINST OUTSIDE OF PLATE

4 HAND TIGHTEN NUT TO FINGER TIGHT

5 TIGHTEN NUT TO PRETENSIONED CONDITION AND UNTIL DTI SHOWS PROPER INDICATION

6 PROPERLY DOCUMENT AND INSPECT BOLT TIGHTENING PER PLAN REQUIREMENTS

BOLT HOLE NOTES

1 ALL SHOP-DRILLED HOLES SHALL BE NOMINAL 30 MM DIAMETER THE MAXIMUM SHOP-DRILLED HOLE DIAMETER

PERMITTED IS 1-316

2 ALL FIELD-DRILLED HOLES SHALL BE NOMINAL 30 MM DIAMETER THE MAXIMUM FIELD-DRILLED HOLE DIAMETER

PERMITTED IS 30 MM

BOLT TIGHTENING AND INSPECTION NOTES

1 ALL STRUCTURAL BOLTS SHALL BE INSTALLED AND TIGHTENED TO THE PRETENSIONED CONDITION ACCORDING TO THE

REQUIREMENTS OF THE AISC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS DEC 31 2009

2 ALL STRUCTURAL BOLTS SHALL BE INSPECTED ACCORDING TO THE REQUIREMENTS OF THE AISC SPECIFICATION FOR

STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS DEC 31 2009

FORGBolttrade

AISC Group A Material ASTM A325 and PC88

(Tensile Stress Fu = 120 ksi minimum)

GROUP A

FORGBolttrade

Size

(mm)

Overall

Length

(inches)

Estimated

Weight

Each (lbs)

Grip

Range

(inch)

Comment

Color

Code

FORGBolttrade

A325 - P

C88

1

135 531 13 38 to 1 -- RED

2

160 630 16 34 to 1-12 -- GREEN

3

195 768 19 1-14 to 2-14 -- BLUE

4

260 1024 26 2 to 3-12

Splice Bolt

YELLOW

5

365 1437 36 3-12 to 5-12

Flange Jump Bolt

ORANGE

6

440 1732 43 5-12 to 8-12

Flange Jump Bolt

BLACK

DTI

Note

Each Group A (A325PC88) FORGBolttrade assembly shall have a

Squirter DTI that is compatible with a M20-PC88 bolt

S-2B

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

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EW

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GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

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NEXGEN2trade BOLT

DETAIL

DISTRIBUTOR CONTACT DETAILS

ALLFASTENERS

15401 COMMERCE PARK DR

BROOKPARK OHIO 44142

PHONE 440-232-6060

E-MAIL SALESALLFASTENERSCOM

NEXGEN2trade BOLT NOTE SHEET REV 101 04-15-2015

EXTERIOR OF POLE SHAFTINTERIOR OF POLE SHAFT

OUTERMOST

SHEAR

PLANE

1

S-2B

TYPICAL NEXGEN2trade BOLT DETAIL

1

POLE SHAFT

SHIM PLATE

(AS NECESSARY)

SHAFT REINFORCING

NOTE SHEAR SLEEVE LENGTH THE SHEAR SLEEVE SHALL PROJECT A

MINIMUM OF 38 BEYOND THE OUTERMOST SHEAR PLANE THE CONTRACTOR

SHALL SUBMIT FABRICATION DRAWINGS SHOWING NEXGEN2trade BOLT LENGTHS

AND SHEAR SLEEVE LENGTHS TO THE EOR FOR REVIEW AND APPROVAL

1

GRIP

NEXGEN2trade M20 BOLT HEAD

29mm OD

NEXGEN2trade SPLIT WASHER

SHEAR SLEEVE ASTM A519 GRADE 4140 (Fu = 120 KSI MIN)

SIZE 1143 OD x 0800 ID

NEXGEN2trade M20 BOLT ASTM A490M (Fy = 150 KSI MIN)

FIELD DETERMINE LENGTH REQUIRED

NEXGEN2trade NUT (PRE-LUBRICATED)

NEXGEN2trade WASHER

DOUBLE HEX SPLINED END OF NEXGEN2

trade BOLT FOR NEXGEN2

trade

INSTALLATION TOOL AFTER BOLT IS FULLY TENSIONED THE

BOLT END SHALL BE COATED WITH CROWN APPROVED

COLD-GALVANIZING COMPOUNDS

HIGH TENSILE STEEL

COIL SPRING

SHOP DRILLED HOLE IN SHAFT REINFORCING ELEMENT HOT-DIP GALVANIZED PER ASTM A123

FIELD COAT WITH COLD-GALVANIZING COMPOUND AFTER FIELD DRILLING

HOLE DIAMETER NOMINAL 30mm (1-316 MAXIMUM)

SHAFT REINFORCING ELEMENT

POLE SHAFT WALL

FIELD DRILLED HOLE IN SHAFT WALL

COAT WITH CROWN APPROVED


HOLE DIAMETER NOMINAL 30mm (1-316

MAXIMUM)

NOTE NEXGEN2trade BOLT ASSEMBLY SHALL

BE MAGNI 565 COATED PER ASTM F2833

AND MANUFACTURER SPECIFICATIONS

NOTE INSTALL NEXGEN2trade BOLT

ASSEMBLY PER MANUFACTURERS

INSTRUCTIONS


BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM


1 ALL NEXGEN2trade BOLT ASSEMBLIES SHALL BE INSTALLED AND TIGHTENED TO THE PRETENSIONED CONDITION

ACCORDING TO THE REQUIREMENTS OF SECTION 823 OF THE AISC SPECIFICATION FOR STRUCTURAL JOINTS USING

HIGH-STRENGTH BOLTS DEC 31 2009 PER SECTION 823 ALL FASTENER ASSEMBLIES SHALL BE INSTALLED IN

ACCORDANCE WITH THE REQUIREMENTS IN AISC SECTION 81 WITHOUT SEVERING THE SPLINED END AND WITH

WASHERS POSITIONED AS REQUIRED IN AISC SECTION 62 PER REQUIREMENTS IN SECTION 81 PRIOR TO BOLT

PRETENSIONING THE JOINT SHALL FIRST BE COMPACTED TO THE SNUG-TIGHT CONDITION SNUG TIGHT IS THE

CONDITION THAT EXISTS WHEN ALL OF THE PLIES IN THE CONNECTION HAVE BEEN PULLED INTO FIRM CONTACT BY THE

BOLTS AND THE BOLTS HAVE BEEN TIGHTENED SUFFICIENTLY TO PREVENT THE REMOVAL OF THE NUTS WITHOUT THE

USE OF A WRENCH ONCE THE SNUG TIGHT CONDITION IS ACHIEVED THEN THE BOLT ASSEMBLY CAN BE TIGHTENED TO

THE PRETENSIONED CONDITION

2 ALL NEXGEN2trade BOLT ASSEMBLIES SHALL BE INSPECTED ACCORDING TO THE REQUIREMENTS OF SECTION 923 OF THE

AISC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS DEC 31 2009 NOTE THAT COMPLETE

INSPECTION OF ALL NEXGEN2trade BOLT ASSEMBLIES IS REQUIRED IN ADDITION TO ROUTINE OBSERVATION

3 ALL NEXGEN2trade BOLTS SHALL BE INSPECTED BY A QUALIFIED BOLT INSPECTOR PER NOTES 1 AND 2 ABOVE DURING

INSTALLATION THE BOLT INSPECTOR SHALL VERIFY AND DOCUMENT THE SHOP-DRILLED AND FIELD-DRILLED HOLE

SIZES THE INSTALLATION OF THE NEXGEN2trade BOLT ASSEMBLY INCLUDING THE SHEAR SLEEVE PLACEMENT AND NUT

LUBRICATION AND THE CONTRACTORS TENSIONING PROCEDURE THE BOLT INSPECTOR SHALL PROVIDE COMPLETE

DOCUMENTATION OF ALL BOLTS AFTER TIGHTENING CLEARLY SHOWING THAT THE DOUBLE HEX SPLINED END OF THE

BOLTS HAVE BEEN TWISTED OFF AND COATED WITH CROWN APPROVED COLD-GALVANIZING COMPOUND

1

S-3

POLE ELEVATION

CROWN CASTLE US PATENT NOS 8046972 8156712 7849659 8424269 AND PATENT PENDING

EXISTING STEP BOLT

(TYP)

S-3

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

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H 43

21

5

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14

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MONOPOLE

PROFILE

1

S-4

NOTE FLAT LOCATION OF THE EXISTING STEP

BOLTS MAY DIFFER FROM SHOWN DEPENDING

ON ELEVATION CONTRACTOR SHALL REMOVE

AND REPLACE STEP BOLTS AS REQUIRED FOR

REINFORCING INSTALLATION

MODIFICATIONS

INSTALL NEW TRANSITION STIFFENERS AT BASE PLATE SEE SHEET S-4

INSTALL NEW SHAFT REINFORCING SEE CHART ON THIS SHEET

REMOVE AND REPLACE EXISTING STEP BOLTS AS NECESSARY FOR INSTALLATION OF NEW SHAFT

REINFORCING

REMOVE EXISTING MOUNTS AND EQUIPMENT AT 87-0 AND 82-0

A

B

C

S H A F T S E C T I O N D A T A

NOTE DIMENSIONS SHOWN DO NOT INCLUDE GALVANIZING TOLERANCES

SHAFT

SECTION

SECTION

LENGTH

(FT)

PLATE

THICKNESS

(IN)

LAP

SPLICE

(IN)

DIAMETER ACROSS FLATS

(IN)

TOP BOTTOM

1 1500 01875 24000 26770 65 18-SIDED

2 4525 02500

5400

26770 35270 65 18-SIDED

3 4500 03125

6300

33925 42260 65 18-SIDED

4 4950 03750 40663 49830 65 18-SIDED

POLE

GRADE

(ksi)

POLE

SHAPE

0

SEE CHART

SEE CHART

44-3

77-0

CL MOUNT

82-0

CL MOUNT

84-9

87-0

CL MOUNT

94-0

CL MOUNT

105-0

CL MOUNT

114-0

CL MOUNT

122-0

CL MOUNT

124-0

CL MOUNT

130-0

133-0

CL MOUNT

145-0

C

A

2

S-3

SECTION

1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18

NEW SHAFT REINFORCING

(TYP)

NEW APPROVED BLIND

BOLT (TYP)

EXISTING POLE SHAFT

2

S-3

D

D

58

CJP BACKGOUGE TYP

58

38

38

5

1-0

1

1

4

1 CHAMFER

1 (78)

TYP

EDGE OF NEW BEARING

PLATE TO MATCH EDGE

OF EXISTING BASE PLATE

1

S-4

BASE PLATEBEARING PLATE MK~P1

(3 REQUIRED) (Fy = 50 KSI)

EXISTING BASE

PLATE

EXISTING ANCHOR ROD

(TYP)

34 CHAMFER (DO NOT WELD

STIFFENER IN CHAMFER REGION)

PREPARE EDGE FOR

WELD (TYP)

TRANSITION STIFFENER MK~TS1


6 12 MIN

6-6

58

1 14

MA

TC

H E

XIS

TIN

G P

OL

E T

AP

ER

2

1-0

PROVIDE NON-SHRINK GROUT (NS GROUT BY EUCLID

OR APPROVED EQUAL 7500 PSI MIN) BELOW EXIST

BASE PLATE AND NEW BEARING PLATES IN REGION AS

SHOWN GROUT SHALL BE INSTALLED TIGHT UNDER

BASE PLATE WITH NO VOIDS REMAINING BETWEEN TOP

OF EXISTING CONCRETE AND UNDERSIDE OF EXISTING

BASE PLATE GROUT COMPLETELY SOLID UNDER

ENTIRE SURFACE OF BASE PLATE FROM OUTSIDE

EDGE TO INSIDE EDGE WITHIN THE REGION INDICATED

TYP

S-4

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

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N O

F A

N E

XIS

TIN

G 1

45

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BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

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UT

CR

OW

N C

AS

TL

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3530 T

OR

IN

GD

ON

W

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E 300 C

HA

RLO

TT

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C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

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21

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BASE PLATE

DETAILS

ANCHOR RODS

BASE PLATE

B A S E S P E C I F I C A T I O N S

56 SQUARE 3 THK Fy=50 KSI

(16) 2 14oslash A615 GRADE 75 57 BC

NDE OF THE CIRCUMFERENTIAL WELD OF THE BASE PLATE TO SHAFT CONNECTION IS

REQUIRED SEE CCI DOCUMENTS ENG-SOW-10033 TOWER BASE PLATE NDE AND ENG

BUL-10051 NDE REQUIREMENTS FOR MONOPOLE BASE PLATE TO PREVENT CONNECTION

FAILURE NOTIFY THE EOR AND CROWN CASTLE ENGINEERING IMMEDIATELY IF ANY

CRACKS ARE SUSPECTED OR HAVE BEEN IDENTIFIED THE NDE SHALL INCLUDE ALL

EXISTING REINFORCEMENTS THAT HAVE BEEN WELDED TO THE BASE PLATE ANY FULL

PENETRATION WELDING TO THE BASE PLATE REQUIRED AS PART OF THIS ACTIVE

REINFORCEMENT DESIGN SHALL BE INCLUDED IN THE NDE SCOPE OF WORK

1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18

NEW TRANSITION STIFFENER

TS1 (TYP)

NEW BEARING PLATE

P1 (TYP)

NEW APPROVED BLIND

BOLT (TYP)


(TYP)

EXISTING POLE SHAFT

EXISTING HIGH AND LOW

PORT (TYP AT 180deg)

EXISTING HIGH PORT

(TYP AT 180deg)

S-5

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

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MI CHECKLIST

MI CHECKLIST

CONSTRUCTIONINSTALLATION INSPECTIONS

AND TESTING REQUIRED (COMPLETED BY EOR)

REPORT ITEM

PRE-CONSTRUCTION

X MI CHECKLIST DRAWINGS

X EOR REVIEW

X FABRICATION INSPECTION

NA FABRICATOR CERTIFIED WELD INSPECTION

X

MATERIAL TEST REPORT (MTR)

NA FABRICATOR NDE INSPECTION

XNDE REPORT OF MONOPOLE BASE PLATE (AS REQUIRED)

X PACKING SLIPS

ADDITIONAL TESTING AND INSPECTIONS

CONSTRUCTION

X CONSTRUCTION INSPECTIONS

NA FOUNDATION INSPECTIONS

NA CONCRETE COMP STRENGTH AND SLUMP TESTS

NA POST INSTALLED ANCHOR ROD VERIFICATION

X BASE PLATE GROUT VERIFICATION

X CONTRACTORS CERTIFIED WELD INSPECTION

NA

EARTHWORK PROVIDE PHOTO DOCUMENTATION OF EXCAVATION

QUALITY AND COMPACTION

X ON SITE COLD GALVANIZING VERIFICATION

NA GUY WIRE TENSION REPORT

X GC AS-BUILT DOCUMENTS

NA

MICROPILEROCK ANCHOR INSTALLERS DRILLING AND INSTALLATION

LOGS AND QAQC DOCUMENTS


POST-CONSTRUCTION

XMI INSPECTOR REDLINE OR RECORD DRAWING(S)

NA POST INSTALLED ANCHOR ROD TARGET TENSION LOAD TESTING

NA

REFER TO MICROPILEROCK ANCHOR NOTES FOR SPECIAL INSPECTION

AND TESTING REQUIREMENTS

X PHOTOGRAPHS


NOTE X DENOTES A DOCUMENT NEEDED FOR THE PMI REPORT

NA DENOTES A DOCUMENT THAT IS NOT REQUIRED FOR THE PMI REPORT

MODIFICATION INSPECTION NOTES

1 GENERAL

11 THE MODIFICATION INSPECTION (MI) IS A VISUAL INSPECTION OF TOWER MODIFICATIONS AND A REVIEW OF

CONSTRUCTION INSPECTIONS AND OTHER REPORTS TO ENSURE THE INSTALLATION WAS CONSTRUCTED IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS NAMELY THE MODIFICATION DRAWINGS AS DESIGNED BY THE EOR

12 THE MI IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP ONLY AND IS NOT A REVIEW OF THE

MODIFICATION DESIGN ITSELF NOR DOES THE MI INSPECTOR TAKE OWNERSHIP OF THE MODIFICATION DESIGN

OWNERSHIP OF THE STRUCTURAL MODIFICATION DESIGN EFFECTIVENESS AND INTEGRITY RESIDES WITH THE EOR

AT ALL TIMES

13 ALL MIrsquoS SHALL BE CONDUCTED BY A CROWN CASTLE ENGINEERING VENDOR (AEV) OR ENGINEERING SERVICE

VENDOR (AESV) THAT IS APPROVED TO PERFORM ELEVATED WORK FOR CROWN CASTLE

14 TO ENSURE THAT THE REQUIREMENTS OF THE MI ARE MET IT IS VITAL THAT THE GENERAL CONTRACTOR (GC) AND

THE MI INSPECTOR BEGIN COMMUNICATING AND COORDINATING AS SOON AS A PO IS RECEIVED IT IS EXPECTED

THAT EACH PARTY WILL BE PROACTIVE IN REACHING OUT TO THE OTHER PARTY IF CONTACT INFORMATION IS NOT

KNOWN CONTACT YOUR CROWN CASTLE POINT OF CONTACT (POC)

15 REFER TO ENG-SOW-10007 MODIFICATION INSPECTION SOW FOR FURTHER DETAILS AND REQUIREMENTS

2 MI INSPECTOR

21 THE MI INSPECTOR IS REQUIRED TO CONTACT THE GC AS SOON AS RECEIVING A PO FOR THE MI TO AT A MINIMUM

211 REVIEW THE REQUIREMENTS OF THE MI CHECKLIST

212 WORK WITH THE GC TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS INCLUDING FOUNDATION

INSPECTIONS

213 THE MI INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GC INSPECTION AND TEST REPORTS REVIEWING THE

DOCUMENTS FOR ADHERENCE TO THE CONTRACT DOCUMENTS CONDUCTING THE IN-FIELD INSPECTIONS AND

SUBMITTING THE MI REPORT TO CROWN CASTLE

3 GENERAL CONTRACTOR

31 THE GC IS REQUIRED TO CONTACT THE MI INSPECTOR AS SOON AS RECEIVING A PO FOR THE MODIFICATION

INSTALLATION OR TURNKEY PROJECT TO AT A MINIMUM


312 WORK WITH THE MI INSPECTOR TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS INCLUDING

FOUNDATION INSPECTIONS

313 BETTER UNDERSTAND ALL INSPECTION AND TESTING REQUIREMENTS

314 THE GC SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS IN ACCORDANCE WITH THE

REQUIREMENTS OF THE MI CHECKLIST AND ENG-SOW-10007

4 RECOMMENDATIONS

41 THE FOLLOWING RECOMMENDATIONS AND SUGGESTIONS ARE OFFERED TO ENHANCE THE EFFICIENCY AND

EFFECTIVENESS OF DELIVERING AN MI REPORT

411 IT IS SUGGESTED THAT THE GC PROVIDE A MINIMUM OF 5 BUSINESS DAYS NOTICE PREFERABLE 10 TO THE MI

INSPECTOR AS TO WHEN THE SITE WILL BE READY FOR THE MI TO BE CONDUCTED

412 THE GC AND MI INSPECTOR COORDINATE CLOSELY THROUGHOUT THE ENTIRE PROJECT

413 WHEN POSSIBLE IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE SIMULTANEOUSLY FOR ANY

GUY WIRE TENSIONING OR RE-TENSIONING OPERATIONS

414 IT MAY BE BENEFICIAL TO INSTALL ALL TOWER MODIFICATIONS PRIOR TO CONDUCTING THE FOUNDATION

INSPECTIONS TO ALLOW FOUNDATION AND MI INSPECTION(S) TO COMMENCE WITH ONE SITE VISIT

415 WHEN POSSIBLE IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE DURING THE MI TO HAVE ANY

DEFICIENCIES CORRECTED DURING THE INITIAL MI THEREFORE THE GC MAY CHOOSE TO COORDINATE THE MI

CAREFULLY TO ENSURE ALL CONSTRUCTION FACILITIES ARE AT THEIR DISPOSAL WHEN THE MI INSPECTOR IS

ON SITE

5 CANCELLATION OR DELAYS IN SCHEDULED MI

51 IF THE GC AND MI INSPECTOR AGREE TO A DATE ON WHICH THE MI WILL BE CONDUCTED AND EITHER PARTY

CANCELS OR DELAYS CROWN CASTLE SHALL NOT BE RESPONSIBLE FOR ANY COSTS FEES LOSS OF DEPOSITS

ANDOR OTHER PENALTIES RELATED TO THE CANCELLATION OR DELAY INCURRED BY EITHER PARTY FOR ANY TIME

(EG TRAVEL AND LODGING COSTS OF KEEPING EQUIPMENT ON-SITE ETC) IF CROWN CASTLE CONTRACTS

DIRECTLY FOR A THIRD PARTY MI EXCEPTIONS MAY BE MADE IN THE EVENT THAT THE DELAYCANCELLATION IS

CAUSED BY WEATHER OR OTHER CONDITIONS THAT MAY COMPROMISE THE SAFETY OF THE PARTIES INVOLVED

6 CORRECTION OF FAILING MIrsquoS

61 IF THE MODIFICATION INSTALLATION WOULD FAIL THE MI (ldquoFAILED MIrdquo) THE GC SHALL WORK WITH CROWN CASTLE TO

COORDINATE A REMEDIATION PLAN IN ONE OF TWO WAYS

611 CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS CONTAINED IN THE ORIGINAL CONTRACT

DOCUMENTS AND COORDINATE A SUPPLEMENT MI

612 OR WITH CROWN CASTLErsquoS APPROVAL THE GC MAY WORK WITH THE EOR TO RE-ANALYZE THE

MODIFICATIONREINFORCEMENT USING THE AS-BUILT CONDITION

7 MI VERIFICATION INSPECTIONS

71 CROWN CASTLE RESERVES THE RIGHT TO CONDUCT A MI VERIFICATION INSPECTION TO VERIFY THE ACCURACY AND

COMPLETENESS OF PREVIOUSLY COMPLETED MI INSPECTION(S) ON TOWER MODIFICATION PROJECTS

72 ALL VERIFICATION INSPECTIONS SHALL BE HELD TO THE SAME SPECIFICATIONS AND REQUIREMENTS IN THE

CONTRACT DOCUMENTS AND IN ACCORDANCE WITH ENG-SOW-10007

73 VERIFICATION INSPECTION MAY BE CONDUCTED BY AN INDEPENDENT AEVAESV FIRM AFTER A MODIFICATION

PROJECT IS COMPLETED AS MARKED BY THE DATE OF AN ACCEPTED ldquoPASSING MIrdquo OR rdquoPASS AS NOTED MIrdquo REPORT

FOR THE ORIGINAL PROJECT

8 PHOTOGRAPHS

81 BETWEEN THE GC AND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS AT A MINIMUM ARE TO BE TAKEN AND

INCLUDED IN THE MI REPORT

811 PRECONSTRUCTION GENERAL SITE CONDITION

812 PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION CONSTRUCTIONERECTION AND INSPECTION

813 RAW MATERIALS

814 PHOTOS OF ALL CRITICAL DETAILS

815 FOUNDATION MODIFICATIONS

816 WELD PREPARATION

817 BOLT INSTALLATION AND TORQUE

818 FINAL INSTALLED CONDITION

819 SURFACE COATING REPAIR

8110 POST CONSTRUCTION PHOTOGRAPHS

8111 FINAL INFIELD CONDITION

8112 PHOTOS OF ELEVATED MODIFICATIONS TAKEN FROM THE GROUND SHALL BE CONSIDERED INADEQUATE

8113 THIS IS NOT A COMPLETE LIST OF REQUIRED PHOTOS PLEASE REFER TO ENG-SOW-10007

9 INSPECTION AND TESTING

91 ALL WORK SHALL BE SUBJECT TO REVIEW AND OBSERVATION BY CROWN CASTLErsquoS REPRESENTATIVE AND CROWN

CASTLErsquoS AUTHORIZED INDEPENDENT INSPECTION AND TESTING AGENCY

92 INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS ARE STILL REQUIRED WHEN THE EOR PERFORMS

SUPPORT SERVICES DURING CONSTRUCTION

93 OBSERVED DISCREPANCIES BETWEEN THE WORK AND THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE

CONTRACTOR AT NO ADDITIONAL COST

94 AN INDEPENDENT QUALIFIED INSPECTIONTESTING AGENCY SHALL BE SELECTED RETAINED AND PAID FOR BY

CROWN CASTLE FOR THE SOLE PURPOSE OF INSPECTING TESTING DOCUMENTING AND APPROVING ALL WELDING

AND FIELD WORK PERFORMED BY THE CONTRACTOR

941 ACCESS TO ANY PLACE WHERE WORK IS BEING DONE SHALL BE PERMITTED AT ALL TIMES

942 THE INSPECTION AGENCY SHALL SO SCHEDULE THIS WORK AS TO CAUSE A MINIMUM OF INTERRUPTION TO AND

COORDINATE WITH THE WORK IN PROGRESS IT IS THE CONTRACTORrsquoS RESPONSIBILITY TO COORDINATE THE

WORK SCHEDULE WITH THE TESTING AGENCY THE CONTRACTOR SHALL ALLOW FOR ADEQUATE TIME AND

ACCESS FOR THE TESTING AGENCY TO PERFORM THEIR DUTIES

95 THE INSPECTION AND TESTING AGENCY SHALL BE RESPONSIBLE TO PERFORM THE FOLLOWING SERVICES AND

INSPECT THE FOLLOWING ITEMS IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS THE TESTING AGENCY

SHALL INSPECT ITEMS ON THIS LIST AND OTHER ITEMS AS NECESSARY TO FULFILL THEIR RESPONSIBILITY THE

TESTING AGENCY SHALL UTILIZE EXPERIENCED TRAINED INSPECTORS INCLUDING AWS CERTIFIED WELDING

INSPECTORS (CWI) INSPECTORS SHALL HAVE THE TRAINING CREDENTIALS AND EXPERIENCE APPROPRIATE FOR

AND COMMENSURATE WITH THE SCOPE AND TYPE OF INSPECTION WORK TO BE PERFORMED

96 GENERAL

961 PERFORM PERIODIC ON-SITE OBSERVATION INSPECTION VERIFICATION AND TESTING DURING THE TIME THE

CONTRACTOR IS WORKING ON-SITE AGENCY SHALL NOTIFY CROWN CASTLE AND THE EOR IMMEDIATELY WHEN

FIELD PROBLEMS OR DISCREPANCIES OCCUR

97 FOUNDATIONS AND SOIL PREPARATION - (NOT REQUIRED)

98 CONCRETE TESTING PER ACI - (NOT REQUIRED)

99 STRUCTURAL STEEL

991 CHECK STEEL ON THE JOB WITH THE PLANS

992 CHECK MILL CERTIFICATIONS CALL FOR LABORATORY TEST REPORTS WHEN MILL CERTIFICATION IS IN

QUESTION

993 CHECK GRADE OF STEEL MEMBERS AND BOLTS FOR CONFORMANCE WITH DRAWINGS

994 INSPECT ALL STRUCTURAL BOLTS SHALL BE FIELD INSPECTED ACCORDING TO THE REQUIREMENTS OF THE AISC

SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS DEC 31 2009

995 INSPECT STEEL MEMBERS FOR DISTORTION EXCESSIVE RUST FLAWS AND BURNED HOLES

996 CHECK STEEL MEMBERS FOR SIZES SWEEP AND DIMENSIONAL TOLERANCES

997 CHECK FOR SURFACE FINISH SPECIFIED GALVANIZED

998 CHECK THAT BOLTS HAVE BEEN TIGHTENED PROPERLY

999 PRIOR TO ANY FIELD CUTTING THE CONTRACTOR SHALL MARK THE CUTOUT LINES ON THE STEEL AND THE

INSPECTIONTESTING AGENCY SHALL VERIFY PROPOSED LAYOUT LOCATION AND DIMENSIONS THE


910 WELDING

9101 VERIFY FIELD WELDING PROCEDURES WELDERS AND WELDING OPERATORS NOT DEEMED PREQUALIFIED IN

ACCORDANCE WITH AWS D11

9102 INSPECT FIELD WELDED CONNECTIONS IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED AND WITH AWS

D11

9103 APPROVE FIELD WELDING SEQUENCE

9104 A PROGRAM OF THE APPROVED SEQUENCES SHALL BE SUBMITTED TO CROWN CASTLE BEFORE WELDING

BEGINS NO CHANGE IN APPROVED SEQUENCES MAY BE MADE WITHOUT PERMISSION FROM CROWN CASTLE

9105 INSPECT WELDED CONNECTIONS AS FOLLOWS AND IN ACCORDANCE WITH AWS D11

91051 INSPECT WELDING EQUIPMENT FOR CAPACITY MAINTENANCE AND WORKING CONDITIONS

91052 VERIFY SPECIFIED ELECTRODES AND HANDLING AND STORAGE OF ELECTRODES FOR CONFORMANCE TO

SPECIFICATIONS

91053 INSPECT PREHEATING AND INTERPASS TEMPERATURES FOR CONFORMANCE WITH AWS D11

91054 VISUALLY INSPECT ALL WELDS AND VERIFY THAT QUALITY OF WELDS MEETS THE REQUIREMENTS OF AWS

D11 OTHER TESTS MAY ALSO BE PERFORMED ON THE WELDS BY THE TESTING AGENCY IN ORDER FOR

THEM TO PERFORM THEIR DUTIES FOR THIS PROJECT

91055 SPOT TEST AT LEAST ONE FILLET WELD OF EACH MEMBER USING MAGNETIC PARTICLE

91056 INSPECT FOR SIZE SPACING TYPE AND LOCATION AS PER APPROVED DRAWINGS

91057 VERIFY THAT THE BASE METAL CONFORMS TO THE DRAWINGS

91058 REVIEW THE REPORTS BY TESTING LABS

91059 CHECK TO SEE THAT WELDS ARE CLEAN AND FREE FROM SLAG

910510 INSPECT RUST PROTECTION OF WELDS AS PER SPECIFICATIONS

910511 CHECK THAT DEFECTIVE WELDS ARE CLEARLY MARKED AND HAVE BEEN ADEQUATELY REPAIRED

910512 FULL PENETRATION WELDS IN THE VICINITY OF THE BASE OF THE TOWER ARE REQUIRED TO BE 100 NDE

INSPECTED BY UT IN ACCORDANCE WITH AWS D11

910513 PARTIAL PENETRATION AND FILLET WELDS IN THE VICINITY OF THE BASE OF THE TOWER ARE REQUIRED TO

BE 50 NDE INSPECTED BY MP IN ACCORDANCE WITH AWS D11

911 REPORTS

9111 COMPILE AND PERIODICALLY SUBMIT DAILY INSPECTION REPORTS TO CROWN CASTLE

9112 THE INSPECTION PLAN OUTLINED HEREIN IS INTENDED AS A DESCRIPTION OF GENERAL AND SPECIFIC ITEMS OF

CONCERN IT IS NOT INTENDED TO BE ALL-INCLUSIVE IT DOES NOT LIMIT THE TESTING AND INSPECTION

AGENCY TO THE ITEMS LISTED ADDITIONAL TESTING INSPECTION AND CHECKING MAY BE REQUIRED AND

SHOULD BE ANTICIPATED THE TESTING AGENCY SHALL USE THEIR PROFESSIONAL JUDGMENT AND

KNOWLEDGE OF THE JOB SITE CONDITIONS AND THE CONTRACTORrsquoS PERFORMANCE TO DECIDE WHAT OTHER

ITEMS REQUIRE ADDITIONAL ATTENTION THE TESTING AGENCYrsquoS JUDGMENT MUST PREVAIL ON ITEMS NOT

SPECIFICALLY COVERED ANY DISCREPANCIES OR PROBLEMS SHALL BE BROUGHT IMMEDIATELY TO CROWN

CASTLErsquoS ATTENTION RESOLUTIONS ARE NOT TO BE MADE WITHOUT CROWN CASTLErsquoS REVIEW AND SPECIFIC

WRITTEN CONSENT CROWN CASTLE RESERVES THE RIGHT TO DETERMINE WHETHER OR NOT A RESOLUTION IS

ACCEPTABLE

9113 AFTER EACH INSPECTION THE TESTING AGENCY WILL PREPARE A WRITTEN ACCEPTANCE OR REJECTION WHICH

WILL BE GIVEN TO THE CONTRACTOR AND FILED AS DAILY REPORTS TO CROWN CASTLE THIS WRITTEN ACTION

WILL GIVE THE CONTRACTOR A LIST OF ITEMS TO BE CORRECTED PRIOR TO CONTINUING CONSTRUCTION

ANDOR LOADING OF STRUCTURAL ITEMS

9114 THE TESTING AGENCY DOES NOT RELIEVE THE CONTRACTORrsquoS CONTRACTUAL OR STATUTORY OBLIGATIONS

THE CONTRACTOR HAS THE SOLE RESPONSIBILITY FOR ANY DEVIATIONS FROM THE OFFICIAL CONTRACT

DOCUMENTS THE TESTING AGENCY WILL NOT REPLACE THE CONTRACTORrsquoS QUALITY CONTROL PERSONNEL

EBI Consulting environmental | engineering | due diligence

21 B Street Burlington MA 01803 Tel (781) 2732500 Fax (781) 2733311

RADIO FREQUENCY EMISSIONS ANALYSIS REPORT EVALUATION OF HUMAN EXPOSURE POTENTIAL

TO NON-IONIZING EMISSIONS

T-Mobile Existing Facility

Site ID CT11782A

CT782 Costello MP 123 Costello Road

Newington CT 06111

September 23 2015

EBI Project Number 6215004841

Site Compliance Summary

Compliance Status COMPLIANT

Site total MPE of FCC general public

allowable limit 1412



September 23 2015

T-Mobile USA Attn Jason Overbey RF Manager 35 Griffin Road South Bloomfield CT 06002

Emissions Analysis for Site CT11782A ndash CT782 Costello MP

EBI Consulting was directed to analyze the proposed T-Mobile facility located at 123 Costello Road Newington CT for the purpose of determining whether the emissions from the Proposed T-Mobile Antenna Installation located on this property are within specified federal limits

All information used in this report was analyzed as a percentage of current Maximum Permissible Exposure ( MPE) as listed in the FCC OET Bulletin 65 Edition 97-01and ANSIIEEE Std C951 The FCC regulates Maximum Permissible Exposure in units of microwatts per square centimeter (microWcm2) The number of microWcm2 calculated at each sample point is called the power density The exposure limit for power density varies depending upon the frequencies being utilized Wireless Carriers and Paging Services use different frequency bands each with different exposure limits therefore it is necessary to report results and limits in terms of percent MPE rather than power density

All results were compared to the FCC (Federal Communications Commission) radio frequency exposure rules 47 CFR 11307(b)(1) ndash (b)(3) to determine compliance with the Maximum Permissible Exposure (MPE) limits for General PopulationUncontrolled environments as defined below

General populationuncontrolled exposure limits apply to situations in which the general public may be exposed or in which persons who are exposed as a consequence of their employment may not be made fully aware of the potential for exposure or cannot exercise control over their exposure Therefore members of the general public would always be considered under this category when exposure is not employment related for example in the case of a telecommunications tower that exposes persons in a nearby residential area

Public exposure to radio frequencies is regulated and enforced in units of microwatts per square centimeter (μWcm2) The general population exposure limit for the 700 MHz Band is approximately 467 μWcm2 and the general population exposure limit for the PCS and AWS bands is 1000 μWcm2 Because each carrier will be using different frequency bands and each frequency band has different exposure limits it is necessary to report percent of MPE rather than power density



Occupationalcontrolled exposure limits apply to situations in which persons are exposed as a consequence of their employment and in which those persons who are exposed have been made fully aware of the potential for exposure and can exercise control over their exposure Occupationalcontrolled exposure limits also apply where exposure is of a transient nature as a result of incidental passage through a location where exposure levels may be above general populationuncontrolled limits (see below) as long as the exposed person has been made fully aware of the potential for exposure and can exercise control over his or her exposure by leaving the area or by some other appropriate means

Additional details can be found in FCC OET 65

CALCULATIONS

Calculations were done for the proposed T-Mobile Wireless antenna facility located at 123 Costello Road Newington CT using the equipment information listed below All calculations were performed per the specifications under FCC OET 65 Since T-Mobile is proposing highly focused directional panel antennas which project most of the emitted energy out toward the horizon all calculations were performed assuming a lobe representing the maximum gain of the antenna per the antenna manufactures supplied specifications minus 10 dB was focused at the base of the tower For this report the sample point is the top of a 6 foot person standing at the base of the tower

For all calculations all equipment was calculated using the following assumptions

1) 2 GSM UMTS channels (PCS Band - 1900 MHz) were considered for each sector of the proposed installation These Channels have a transmit power of 30 Watts per Channel

2) 2 UMTS channels (AWS Band ndash 2100 MHz) were considered for each sector of the proposed installation These Channels have a transmit power of 30 Watts per Channel

3) 2 LTE channels (AWS Band ndash 2100 MHz) were considered for each sector of the proposed

installation These Channels have a transmit power of 60 Watts per Channel 4) 1 LTE channel (700 MHz Band) was considered for each sector of the proposed installation

This channel has a transmit power of 30 Watts 5) Since the radios are ground mounted there are additional cabling losses accounted for For

each RF path the following losses were calculated 199 dB of additional cable loss for all 1900 MHz and 2100 MHz channels and 109 dB of additional cable loss at 700 MHz This is based on manufacturers Specifications for 115 feet of 78rdquo coax cable on each path



6) All radios at the proposed installation were considered to be running at full power and were

uncombined in their RF transmissions paths per carrier prescribed configuration Per FCC OET Bulletin No 65 - Edition 97-01 recommendations to achieve the maximum anticipated value at each sample point all power levels emitting from the proposed antenna installation are increased by a factor of 256 to account for possible in-phase reflections from the surrounding environment This is rarely the case and if so is never continuous

7) For the following calculations the sample point was the top of a six foot person standing at the base of the tower The maximum gain of the antenna per the antenna manufactures supplied specifications minus 10 dB was used in this direction This value is a very conservative estimate as gain reductions for these particular antennas are typically much higher in this direction

8) The antennas used in this modeling are the Ericsson AIR21 (B4AB2P amp B2AB4P) for 1900 MHz (PCS) and 2100 MHz (AWS) channels and the Commscope LNX-6515DS-VTM for 700 MHz channels This is based on feedback from the carrier with regards to anticipated antenna selection The Ericsson AIR21 (B4AB2P amp B2AB4P) have a maximum gain of 159 dBd at their main lobe The Commscope LNX-6515DS-VTM has a maximum gain of 146 dBd at its main lobe The maximum gain of the antenna per the antenna manufactures supplied specifications minus 10 dB was used for all calculations This value is a very conservative estimate as gain reductions for these particular antennas are typically much higher in this direction

9) The antenna mounting height centerline of the proposed antennas is 95 feet above ground level (AGL)

10) Emissions values for additional carriers were taken from the Connecticut Siting Council

active database Values in this database are provided by the individual carriers themselves

All calculations were done with respect to uncontrolled general public threshold limits



T-Mobile Site Inventory and Power Data

Sector A Sector B Sector C Antenna 1 Antenna 1 Antenna 1

Make Model Ericsson AIR21 B4AB2P Make Model Ericsson AIR21

B4AB2P Make Model Ericsson AIR21 B4AB2P

Gain 159 dBd Gain 159 dBd Gain 159 dBd Height (AGL) 95 Height (AGL) 95 Height (AGL) 95

Frequency Bands 2100 MHz (AWS) Frequency Bands 2100 MHz (AWS) Frequency Bands 2100 MHz (AWS) Channel Count 2 Channel Count 2 PCS Channels 2

Total TX Power 120 Total TX Power 120 AWS Channels 120 ERP (W) 466854 ERP (W) 466854 ERP (W) 466854

Antenna A1 MPE 212 Antenna B1 MPE 212 Antenna C1 MPE 212 Antenna 2 Antenna 2 Antenna 2




Frequency Bands 1900 MHz(PCS) 2100 MHz (AWS) Frequency Bands 1900 MHz(PCS)

2100 MHz (AWS) Frequency Bands 1900 MHz(PCS) 2100 MHz (AWS)

Channel Count 4 Channel Count 4 Channel Count 4 Total TX Power 120 Total TX Power 120 Total TX Power 120

ERP (W) 466854 ERP (W) 466854 ERP (W) 466854 Antenna A2 MPE 212 Antenna B2 MPE 212 Antenna C2 MPE 212

Antenna 3 Antenna 3 Antenna 3

Make Model Commscope LNX-6515DS-VTM Make Model Commscope LNX-

6515DS-VTM Make Model Commscope LNX-6515DS-VTM


Frequency Bands 700 MHz Frequency Bands 700 MHz Frequency Bands 700 MHz Channel Count 1 Channel Count 1 Channel Count 1

Total TX Power 30 Total TX Power 30 Total TX Power 30 ERP (W) 86521 ERP (W) 86521 ERP (W) 86521

Antenna A3 MPE 084 Antenna B3 MPE 084 Antenna C3 MPE 084

Site Composite MPE Carrier MPE

T-Mobile (Per Sector Max) 508 Verizon Wireless 396

MetroPCS 161 Clearwire 011

Sprint 013 Nextel 031 ATampT 292

Site Total MPE 1412

T-Mobile Sector 1 Total 508 T-Mobile Sector 2 Total 508 T-Mobile Sector 3 Total 508

Site Total 1412

T-Mobile _per sector Channels

Watts ERP (Per Channel)

Height (feet)

Total Power Density

(microWcm2)

Frequency (MHz)

Allowable MPE

(microWcm2)

Calculated MPE

T-Mobile 2100 MHz (AWS) LTE 2 233427 95 2119 2100 1000 212

T-Mobile 700 MHz LTE 1 86521 95 393 700 467 084

T-Mobile 1900 MHz (PCS) GSMUMTS 2 116714 95 1059 1900 1000 106

T-Mobile 2100 MHz (AWS) UMTS 2 116714 95 1059 2100 1000 106

Total 508



Summary

All calculations performed for this analysis yielded results that were within the allowable limits for general public exposure to RF Emissions

The anticipated maximum composite contributions from the T-Mobile facility as well as the site composite emissions value with regards to compliance with FCCrsquos allowable limits for general public exposure to RF Emissions are shown here

T-Mobile Sector Power Density Value () Sector 1 508 Sector 2 508 Sector 3 508

T-Mobile Per Sector Maximum

508

Site Total 1412

Site Compliance Status COMPLIANT

The anticipated composite MPE value for this site assuming all carriers present is 1412 of the allowable FCC established general public limit sampled at the ground level This is based upon values listed in the Connecticut Siting Council database for existing carrier emissions

FCC guidelines state that if a site is found to be out of compliance (over allowable thresholds) that carriers over a 5 contribution to the composite value will require measures to bring the site into compliance For this facility the composite values calculated were well within the allowable 100 threshold standard per the federal government

Scott Heffernan RF Engineering Director EBI Consulting 21 B Street Burlington MA 01803


1 The proposed modifications will not result in an increase in the height of the existing tower

2 The proposed modification will not require the extension of the site boundary

3 The proposed modification will not increase noise levels at the facility by six decibels or moreor to levels that exceed state and local criteria

4 The operation of the replacement antennas will not increase radio frequency emissions at thefacility to a level at or above the Federal Communication Commission safety standard

5 The proposed modifications will not cause a change or alteration in the physical orenvironmental characteristics of the site

6 The existing structure and its foundation can support the proposed loading

For the foregoing reasons T-Mobile respectfully submits that the proposed modifications to the above-referenced telecommunications facility constitutes an exempt modification under RCSA sect 16-50j-72(b)(2) Please send approvalrejection letter to Attn Amanda Goodall

Sincerely

Amanda Goodall Real Estate Specialist 12 Gill Street Suite 5800 Woburn MA 01801 339-205-7017 AmandaGoodallcrowncastlecom Attachments

Tab 1 Exhibit-1 Compound plan and elevation depicting the planned changes










Thank you


wwwctgovdeep









Amanda














Dear Timothy Howell











TABLE OF CONTENTS

1) INTRODUCTION









1) INTRODUCTION





MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

940 9503 commscope




MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

1330


62

51612

1


1350


Pipe


3samsung



1240 1240


4 1-14 1


Mount Pipe


Mount Pipe




1220





WFILTER



MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

1140

1160 1 lucent KS24019-L112A - - 1

1140


1 1-58 2




Pipe



Mount Pipe131

1-5812




1050 1050


1221

1-583438

1

6 ericsson RRUS-11

3kmw


w Mount Pipe

6powerwave


12powerwave


1 raycap DC6-48-60-18-8F


940

950


B4P w Mount Pipe


B2P w Mount Pipe
















Summit 5153 8111999 1425473 CCISITES


Summit 5153 8101999 1425417 CCISITES

31) Analysis Method


32) Assumptions







4) ANALYSIS RESULTS


SectionNo


TypeSize

CriticalElement

P (K)SFP_allow

(K)

CapacityPass Fail

L1 145 - 130 Pole TP2677x24x01875 1 -2286 822430 50 Pass

L2 130 - 8475 Pole TP3527x2677x025 2 -15890 1409767 653 Pass

L3 8475 - 4425 Pole TP4226x339247x03125 3 -23797 2112858 996 Pass

L4 4425 - 32 Pole TP439035x406625x0375 4 -28678 2693433 960 Pass

L5 32 - 4 Pole TP490892x439035x04703 5 -37150 3514374 920 Pass

L6 4 - 0 Pole TP4983x490892x04892 6 -38469 3780801 879 Pass

Summary

Pole (L3) 996 Pass

Rating = 996 Pass





1Base Foundation

Steel0 674 Pass


0 756 Pass





41) Recommendations




APPENDIX A

TNXTOWER OUTPUT



Tower Input Data



not considered

Options






Capacity Exemption


Section Elevation

ft

SectionLength

ft

SpliceLength

ft

Numberof

Sides

TopDiameter

in

BottomDiameter

in

WallThickness

in

BendRadius

in

Pole Grade

L1 145000-130000

15000 0000 18 240000 267700 01875 07500 A607-65(65 ksi)

L2 130000-84750

45250 4500 18 267700 352700 02500 10000 A607-65(65 ksi)

L3 84750-44250 45000 5250 18 339247 422600 03125 12500 A607-65(65 ksi)

L4 44250-32000 17500 0000 18 406625 439035 03750 15000 A607-65(65 ksi)

L5 32000-4000 28000 0000 18 439035 490892 04703 18814 Reinf 6054 ksi(61 ksi)

L6 4000-0000 4000 18 490892 498300 04892 19569 Reinf 6170 ksi(62 ksi)




Section Tip Diain

Areain2

Iin4

rin

Cin

ICin3

Jin4

ItQin2

win

wt

L1 243702 141714 10152211 84534 121920 832694 20317780 70871 38940 20768271830 158199 14123200 94368 135992 1038535 28264984 79115 43815 23368

L2 271830 210436 18698421 94146 135992 1374969 37421446 105238 42715 17086358141 277884 43055913 124321 179172 2403055 86168481 138968 57675 2307

L3 352944 333391 47586642 119323 172337 2761248 95235899 166727 54207 17346429119 416067 92493804 148914 214681 4308434 18510931

4208073 68878 22041

L4 422771 479523 98330478 143021 206566 4760251 196790341

239807 64966 17324

445808 518098 124021775

154526 223030 5560767 248206741

259098 70670 18845

L5 445808 648397 154533190

154188 223030 6928808 309269719

324260 68992 14669

498465 725811 216755604

172597 249373 8692021 433796420

362974 78119 16609

L6 498465 754653 225193878

172530 249373 9030400 450684072

377398 77787 159

505987 766156 235649546

175160 253136 9309192 471609166

383151 79091 16167

TowerElevation

ft

GussetArea

(per face)

ft2

GussetThickness

in


AdjustFactor

Ar


Diagonalsin


Horizontalsin

L1 145000-130000

1 1 1

L2 130000-84750

1 1 1

L3 84750-44250

1 1 1

L4 44250-32000

1 1 1

L5 32000-4000

1 1 1

L6 4000-0000

1 1 1


Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight



00000000000000000000

00000000000000000000


00000000000000000000

00000000000000000000

HB114-1-08U4-M5J(114)


00000000000000000000

00010001000100010001


00000000000000000000

00000000000000000000



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight


Face)114000 - 0000 2 No Ice


01980298039805980998

00010002000400110030

HB158-1-08U8-S8J18(1-58)



01980298039805980998

00010003000500110031


00000000000000000000

00010001000100010001

FB-L98B-002-75000(38)


00000000000000000000

00000000000000000000

WR-VG86ST-BRD(34)


00000000000000000000

00010001000100010001



01630263036205620962

00010003000500100029



00000000000000000000

00010003000500110030



00000000000000000000

00000001000200070023


00000000000000000000

00010001000100010001

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001


00000000000000000000

00010001000100010001



00000000000000000000

00010002000400110030

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001

1 14 Flat


Face)35000 - 0000 1 No Ice

12 Ice1 Ice

020803190431

000100020004



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight

klf2 Ice4 Ice

06531097

00080020


TowerSectio

n

TowerElevation

ft

Face AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

000000000000

000000000000

000000000000

0000000018878

000000001030

L3 84750-44250 ABC

000000000000

000000000000

000000000000

0000000030638

000000001836

L4 44250-32000 ABC

000000000000

000000000000

000000000000

000000009892

000000000559

L5 32000-4000 ABC

000000000000

000000000000

000000000000

0000000027015

000000001299

L6 4000-0000 ABC

000000000000

000000000000

000000000000

000000003859

000000000186


TowerSectio

n

TowerElevation

ft

Faceor

Leg

IceThickness

in

AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

1187 000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

1151 000000000000

000000000000

000000000000

0000000041211

000000003055

L3 84750-44250 ABC

1083 000000000000

000000000000

000000000000

0000000067937

000000005597

L4 44250-32000 ABC

1017 000000000000

000000000000

000000000000

0000000021231

000000001607

L5 32000-4000 ABC

1000 000000000000

000000000000

000000000000

0000000055638

000000003455

L6 4000-0000 ABC

1000 000000000000

000000000000

000000000000

000000007948

000000000494


Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L1 145000-130000 00000 00000 00000 00000L2 130000-84750 -04915 02838 -08739 05046L3 84750-44250 -07953 04591 -13770 07950



Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L4 44250-32000 -08563 04944 -14667 08468L5 32000-4000 -10035 05794 -16591 09579L6 4000-0000 -10156 05864 -16954 09788


Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

LLPX310R-V1 w Mount

PipeA From Leg 4000

00002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


B From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


C From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

01260177023703830778

01260177023703830778

00010002000500140052


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

180419882180

077809181067

003300450058



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

25893512

13912143

00940201


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

APXVSPP18-C-A20 w


00000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752




Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

00000000

12Ice

1 Ice2 Ice4 Ice

5014531659487314

1920214526223680

0097012802010397

TD-RRH8x20-25 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

TD-RRH8x20-25 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

IBC1900BB-1 A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820

800MHz 2X50W RRH


0000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


A From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


B From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


B From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


C From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


C From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


1 Ice2 Ice4 Ice

439054806570875013110

439054806570875013110

01950237028003650534

BXA-800634CFx5 w


00000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573


B From Leg 400000000000

0000 114000 No Ice12Ice

539958446299

361642174834

002800700118



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

72409261

61619183

02330573


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573

KS24019-L112A A From Leg 400000002000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

01560225030204840951

01560225030204840951

00050007000900180056

(2) FD9R60042C-3L A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455

(2) FD9R60042C-3L B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063

(2) FD9R60042C-3L C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939

RRH2x60-700 A From Leg 40000000

0000 114000 No Ice12

39574272

18162075

00600083



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


459652716722

236029574253

010901730354

RRH2x60-700 B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354

RRH2x60-700 C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874

RRUS 11 B2 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

(2) RRUS-11 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice

32493491374142685426

13731551173821383042

00480068009201500310



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

DC6-48-60-18-8F A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14671667187823333378

14671667187823333378

00190037005701050239


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

ERICSSON AIR 21 B2A


00001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


B From Leg 400000001000

0000 94000 No Ice12Ice

682573477863

564264807257

011201690233



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

892611175

886412293

03830807


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806

KRY 112 1441 A From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 B From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 C From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


A From Leg 40000000

0000 94000 No Ice12

1168312404

984211366

00830173



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


131351460117875

129141526720139

027305061151


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151

RRUS 11 B12 A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

58532A C From Leg 400000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

02210290036705481014

02210290036705481014

00000003000600170060


C From Leg 200000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

08501140143020103170

16702340301043507030

00650079009301210177

Dishes

Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight


wShroud (HP)FromLeg

10000000

0000 133000 2917 No Ice12 Ice

66807070

00480080



Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight

K6000 1 Ice

2 Ice4 Ice

746082309780

012001900340


FromLeg

100000006000


66807070746082309780

00480080012001900340


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0025 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0023 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0020 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0017 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0016 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0016 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0005 11867 34698 ABC

000000000000

346983469834698

34698 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0005 11512 125653 ABC

000000000000

125653125653125653

125653 100001000010000

000000000000

00000000

41211L3 84750-

4425064300 121 0004 10833 137739 A

BC

000000000000

137739137739137739

137739 100001000010000

000000000000

00000000

67937L4 44250-

3200038071 1042 0004 10173 45872 A

BC

000000000000

458724587245872

45872 100001000010000

000000000000

00000000

21231L5 32000-

400017740 1 0004 10000 113158 A

BC

000000000000

113158113158113158

113158 100001000010000

000000000000

00000000

55638L6 4000-0000 1995 1 0004 10000 17153 A 0000 17153 17153 10000 0000 0000



SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

BC

00000000

1715317153

1000010000

00000000

00007948


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0010 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0009 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0008 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0007 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0006 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0006 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859

Load Combinations

CombNo

Description




CombNo

Description



Section

No

Elevationft

ComponentType

Condition GovLoad

Comb

Force

K

Major AxisMoment

kip-ft

Minor AxisMoment





Max Torque 5 0933L3 8475 -

4425Pole Max Tension 1 0000 0000 0000








Max Torque 8 -0809

Maximum Reactions




Comb

VerticalK

Horizontal XK

Horizontal ZK



Min Torsion 8 -0809 0035 -33600


LoadCombination

Vertical

K

Shearx

K

Shearz

K


kip-ft


kip-ft

Torque


38481 11313 6565 650805 -1114706 0066


38481 6512 11390 1129609 -638885 0281


38481 -0014 13124 1300682 5968 0318


38481 -6517 11364 1126779 647461 0274


38481 -11270 6586 655391 1115580 0203


38481 -13041 -0006 1582 1291178 0145


38481 -11302 -6559 -646832 1119356 -0065


38481 -6526 -11350 -1120802 647133 -0258



Solution Summary

LoadComb


KPYK

PZK

PXK

PYK

PZK

1 0000 -38481 0000 0000 38481 0000 00002 0101 -38481 -33547 -0101 38481 33546 00033 16721 -38481 -29071 -16721 38481 29071 00004 28930 -38481 -16830 -28930 38481 16830 00005 33455 -38481 -0067 -33455 38481 0067 00016 28961 -38481 16808 -28961 38481 -16808 00007 16670 -38481 29158 -16670 38481 -29158 00008 -0035 -38481 33600 0035 38481 -33600 00019 -16684 -38481 29092 16684 38481 -29092 000010 -28851 -38481 16861 28851 38481 -16861 000011 -33386 -38481 -0015 33386 38481 0015 000112 -28933 -38481 -16792 28933 38481 16792 000013 -16706 -38481 -29057 16706 38481 29057 000014 0000 -68650 0000 -0000 68650 0000 000015 0024 -68650 -9807 -0024 68650 9806 000116 4888 -68650 -8497 -4888 68650 8496 000117 8459 -68650 -4916 -8459 68650 4916 000118 9782 -68650 -0015 -9781 68650 0015 000119 8469 -68650 4913 -8468 68650 -4913 000120 4878 -68650 8520 -4877 68650 -8520 000121 -0007 -68650 9820 0007 68650 -9820 000122 -4879 -68650 8502 4878 68650 -8502 000123 -8440 -68650 4924 8439 68650 -4924 000124 -9764 -68650 -0005 9764 68650 0005 000125 -8462 -68650 -4909 8462 68650 4909 000126 -4887 -68650 -8495 4887 68650 8494 000127 0040 -38481 -13104 -0040 38481 13104 000228 6532 -38481 -11356 -6532 38481 11356 000029 11301 -38481 -6574 -11300 38481 6574 000030 13069 -38481 -0026 -13068 38481 0026 000231 11313 -38481 6566 -11313 38481 -6565 000032 6512 -38481 11390 -6512 38481 -11390 000033 -0014 -38481 13125 0014 38481 -13124 000234 -6517 -38481 11364 6517 38481 -11364 000035 -11270 -38481 6586 11270 38481 -6586 000036 -13041 -38481 -0006 13041 38481 0006 000237 -11302 -38481 -6559 11302 38481 6559 000038 -6526 -38481 -11350 6526 38481 11350 0000


LoadCombination



ForceTolerance






SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 36188 33 1930 0002L2 130 - 8475 30128 33 1924 0002L3 8925 - 4425 14667 33 1581 0001L4 495 - 32 4300 33 0831 0000L5 32 - 4 1749 33 0525 0000L6 4 - 0 0026 33 0063 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe33 27712 1908 0002 20529


Pipe33 23740 1855 0002 8754


Mount Pipe33 16287 1650 0001 4070

77000 58532A 33 10839 1370 0001 3306


SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 92369 8 4931 0006L2 130 - 8475 76907 8 4915 0005L3 8925 - 4425 37454 8 4039 0002L4 495 - 32 10986 8 2122 0001



SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL5 32 - 4 4469 8 1341 0000L6 4 - 0 0067 8 0161 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe8 70742 4872 0005 8170


Pipe8 60608 4737 0004 3471


Mount Pipe8 41589 4215 0002 1609

77000 58532A 8 27682 3499 0001 1303

Compression Checks

Pole Design Data

SectionNo

Elevation

ft

Size L

ft

Lu

ft

Klr Fa

ksi

A

in2

ActualPK

AllowPa

K

RatioP

Pa

L1 145 - 130 (1) TP2677x24x01875 15000 0000 00 39000 158199 -2286 616977 0004L2 130 - 8475 (2) TP3527x2677x025 45250 0000 00 39000 271176 -15890 1057590 0015L3 8475 - 4425

(3)TP4226x339247x03125 45000 0000 00 39000 406421 -23797 1585040 0015

L4 4425 - 32 (4) TP439035x406625x0375 17500 0000 00 39000 518098 -28678 2020580 0014L5 32 - 4 (5) TP490892x439035x0470

328000 0000 00 36324 725811 -37150 2636440 0014

L6 4 - 0 (6) TP4983x490892x04892 4000 0000 00 37020 766156 -38469 2836310 0014


SectionNo

Elevation

ft

Size ActualMx

kip-ft

Actualfbx

ksi

AllowFbx

ksi

Ratiofbx

Fbx

ActualMy

kip-ft

Actualfby

ksi

AllowFby

ksi

Ratiofby

Fby

L1 145 - 130 (1) TP2677x24x01875 21118 2440 39000 0063 0000 0000 39000 0000L2 130 - 8475

(2)TP3527x2677x025 63468

333287 39000 0854 0000 0000 39000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 1752308

51159 39000 1312 0000 0000 39000 0000

L4 4425 - 32 (4) TP439035x406625x0375

2286858

49350 39000 1265 0000 0000 39000 0000

L5 32 - 4 (5) TP490892x439035x04703

3190117

44042 36324 1212 0000 0000 36324 0000

L6 4 - 0 (6) TP4983x490892x04892 3324000

42848 37020 1157 0000 0000 37020 0000




SectionNo

Elevation

ft

Size ActualVK

Actualfv

ksi

AllowFv

ksi

RatiofvFv

ActualT

kip-ft

Actualfvt

ksi

AllowFvt

ksi

Ratiofvt

Fvt

L1 145 - 130 (1) TP2677x24x01875 3732 0236 26000 0018 0218 0012 26000 0000L2 130 - 8475

(2)TP3527x2677x025 26298 0970 26000 0075 0031 0001 26000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 29808 0733 26000 0056 0437 0006 26000 0000

L4 4425 - 32 (4) TP439035x406625x0375

31190 0602 26000 0046 0549 0006 26000 0000

L5 32 - 4 (5) TP490892x439035x04703

33320 0459 24216 0038 0774 0005 24216 0000

L6 4 - 0 (6) TP4983x490892x04892 33613 0439 24680 0036 0809 0005 24680 0000


SectionNo

Elevation

ft

RatioP

Pa

Ratiofbx

Fbx

Ratiofby

Fby

RatiofvFv

Ratiofvt

Fvt

CombStressRatio

AllowStressRatio

Criteria

L1 145 - 130 (1) 0004 0063 0000 0018 0000 0066 1333H1-3+VT

L2 130 - 8475(2)

0015 0854 0000 0075 0000 0870 1333H1-3+VT

L3 8475 - 4425(3)

0015 1312 0000 0056 0000 1328 1333H1-3+VT

L4 4425 - 32 (4) 0014 1265 0000 0046 0000 1280 1333H1-3+VT

L5 32 - 4 (5) 0014 1212 0000 0038 0000 1227 1333H1-3+VT

L6 4 - 0 (6) 0014 1157 0000 0036 0000 1171 1333H1-3+VT


SectionNo

Elevationft

ComponentType


PK

SFPallow

K

CapacityPassFail



RATING = 996 Pass



APPENDIX B

BASE LEVEL DRAWING



APPENDIX C








Dwg No E-1

1450 ft

1300 ft

848 ft

443 ft

320 ft

40 ft

00 ft


34 KSHEAR

3324 kip-ftMOMENT

38 KAXIAL


10 KSHEAR

1016 kip-ftMOMENT

69 KAXIAL

Se

ctio

n1

23

45

6

Le

ng

th(f

t)1

50

00

45

25

04

50

00

17

50

02

80

00

40

00

Nu

mb

er

ofS

ide

s1

81

81

81

81

81

8

Th

ickn

ess

(in

)0

18

75

02

50

00

31

25

03

75

00

47

03

04

89

2

So

cke

tL

en

gth

(ft)

45

00

52

50

To

pD

ia(i

n)

24

00

00

26

77

00

33

92

47

40

66

25

43

90

35

49

08

92

Bo

tD

ia(i

n)

26

77

00

35

27

00

42

26

00

43

90

35

49

08

92

49

83

00

Gra

de

A6

07

-65

Re

inf6

05

4ks

iR

ein

f6

17

0ks

i

We

igh

t(K

)0

83

85

73

06

51

02

08














HORIZON COMPACT 133

HORIZON COMPACT 133

TIMING 2000 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133





VHLP25-11 133

VHLP25-11 133





TD-RRH8x20-25 124

TD-RRH8x20-25 124

TD-RRH8x20-25 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900HG-2A 124

IBC1900HG-2A 124

IBC1900HG-2A 124















KS24019-L112A 114

(2) FD9R60042C-3L 114

DB-T1-6Z-8AB-0Z 114

(2) FD9R60042C-3L 114

(2) FD9R60042C-3L 114





RRH2x60-700 114

RRH2x60-700 114

RRH2x60-700 114




RRH2X60-PCS 114

RRH2X60-PCS 114

RRH2X60-PCS 114

DB-T1-6Z-8AB-0Z 114



(2) 777000 w Mount Pipe 105


105


105


105

RRUS 11 B2 105

RRUS 11 B2 105

RRUS 11 B2 105

(2) RRUS-11 105

(2) RRUS-11 105

(2) RRUS-11 105

(4) LGP2140X 105

(4) LGP2140X 105

(4) LGP2140X 105

DC6-48-60-18-8F 105





(2) 777000 w Mount Pipe 105

(2) 777000 w Mount Pipe 105


94


94


94


94

KRY 112 1441 94

KRY 112 1441 94

KRY 112 1441 94


6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94




RRUS 11 B12 94

RRUS 11 B12 94

RRUS 11 B12 94


94


94

58532A 77






Site Data

BU F


App 38 kips

34 kips

Qty 16





Bolt Circle 57 in

Anchor Spacing 6 in












Height in

Thick in

Notch in

Grade ksi

Weld str ksi

Pole Data

Diam 4983 in

Thick 0375 in

Grade 65 ksi




Plate Data




881364



Unfactored Moment M

TIA Revision

Base Reactions


Site Data














No Prying 1354




Weld str ksi




ASIF 1333




881364

Newington


Pole Data

Bolt Data

Plate Data


Reactions


Job Number 37515-07570067805 Page 1















εc = 0003 inin












Number of Sides =

Thickness = in

Fy = ksi






1 12 125 34 Sand 12

2 16 125 30 Sand 12000 28

3

4

5

6

7

8

9

10

11

12















Site Data


App 7119 kipsComp



130 Mu 4546828 ft-kips130 Pu 92547 kips

Concrete70 ft

55418 in23000 psi60 ksi



11141 in D


28




(3)(Sqrt(fc)Fy 00027200 Fy 00033



Provided Rho 079 OK





000 ft-kips 674

Case 1 Case 2



Material Properties

Number of Bars =



at Mu=(φ=065)Mn=








Bar Area =

Pier Properties

Pier Diameter =



Concrete Area =



Max Service Shaft P







BU 881364Newington



Clear Cover to Tie=

Mu Mu

EQ EQ


T-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

TITLE SHEET

SHEET INDEX


T-1 TITLE SHEET

S-1 GENERAL NOTES





S-5 MI CHECKLIST

PROJECT CONTACTS

STRUCTURE OWNER

CROWN CASTLE


PH (518) 373-3510



PH (860) 209-0104

ENGINEER OF RECORD

PJFMODPJFWEBCOM


SHAFT REINFORCING



HIGH STRENGTH GROUT



BU 881364 NEWINGTON

123 COSTELO ROAD


HARTFORD COUNTY

LAT 41deg 39 1872 LONG -72deg 43 1719

APP 309450 REV 0 WO 1128584

WIND DESIGN DATA


LOCAL CODE


CODE


80 MPH

ICE THICKNESS 10 IN







S-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

GENERAL NOTES


1 GENERAL NOTES








































2 STRUCTURAL STEEL
































3 BASE PLATE GROUT







































S-2A

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

FORGBolttrade

DETAILS



(SEE CHART)

1

S-2A


2

S-2A




DISTRIBUTOR CONTACT


PHONE 888-926-4857





KNURLED CONE

BOLT HEAD

SHEAR ZONE

SILICONE BAND

COLOR-CODED WRAP

(SEE CHART)

INTEGRAL SHEAR

SLEEVE

SILICONE BAND

BOLT THREADS

HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1


HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1

BOLT THREADS




SHEAR PLANE(S)



SHEAR SLEEVE

FLARED END

NEW SHAFT

REINFORCING

NEW SHIM PLATE

(AS NECESSARY)

EXISTING

POLE SHAFT

INTEGRAL SHEAR

SLEEVE

BOLT SHEAR ZONE


INSTALLATION NOTES








BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM






FORGBolttrade



GROUP A

FORGBolttrade

Size

(mm)

Overall

Length

(inches)

Estimated

Weight

Each (lbs)

Grip

Range

(inch)

Comment

Color

Code

FORGBolttrade

A325 - P

C88

1

135 531 13 38 to 1 -- RED

2

160 630 16 34 to 1-12 -- GREEN

3

195 768 19 1-14 to 2-14 -- BLUE

4

260 1024 26 2 to 3-12

Splice Bolt

YELLOW

5

365 1437 36 3-12 to 5-12

Flange Jump Bolt

ORANGE

6

440 1732 43 5-12 to 8-12

Flange Jump Bolt

BLACK

DTI

Note



S-2B

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

NEXGEN2trade BOLT

DETAIL


ALLFASTENERS



PHONE 440-232-6060




OUTERMOST

SHEAR

PLANE

1

S-2B


1

POLE SHAFT

SHIM PLATE

(AS NECESSARY)

SHAFT REINFORCING





1

GRIP


29mm OD







NEXGEN2trade WASHER



trade




HIGH TENSILE STEEL

COIL SPRING





POLE SHAFT WALL





MAXIMUM)






INSTRUCTIONS


BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM





















1

S-3

POLE ELEVATION


EXISTING STEP BOLT

(TYP)

S-3

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MONOPOLE

PROFILE

1

S-4






MODIFICATIONS




REINFORCING


A

B

C



SHAFT

SECTION

SECTION

LENGTH

(FT)

PLATE

THICKNESS

(IN)

LAP

SPLICE

(IN)


(IN)

TOP BOTTOM

1 1500 01875 24000 26770 65 18-SIDED

2 4525 02500

5400

26770 35270 65 18-SIDED

3 4500 03125

6300

33925 42260 65 18-SIDED

4 4950 03750 40663 49830 65 18-SIDED

POLE

GRADE

(ksi)

POLE

SHAPE

0

SEE CHART

SEE CHART

44-3

77-0

CL MOUNT

82-0

CL MOUNT

84-9

87-0

CL MOUNT

94-0

CL MOUNT

105-0

CL MOUNT

114-0

CL MOUNT

122-0

CL MOUNT

124-0

CL MOUNT

130-0

133-0

CL MOUNT

145-0

C

A

2

S-3

SECTION

1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


(TYP)

NEW APPROVED BLIND

BOLT (TYP)

EXISTING POLE SHAFT

2

S-3

D

D

58

CJP BACKGOUGE TYP

58

38

38

5

1-0

1

1

4

1 CHAMFER

1 (78)

TYP

EDGE OF NEW BEARING

PLATE TO MATCH EDGE


1

S-4



EXISTING BASE

PLATE

EXISTING ANCHOR ROD

(TYP)



PREPARE EDGE FOR

WELD (TYP)



6 12 MIN

6-6

58

1 14

MA

TC

H E

XIS

TIN

G P

OL

E T

AP

ER

2

1-0










TYP

S-4

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

BASE PLATE

DETAILS

ANCHOR RODS

BASE PLATE












1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


TS1 (TYP)

NEW BEARING PLATE

P1 (TYP)

NEW APPROVED BLIND

BOLT (TYP)


(TYP)

EXISTING POLE SHAFT



EXISTING HIGH PORT

(TYP AT 180deg)

S-5

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MI CHECKLIST

MI CHECKLIST



REPORT ITEM

PRE-CONSTRUCTION


X EOR REVIEW



X




X PACKING SLIPS


CONSTRUCTION







NA






NA




POST-CONSTRUCTION



NA



X PHOTOGRAPHS





1 GENERAL







AT ALL TIMES








2 MI INSPECTOR




INSPECTIONS













4 RECOMMENDATIONS













ON SITE























8 PHOTOGRAPHS





813 RAW MATERIALS
































96 GENERAL






99 STRUCTURAL STEEL



QUESTION











910 WELDING




D11







SPECIFICATIONS
















911 REPORTS











ACCEPTABLE













Site ID CT11782A


Newington CT 06111

September 23 2015








September 23 2015












CALCULATIONS















































Site Total MPE 1412


Site Total 1412



Height (feet)

Total Power Density

(microWcm2)

Frequency (MHz)

Allowable MPE

(microWcm2)

Calculated MPE


T-Mobile 700 MHz LTE 1 86521 95 393 700 467 084



Total 508



Summary





508

Site Total 1412














Thank you


wwwctgovdeep









Amanda














Dear Timothy Howell











TABLE OF CONTENTS

1) INTRODUCTION









1) INTRODUCTION





MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

940 9503 commscope




MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

1330


62

51612

1


1350


Pipe


3samsung



1240 1240


4 1-14 1


Mount Pipe


Mount Pipe




1220





WFILTER



MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

1140

1160 1 lucent KS24019-L112A - - 1

1140


1 1-58 2




Pipe



Mount Pipe131

1-5812




1050 1050


1221

1-583438

1

6 ericsson RRUS-11

3kmw


w Mount Pipe

6powerwave


12powerwave


1 raycap DC6-48-60-18-8F


940

950


B4P w Mount Pipe


B2P w Mount Pipe
















Summit 5153 8111999 1425473 CCISITES


Summit 5153 8101999 1425417 CCISITES

31) Analysis Method


32) Assumptions







4) ANALYSIS RESULTS


SectionNo


TypeSize

CriticalElement

P (K)SFP_allow

(K)

CapacityPass Fail

L1 145 - 130 Pole TP2677x24x01875 1 -2286 822430 50 Pass

L2 130 - 8475 Pole TP3527x2677x025 2 -15890 1409767 653 Pass

L3 8475 - 4425 Pole TP4226x339247x03125 3 -23797 2112858 996 Pass

L4 4425 - 32 Pole TP439035x406625x0375 4 -28678 2693433 960 Pass

L5 32 - 4 Pole TP490892x439035x04703 5 -37150 3514374 920 Pass

L6 4 - 0 Pole TP4983x490892x04892 6 -38469 3780801 879 Pass

Summary

Pole (L3) 996 Pass

Rating = 996 Pass





1Base Foundation

Steel0 674 Pass


0 756 Pass





41) Recommendations




APPENDIX A

TNXTOWER OUTPUT



Tower Input Data



not considered

Options






Capacity Exemption


Section Elevation

ft

SectionLength

ft

SpliceLength

ft

Numberof

Sides

TopDiameter

in

BottomDiameter

in

WallThickness

in

BendRadius

in

Pole Grade

L1 145000-130000

15000 0000 18 240000 267700 01875 07500 A607-65(65 ksi)

L2 130000-84750

45250 4500 18 267700 352700 02500 10000 A607-65(65 ksi)

L3 84750-44250 45000 5250 18 339247 422600 03125 12500 A607-65(65 ksi)

L4 44250-32000 17500 0000 18 406625 439035 03750 15000 A607-65(65 ksi)

L5 32000-4000 28000 0000 18 439035 490892 04703 18814 Reinf 6054 ksi(61 ksi)

L6 4000-0000 4000 18 490892 498300 04892 19569 Reinf 6170 ksi(62 ksi)




Section Tip Diain

Areain2

Iin4

rin

Cin

ICin3

Jin4

ItQin2

win

wt

L1 243702 141714 10152211 84534 121920 832694 20317780 70871 38940 20768271830 158199 14123200 94368 135992 1038535 28264984 79115 43815 23368

L2 271830 210436 18698421 94146 135992 1374969 37421446 105238 42715 17086358141 277884 43055913 124321 179172 2403055 86168481 138968 57675 2307

L3 352944 333391 47586642 119323 172337 2761248 95235899 166727 54207 17346429119 416067 92493804 148914 214681 4308434 18510931

4208073 68878 22041

L4 422771 479523 98330478 143021 206566 4760251 196790341

239807 64966 17324

445808 518098 124021775

154526 223030 5560767 248206741

259098 70670 18845

L5 445808 648397 154533190

154188 223030 6928808 309269719

324260 68992 14669

498465 725811 216755604

172597 249373 8692021 433796420

362974 78119 16609

L6 498465 754653 225193878

172530 249373 9030400 450684072

377398 77787 159

505987 766156 235649546

175160 253136 9309192 471609166

383151 79091 16167

TowerElevation

ft

GussetArea

(per face)

ft2

GussetThickness

in


AdjustFactor

Ar


Diagonalsin


Horizontalsin

L1 145000-130000

1 1 1

L2 130000-84750

1 1 1

L3 84750-44250

1 1 1

L4 44250-32000

1 1 1

L5 32000-4000

1 1 1

L6 4000-0000

1 1 1


Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight



00000000000000000000

00000000000000000000


00000000000000000000

00000000000000000000

HB114-1-08U4-M5J(114)


00000000000000000000

00010001000100010001


00000000000000000000

00000000000000000000



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight


Face)114000 - 0000 2 No Ice


01980298039805980998

00010002000400110030

HB158-1-08U8-S8J18(1-58)



01980298039805980998

00010003000500110031


00000000000000000000

00010001000100010001

FB-L98B-002-75000(38)


00000000000000000000

00000000000000000000

WR-VG86ST-BRD(34)


00000000000000000000

00010001000100010001



01630263036205620962

00010003000500100029



00000000000000000000

00010003000500110030



00000000000000000000

00000001000200070023


00000000000000000000

00010001000100010001

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001


00000000000000000000

00010001000100010001



00000000000000000000

00010002000400110030

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001

1 14 Flat


Face)35000 - 0000 1 No Ice

12 Ice1 Ice

020803190431

000100020004



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight

klf2 Ice4 Ice

06531097

00080020


TowerSectio

n

TowerElevation

ft

Face AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

000000000000

000000000000

000000000000

0000000018878

000000001030

L3 84750-44250 ABC

000000000000

000000000000

000000000000

0000000030638

000000001836

L4 44250-32000 ABC

000000000000

000000000000

000000000000

000000009892

000000000559

L5 32000-4000 ABC

000000000000

000000000000

000000000000

0000000027015

000000001299

L6 4000-0000 ABC

000000000000

000000000000

000000000000

000000003859

000000000186


TowerSectio

n

TowerElevation

ft

Faceor

Leg

IceThickness

in

AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

1187 000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

1151 000000000000

000000000000

000000000000

0000000041211

000000003055

L3 84750-44250 ABC

1083 000000000000

000000000000

000000000000

0000000067937

000000005597

L4 44250-32000 ABC

1017 000000000000

000000000000

000000000000

0000000021231

000000001607

L5 32000-4000 ABC

1000 000000000000

000000000000

000000000000

0000000055638

000000003455

L6 4000-0000 ABC

1000 000000000000

000000000000

000000000000

000000007948

000000000494


Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L1 145000-130000 00000 00000 00000 00000L2 130000-84750 -04915 02838 -08739 05046L3 84750-44250 -07953 04591 -13770 07950



Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L4 44250-32000 -08563 04944 -14667 08468L5 32000-4000 -10035 05794 -16591 09579L6 4000-0000 -10156 05864 -16954 09788


Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

LLPX310R-V1 w Mount

PipeA From Leg 4000

00002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


B From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


C From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

01260177023703830778

01260177023703830778

00010002000500140052


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

180419882180

077809181067

003300450058



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

25893512

13912143

00940201


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

APXVSPP18-C-A20 w


00000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752




Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

00000000

12Ice

1 Ice2 Ice4 Ice

5014531659487314

1920214526223680

0097012802010397

TD-RRH8x20-25 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

TD-RRH8x20-25 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

IBC1900BB-1 A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820

800MHz 2X50W RRH


0000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


A From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


B From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


B From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


C From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


C From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


1 Ice2 Ice4 Ice

439054806570875013110

439054806570875013110

01950237028003650534

BXA-800634CFx5 w


00000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573


B From Leg 400000000000

0000 114000 No Ice12Ice

539958446299

361642174834

002800700118



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

72409261

61619183

02330573


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573

KS24019-L112A A From Leg 400000002000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

01560225030204840951

01560225030204840951

00050007000900180056

(2) FD9R60042C-3L A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455

(2) FD9R60042C-3L B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063

(2) FD9R60042C-3L C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939

RRH2x60-700 A From Leg 40000000

0000 114000 No Ice12

39574272

18162075

00600083



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


459652716722

236029574253

010901730354

RRH2x60-700 B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354

RRH2x60-700 C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874

RRUS 11 B2 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

(2) RRUS-11 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice

32493491374142685426

13731551173821383042

00480068009201500310



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

DC6-48-60-18-8F A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14671667187823333378

14671667187823333378

00190037005701050239


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

ERICSSON AIR 21 B2A


00001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


B From Leg 400000001000

0000 94000 No Ice12Ice

682573477863

564264807257

011201690233



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

892611175

886412293

03830807


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806

KRY 112 1441 A From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 B From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 C From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


A From Leg 40000000

0000 94000 No Ice12

1168312404

984211366

00830173



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


131351460117875

129141526720139

027305061151


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151

RRUS 11 B12 A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

58532A C From Leg 400000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

02210290036705481014

02210290036705481014

00000003000600170060


C From Leg 200000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

08501140143020103170

16702340301043507030

00650079009301210177

Dishes

Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight


wShroud (HP)FromLeg

10000000

0000 133000 2917 No Ice12 Ice

66807070

00480080



Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight

K6000 1 Ice

2 Ice4 Ice

746082309780

012001900340


FromLeg

100000006000


66807070746082309780

00480080012001900340


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0025 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0023 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0020 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0017 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0016 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0016 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0005 11867 34698 ABC

000000000000

346983469834698

34698 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0005 11512 125653 ABC

000000000000

125653125653125653

125653 100001000010000

000000000000

00000000

41211L3 84750-

4425064300 121 0004 10833 137739 A

BC

000000000000

137739137739137739

137739 100001000010000

000000000000

00000000

67937L4 44250-

3200038071 1042 0004 10173 45872 A

BC

000000000000

458724587245872

45872 100001000010000

000000000000

00000000

21231L5 32000-

400017740 1 0004 10000 113158 A

BC

000000000000

113158113158113158

113158 100001000010000

000000000000

00000000

55638L6 4000-0000 1995 1 0004 10000 17153 A 0000 17153 17153 10000 0000 0000



SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

BC

00000000

1715317153

1000010000

00000000

00007948


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0010 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0009 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0008 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0007 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0006 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0006 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859

Load Combinations

CombNo

Description




CombNo

Description



Section

No

Elevationft

ComponentType

Condition GovLoad

Comb

Force

K

Major AxisMoment

kip-ft

Minor AxisMoment





Max Torque 5 0933L3 8475 -

4425Pole Max Tension 1 0000 0000 0000








Max Torque 8 -0809

Maximum Reactions




Comb

VerticalK

Horizontal XK

Horizontal ZK



Min Torsion 8 -0809 0035 -33600


LoadCombination

Vertical

K

Shearx

K

Shearz

K


kip-ft


kip-ft

Torque


38481 11313 6565 650805 -1114706 0066


38481 6512 11390 1129609 -638885 0281


38481 -0014 13124 1300682 5968 0318


38481 -6517 11364 1126779 647461 0274


38481 -11270 6586 655391 1115580 0203


38481 -13041 -0006 1582 1291178 0145


38481 -11302 -6559 -646832 1119356 -0065


38481 -6526 -11350 -1120802 647133 -0258



Solution Summary

LoadComb


KPYK

PZK

PXK

PYK

PZK

1 0000 -38481 0000 0000 38481 0000 00002 0101 -38481 -33547 -0101 38481 33546 00033 16721 -38481 -29071 -16721 38481 29071 00004 28930 -38481 -16830 -28930 38481 16830 00005 33455 -38481 -0067 -33455 38481 0067 00016 28961 -38481 16808 -28961 38481 -16808 00007 16670 -38481 29158 -16670 38481 -29158 00008 -0035 -38481 33600 0035 38481 -33600 00019 -16684 -38481 29092 16684 38481 -29092 000010 -28851 -38481 16861 28851 38481 -16861 000011 -33386 -38481 -0015 33386 38481 0015 000112 -28933 -38481 -16792 28933 38481 16792 000013 -16706 -38481 -29057 16706 38481 29057 000014 0000 -68650 0000 -0000 68650 0000 000015 0024 -68650 -9807 -0024 68650 9806 000116 4888 -68650 -8497 -4888 68650 8496 000117 8459 -68650 -4916 -8459 68650 4916 000118 9782 -68650 -0015 -9781 68650 0015 000119 8469 -68650 4913 -8468 68650 -4913 000120 4878 -68650 8520 -4877 68650 -8520 000121 -0007 -68650 9820 0007 68650 -9820 000122 -4879 -68650 8502 4878 68650 -8502 000123 -8440 -68650 4924 8439 68650 -4924 000124 -9764 -68650 -0005 9764 68650 0005 000125 -8462 -68650 -4909 8462 68650 4909 000126 -4887 -68650 -8495 4887 68650 8494 000127 0040 -38481 -13104 -0040 38481 13104 000228 6532 -38481 -11356 -6532 38481 11356 000029 11301 -38481 -6574 -11300 38481 6574 000030 13069 -38481 -0026 -13068 38481 0026 000231 11313 -38481 6566 -11313 38481 -6565 000032 6512 -38481 11390 -6512 38481 -11390 000033 -0014 -38481 13125 0014 38481 -13124 000234 -6517 -38481 11364 6517 38481 -11364 000035 -11270 -38481 6586 11270 38481 -6586 000036 -13041 -38481 -0006 13041 38481 0006 000237 -11302 -38481 -6559 11302 38481 6559 000038 -6526 -38481 -11350 6526 38481 11350 0000


LoadCombination



ForceTolerance






SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 36188 33 1930 0002L2 130 - 8475 30128 33 1924 0002L3 8925 - 4425 14667 33 1581 0001L4 495 - 32 4300 33 0831 0000L5 32 - 4 1749 33 0525 0000L6 4 - 0 0026 33 0063 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe33 27712 1908 0002 20529


Pipe33 23740 1855 0002 8754


Mount Pipe33 16287 1650 0001 4070

77000 58532A 33 10839 1370 0001 3306


SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 92369 8 4931 0006L2 130 - 8475 76907 8 4915 0005L3 8925 - 4425 37454 8 4039 0002L4 495 - 32 10986 8 2122 0001



SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL5 32 - 4 4469 8 1341 0000L6 4 - 0 0067 8 0161 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe8 70742 4872 0005 8170


Pipe8 60608 4737 0004 3471


Mount Pipe8 41589 4215 0002 1609

77000 58532A 8 27682 3499 0001 1303

Compression Checks

Pole Design Data

SectionNo

Elevation

ft

Size L

ft

Lu

ft

Klr Fa

ksi

A

in2

ActualPK

AllowPa

K

RatioP

Pa

L1 145 - 130 (1) TP2677x24x01875 15000 0000 00 39000 158199 -2286 616977 0004L2 130 - 8475 (2) TP3527x2677x025 45250 0000 00 39000 271176 -15890 1057590 0015L3 8475 - 4425

(3)TP4226x339247x03125 45000 0000 00 39000 406421 -23797 1585040 0015

L4 4425 - 32 (4) TP439035x406625x0375 17500 0000 00 39000 518098 -28678 2020580 0014L5 32 - 4 (5) TP490892x439035x0470

328000 0000 00 36324 725811 -37150 2636440 0014

L6 4 - 0 (6) TP4983x490892x04892 4000 0000 00 37020 766156 -38469 2836310 0014


SectionNo

Elevation

ft

Size ActualMx

kip-ft

Actualfbx

ksi

AllowFbx

ksi

Ratiofbx

Fbx

ActualMy

kip-ft

Actualfby

ksi

AllowFby

ksi

Ratiofby

Fby

L1 145 - 130 (1) TP2677x24x01875 21118 2440 39000 0063 0000 0000 39000 0000L2 130 - 8475

(2)TP3527x2677x025 63468

333287 39000 0854 0000 0000 39000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 1752308

51159 39000 1312 0000 0000 39000 0000

L4 4425 - 32 (4) TP439035x406625x0375

2286858

49350 39000 1265 0000 0000 39000 0000

L5 32 - 4 (5) TP490892x439035x04703

3190117

44042 36324 1212 0000 0000 36324 0000

L6 4 - 0 (6) TP4983x490892x04892 3324000

42848 37020 1157 0000 0000 37020 0000




SectionNo

Elevation

ft

Size ActualVK

Actualfv

ksi

AllowFv

ksi

RatiofvFv

ActualT

kip-ft

Actualfvt

ksi

AllowFvt

ksi

Ratiofvt

Fvt

L1 145 - 130 (1) TP2677x24x01875 3732 0236 26000 0018 0218 0012 26000 0000L2 130 - 8475

(2)TP3527x2677x025 26298 0970 26000 0075 0031 0001 26000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 29808 0733 26000 0056 0437 0006 26000 0000

L4 4425 - 32 (4) TP439035x406625x0375

31190 0602 26000 0046 0549 0006 26000 0000

L5 32 - 4 (5) TP490892x439035x04703

33320 0459 24216 0038 0774 0005 24216 0000

L6 4 - 0 (6) TP4983x490892x04892 33613 0439 24680 0036 0809 0005 24680 0000


SectionNo

Elevation

ft

RatioP

Pa

Ratiofbx

Fbx

Ratiofby

Fby

RatiofvFv

Ratiofvt

Fvt

CombStressRatio

AllowStressRatio

Criteria

L1 145 - 130 (1) 0004 0063 0000 0018 0000 0066 1333H1-3+VT

L2 130 - 8475(2)

0015 0854 0000 0075 0000 0870 1333H1-3+VT

L3 8475 - 4425(3)

0015 1312 0000 0056 0000 1328 1333H1-3+VT

L4 4425 - 32 (4) 0014 1265 0000 0046 0000 1280 1333H1-3+VT

L5 32 - 4 (5) 0014 1212 0000 0038 0000 1227 1333H1-3+VT

L6 4 - 0 (6) 0014 1157 0000 0036 0000 1171 1333H1-3+VT


SectionNo

Elevationft

ComponentType


PK

SFPallow

K

CapacityPassFail



RATING = 996 Pass



APPENDIX B

BASE LEVEL DRAWING



APPENDIX C








Dwg No E-1

1450 ft

1300 ft

848 ft

443 ft

320 ft

40 ft

00 ft


34 KSHEAR

3324 kip-ftMOMENT

38 KAXIAL


10 KSHEAR

1016 kip-ftMOMENT

69 KAXIAL

Se

ctio

n1

23

45

6

Le

ng

th(f

t)1

50

00

45

25

04

50

00

17

50

02

80

00

40

00

Nu

mb

er

ofS

ide

s1

81

81

81

81

81

8

Th

ickn

ess

(in

)0

18

75

02

50

00

31

25

03

75

00

47

03

04

89

2

So

cke

tL

en

gth

(ft)

45

00

52

50

To

pD

ia(i

n)

24

00

00

26

77

00

33

92

47

40

66

25

43

90

35

49

08

92

Bo

tD

ia(i

n)

26

77

00

35

27

00

42

26

00

43

90

35

49

08

92

49

83

00

Gra

de

A6

07

-65

Re

inf6

05

4ks

iR

ein

f6

17

0ks

i

We

igh

t(K

)0

83

85

73

06

51

02

08














HORIZON COMPACT 133

HORIZON COMPACT 133

TIMING 2000 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133





VHLP25-11 133

VHLP25-11 133





TD-RRH8x20-25 124

TD-RRH8x20-25 124

TD-RRH8x20-25 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900HG-2A 124

IBC1900HG-2A 124

IBC1900HG-2A 124















KS24019-L112A 114

(2) FD9R60042C-3L 114

DB-T1-6Z-8AB-0Z 114

(2) FD9R60042C-3L 114

(2) FD9R60042C-3L 114





RRH2x60-700 114

RRH2x60-700 114

RRH2x60-700 114




RRH2X60-PCS 114

RRH2X60-PCS 114

RRH2X60-PCS 114

DB-T1-6Z-8AB-0Z 114



(2) 777000 w Mount Pipe 105


105


105


105

RRUS 11 B2 105

RRUS 11 B2 105

RRUS 11 B2 105

(2) RRUS-11 105

(2) RRUS-11 105

(2) RRUS-11 105

(4) LGP2140X 105

(4) LGP2140X 105

(4) LGP2140X 105

DC6-48-60-18-8F 105





(2) 777000 w Mount Pipe 105

(2) 777000 w Mount Pipe 105


94


94


94


94

KRY 112 1441 94

KRY 112 1441 94

KRY 112 1441 94


6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94




RRUS 11 B12 94

RRUS 11 B12 94

RRUS 11 B12 94


94


94

58532A 77






Site Data

BU F


App 38 kips

34 kips

Qty 16





Bolt Circle 57 in

Anchor Spacing 6 in












Height in

Thick in

Notch in

Grade ksi

Weld str ksi

Pole Data

Diam 4983 in

Thick 0375 in

Grade 65 ksi




Plate Data




881364



Unfactored Moment M

TIA Revision

Base Reactions


Site Data














No Prying 1354




Weld str ksi




ASIF 1333




881364

Newington


Pole Data

Bolt Data

Plate Data


Reactions


Job Number 37515-07570067805 Page 1















εc = 0003 inin












Number of Sides =

Thickness = in

Fy = ksi






1 12 125 34 Sand 12

2 16 125 30 Sand 12000 28

3

4

5

6

7

8

9

10

11

12















Site Data


App 7119 kipsComp



130 Mu 4546828 ft-kips130 Pu 92547 kips

Concrete70 ft

55418 in23000 psi60 ksi



11141 in D


28




(3)(Sqrt(fc)Fy 00027200 Fy 00033



Provided Rho 079 OK





000 ft-kips 674

Case 1 Case 2



Material Properties

Number of Bars =



at Mu=(φ=065)Mn=








Bar Area =

Pier Properties

Pier Diameter =



Concrete Area =



Max Service Shaft P







BU 881364Newington



Clear Cover to Tie=

Mu Mu

EQ EQ


T-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

TITLE SHEET

SHEET INDEX


T-1 TITLE SHEET

S-1 GENERAL NOTES





S-5 MI CHECKLIST

PROJECT CONTACTS

STRUCTURE OWNER

CROWN CASTLE


PH (518) 373-3510



PH (860) 209-0104

ENGINEER OF RECORD

PJFMODPJFWEBCOM


SHAFT REINFORCING



HIGH STRENGTH GROUT



BU 881364 NEWINGTON

123 COSTELO ROAD


HARTFORD COUNTY

LAT 41deg 39 1872 LONG -72deg 43 1719

APP 309450 REV 0 WO 1128584

WIND DESIGN DATA


LOCAL CODE


CODE


80 MPH

ICE THICKNESS 10 IN







S-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

GENERAL NOTES


1 GENERAL NOTES








































2 STRUCTURAL STEEL
































3 BASE PLATE GROUT







































S-2A

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

FORGBolttrade

DETAILS



(SEE CHART)

1

S-2A


2

S-2A




DISTRIBUTOR CONTACT


PHONE 888-926-4857





KNURLED CONE

BOLT HEAD

SHEAR ZONE

SILICONE BAND

COLOR-CODED WRAP

(SEE CHART)

INTEGRAL SHEAR

SLEEVE

SILICONE BAND

BOLT THREADS

HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1


HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1

BOLT THREADS




SHEAR PLANE(S)



SHEAR SLEEVE

FLARED END

NEW SHAFT

REINFORCING

NEW SHIM PLATE

(AS NECESSARY)

EXISTING

POLE SHAFT

INTEGRAL SHEAR

SLEEVE

BOLT SHEAR ZONE


INSTALLATION NOTES








BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM






FORGBolttrade



GROUP A

FORGBolttrade

Size

(mm)

Overall

Length

(inches)

Estimated

Weight

Each (lbs)

Grip

Range

(inch)

Comment

Color

Code

FORGBolttrade

A325 - P

C88

1

135 531 13 38 to 1 -- RED

2

160 630 16 34 to 1-12 -- GREEN

3

195 768 19 1-14 to 2-14 -- BLUE

4

260 1024 26 2 to 3-12

Splice Bolt

YELLOW

5

365 1437 36 3-12 to 5-12

Flange Jump Bolt

ORANGE

6

440 1732 43 5-12 to 8-12

Flange Jump Bolt

BLACK

DTI

Note



S-2B

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

NEXGEN2trade BOLT

DETAIL


ALLFASTENERS



PHONE 440-232-6060




OUTERMOST

SHEAR

PLANE

1

S-2B


1

POLE SHAFT

SHIM PLATE

(AS NECESSARY)

SHAFT REINFORCING





1

GRIP


29mm OD







NEXGEN2trade WASHER



trade




HIGH TENSILE STEEL

COIL SPRING





POLE SHAFT WALL





MAXIMUM)






INSTRUCTIONS


BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM





















1

S-3

POLE ELEVATION


EXISTING STEP BOLT

(TYP)

S-3

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MONOPOLE

PROFILE

1

S-4






MODIFICATIONS




REINFORCING


A

B

C



SHAFT

SECTION

SECTION

LENGTH

(FT)

PLATE

THICKNESS

(IN)

LAP

SPLICE

(IN)


(IN)

TOP BOTTOM

1 1500 01875 24000 26770 65 18-SIDED

2 4525 02500

5400

26770 35270 65 18-SIDED

3 4500 03125

6300

33925 42260 65 18-SIDED

4 4950 03750 40663 49830 65 18-SIDED

POLE

GRADE

(ksi)

POLE

SHAPE

0

SEE CHART

SEE CHART

44-3

77-0

CL MOUNT

82-0

CL MOUNT

84-9

87-0

CL MOUNT

94-0

CL MOUNT

105-0

CL MOUNT

114-0

CL MOUNT

122-0

CL MOUNT

124-0

CL MOUNT

130-0

133-0

CL MOUNT

145-0

C

A

2

S-3

SECTION

1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


(TYP)

NEW APPROVED BLIND

BOLT (TYP)

EXISTING POLE SHAFT

2

S-3

D

D

58

CJP BACKGOUGE TYP

58

38

38

5

1-0

1

1

4

1 CHAMFER

1 (78)

TYP

EDGE OF NEW BEARING

PLATE TO MATCH EDGE


1

S-4



EXISTING BASE

PLATE

EXISTING ANCHOR ROD

(TYP)



PREPARE EDGE FOR

WELD (TYP)



6 12 MIN

6-6

58

1 14

MA

TC

H E

XIS

TIN

G P

OL

E T

AP

ER

2

1-0










TYP

S-4

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

BASE PLATE

DETAILS

ANCHOR RODS

BASE PLATE












1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


TS1 (TYP)

NEW BEARING PLATE

P1 (TYP)

NEW APPROVED BLIND

BOLT (TYP)


(TYP)

EXISTING POLE SHAFT



EXISTING HIGH PORT

(TYP AT 180deg)

S-5

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MI CHECKLIST

MI CHECKLIST



REPORT ITEM

PRE-CONSTRUCTION


X EOR REVIEW



X




X PACKING SLIPS


CONSTRUCTION







NA






NA




POST-CONSTRUCTION



NA



X PHOTOGRAPHS





1 GENERAL







AT ALL TIMES








2 MI INSPECTOR




INSPECTIONS













4 RECOMMENDATIONS













ON SITE























8 PHOTOGRAPHS





813 RAW MATERIALS
































96 GENERAL






99 STRUCTURAL STEEL



QUESTION











910 WELDING




D11







SPECIFICATIONS
















911 REPORTS











ACCEPTABLE













Site ID CT11782A


Newington CT 06111

September 23 2015








September 23 2015












CALCULATIONS















































Site Total MPE 1412


Site Total 1412



Height (feet)

Total Power Density

(microWcm2)

Frequency (MHz)

Allowable MPE

(microWcm2)

Calculated MPE


T-Mobile 700 MHz LTE 1 86521 95 393 700 467 084



Total 508



Summary





508

Site Total 1412









Thank you


wwwctgovdeep









Amanda














Dear Timothy Howell











TABLE OF CONTENTS

1) INTRODUCTION









1) INTRODUCTION





MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

940 9503 commscope




MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

1330


62

51612

1


1350


Pipe


3samsung



1240 1240


4 1-14 1


Mount Pipe


Mount Pipe




1220





WFILTER



MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

1140

1160 1 lucent KS24019-L112A - - 1

1140


1 1-58 2




Pipe



Mount Pipe131

1-5812




1050 1050


1221

1-583438

1

6 ericsson RRUS-11

3kmw


w Mount Pipe

6powerwave


12powerwave


1 raycap DC6-48-60-18-8F


940

950


B4P w Mount Pipe


B2P w Mount Pipe
















Summit 5153 8111999 1425473 CCISITES


Summit 5153 8101999 1425417 CCISITES

31) Analysis Method


32) Assumptions







4) ANALYSIS RESULTS


SectionNo


TypeSize

CriticalElement

P (K)SFP_allow

(K)

CapacityPass Fail

L1 145 - 130 Pole TP2677x24x01875 1 -2286 822430 50 Pass

L2 130 - 8475 Pole TP3527x2677x025 2 -15890 1409767 653 Pass

L3 8475 - 4425 Pole TP4226x339247x03125 3 -23797 2112858 996 Pass

L4 4425 - 32 Pole TP439035x406625x0375 4 -28678 2693433 960 Pass

L5 32 - 4 Pole TP490892x439035x04703 5 -37150 3514374 920 Pass

L6 4 - 0 Pole TP4983x490892x04892 6 -38469 3780801 879 Pass

Summary

Pole (L3) 996 Pass

Rating = 996 Pass





1Base Foundation

Steel0 674 Pass


0 756 Pass





41) Recommendations




APPENDIX A

TNXTOWER OUTPUT



Tower Input Data



not considered

Options






Capacity Exemption


Section Elevation

ft

SectionLength

ft

SpliceLength

ft

Numberof

Sides

TopDiameter

in

BottomDiameter

in

WallThickness

in

BendRadius

in

Pole Grade

L1 145000-130000

15000 0000 18 240000 267700 01875 07500 A607-65(65 ksi)

L2 130000-84750

45250 4500 18 267700 352700 02500 10000 A607-65(65 ksi)

L3 84750-44250 45000 5250 18 339247 422600 03125 12500 A607-65(65 ksi)

L4 44250-32000 17500 0000 18 406625 439035 03750 15000 A607-65(65 ksi)

L5 32000-4000 28000 0000 18 439035 490892 04703 18814 Reinf 6054 ksi(61 ksi)

L6 4000-0000 4000 18 490892 498300 04892 19569 Reinf 6170 ksi(62 ksi)




Section Tip Diain

Areain2

Iin4

rin

Cin

ICin3

Jin4

ItQin2

win

wt

L1 243702 141714 10152211 84534 121920 832694 20317780 70871 38940 20768271830 158199 14123200 94368 135992 1038535 28264984 79115 43815 23368

L2 271830 210436 18698421 94146 135992 1374969 37421446 105238 42715 17086358141 277884 43055913 124321 179172 2403055 86168481 138968 57675 2307

L3 352944 333391 47586642 119323 172337 2761248 95235899 166727 54207 17346429119 416067 92493804 148914 214681 4308434 18510931

4208073 68878 22041

L4 422771 479523 98330478 143021 206566 4760251 196790341

239807 64966 17324

445808 518098 124021775

154526 223030 5560767 248206741

259098 70670 18845

L5 445808 648397 154533190

154188 223030 6928808 309269719

324260 68992 14669

498465 725811 216755604

172597 249373 8692021 433796420

362974 78119 16609

L6 498465 754653 225193878

172530 249373 9030400 450684072

377398 77787 159

505987 766156 235649546

175160 253136 9309192 471609166

383151 79091 16167

TowerElevation

ft

GussetArea

(per face)

ft2

GussetThickness

in


AdjustFactor

Ar


Diagonalsin


Horizontalsin

L1 145000-130000

1 1 1

L2 130000-84750

1 1 1

L3 84750-44250

1 1 1

L4 44250-32000

1 1 1

L5 32000-4000

1 1 1

L6 4000-0000

1 1 1


Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight



00000000000000000000

00000000000000000000


00000000000000000000

00000000000000000000

HB114-1-08U4-M5J(114)


00000000000000000000

00010001000100010001


00000000000000000000

00000000000000000000



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight


Face)114000 - 0000 2 No Ice


01980298039805980998

00010002000400110030

HB158-1-08U8-S8J18(1-58)



01980298039805980998

00010003000500110031


00000000000000000000

00010001000100010001

FB-L98B-002-75000(38)


00000000000000000000

00000000000000000000

WR-VG86ST-BRD(34)


00000000000000000000

00010001000100010001



01630263036205620962

00010003000500100029



00000000000000000000

00010003000500110030



00000000000000000000

00000001000200070023


00000000000000000000

00010001000100010001

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001


00000000000000000000

00010001000100010001



00000000000000000000

00010002000400110030

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001

1 14 Flat


Face)35000 - 0000 1 No Ice

12 Ice1 Ice

020803190431

000100020004



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight

klf2 Ice4 Ice

06531097

00080020


TowerSectio

n

TowerElevation

ft

Face AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

000000000000

000000000000

000000000000

0000000018878

000000001030

L3 84750-44250 ABC

000000000000

000000000000

000000000000

0000000030638

000000001836

L4 44250-32000 ABC

000000000000

000000000000

000000000000

000000009892

000000000559

L5 32000-4000 ABC

000000000000

000000000000

000000000000

0000000027015

000000001299

L6 4000-0000 ABC

000000000000

000000000000

000000000000

000000003859

000000000186


TowerSectio

n

TowerElevation

ft

Faceor

Leg

IceThickness

in

AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

1187 000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

1151 000000000000

000000000000

000000000000

0000000041211

000000003055

L3 84750-44250 ABC

1083 000000000000

000000000000

000000000000

0000000067937

000000005597

L4 44250-32000 ABC

1017 000000000000

000000000000

000000000000

0000000021231

000000001607

L5 32000-4000 ABC

1000 000000000000

000000000000

000000000000

0000000055638

000000003455

L6 4000-0000 ABC

1000 000000000000

000000000000

000000000000

000000007948

000000000494


Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L1 145000-130000 00000 00000 00000 00000L2 130000-84750 -04915 02838 -08739 05046L3 84750-44250 -07953 04591 -13770 07950



Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L4 44250-32000 -08563 04944 -14667 08468L5 32000-4000 -10035 05794 -16591 09579L6 4000-0000 -10156 05864 -16954 09788


Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

LLPX310R-V1 w Mount

PipeA From Leg 4000

00002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


B From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


C From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

01260177023703830778

01260177023703830778

00010002000500140052


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

180419882180

077809181067

003300450058



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

25893512

13912143

00940201


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

APXVSPP18-C-A20 w


00000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752




Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

00000000

12Ice

1 Ice2 Ice4 Ice

5014531659487314

1920214526223680

0097012802010397

TD-RRH8x20-25 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

TD-RRH8x20-25 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

IBC1900BB-1 A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820

800MHz 2X50W RRH


0000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


A From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


B From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


B From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


C From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


C From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


1 Ice2 Ice4 Ice

439054806570875013110

439054806570875013110

01950237028003650534

BXA-800634CFx5 w


00000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573


B From Leg 400000000000

0000 114000 No Ice12Ice

539958446299

361642174834

002800700118



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

72409261

61619183

02330573


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573

KS24019-L112A A From Leg 400000002000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

01560225030204840951

01560225030204840951

00050007000900180056

(2) FD9R60042C-3L A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455

(2) FD9R60042C-3L B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063

(2) FD9R60042C-3L C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939

RRH2x60-700 A From Leg 40000000

0000 114000 No Ice12

39574272

18162075

00600083



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


459652716722

236029574253

010901730354

RRH2x60-700 B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354

RRH2x60-700 C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874

RRUS 11 B2 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

(2) RRUS-11 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice

32493491374142685426

13731551173821383042

00480068009201500310



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

DC6-48-60-18-8F A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14671667187823333378

14671667187823333378

00190037005701050239


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

ERICSSON AIR 21 B2A


00001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


B From Leg 400000001000

0000 94000 No Ice12Ice

682573477863

564264807257

011201690233



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

892611175

886412293

03830807


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806

KRY 112 1441 A From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 B From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 C From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


A From Leg 40000000

0000 94000 No Ice12

1168312404

984211366

00830173



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


131351460117875

129141526720139

027305061151


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151

RRUS 11 B12 A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

58532A C From Leg 400000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

02210290036705481014

02210290036705481014

00000003000600170060


C From Leg 200000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

08501140143020103170

16702340301043507030

00650079009301210177

Dishes

Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight


wShroud (HP)FromLeg

10000000

0000 133000 2917 No Ice12 Ice

66807070

00480080



Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight

K6000 1 Ice

2 Ice4 Ice

746082309780

012001900340


FromLeg

100000006000


66807070746082309780

00480080012001900340


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0025 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0023 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0020 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0017 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0016 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0016 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0005 11867 34698 ABC

000000000000

346983469834698

34698 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0005 11512 125653 ABC

000000000000

125653125653125653

125653 100001000010000

000000000000

00000000

41211L3 84750-

4425064300 121 0004 10833 137739 A

BC

000000000000

137739137739137739

137739 100001000010000

000000000000

00000000

67937L4 44250-

3200038071 1042 0004 10173 45872 A

BC

000000000000

458724587245872

45872 100001000010000

000000000000

00000000

21231L5 32000-

400017740 1 0004 10000 113158 A

BC

000000000000

113158113158113158

113158 100001000010000

000000000000

00000000

55638L6 4000-0000 1995 1 0004 10000 17153 A 0000 17153 17153 10000 0000 0000



SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

BC

00000000

1715317153

1000010000

00000000

00007948


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0010 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0009 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0008 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0007 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0006 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0006 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859

Load Combinations

CombNo

Description




CombNo

Description



Section

No

Elevationft

ComponentType

Condition GovLoad

Comb

Force

K

Major AxisMoment

kip-ft

Minor AxisMoment





Max Torque 5 0933L3 8475 -

4425Pole Max Tension 1 0000 0000 0000








Max Torque 8 -0809

Maximum Reactions




Comb

VerticalK

Horizontal XK

Horizontal ZK



Min Torsion 8 -0809 0035 -33600


LoadCombination

Vertical

K

Shearx

K

Shearz

K


kip-ft


kip-ft

Torque


38481 11313 6565 650805 -1114706 0066


38481 6512 11390 1129609 -638885 0281


38481 -0014 13124 1300682 5968 0318


38481 -6517 11364 1126779 647461 0274


38481 -11270 6586 655391 1115580 0203


38481 -13041 -0006 1582 1291178 0145


38481 -11302 -6559 -646832 1119356 -0065


38481 -6526 -11350 -1120802 647133 -0258



Solution Summary

LoadComb


KPYK

PZK

PXK

PYK

PZK

1 0000 -38481 0000 0000 38481 0000 00002 0101 -38481 -33547 -0101 38481 33546 00033 16721 -38481 -29071 -16721 38481 29071 00004 28930 -38481 -16830 -28930 38481 16830 00005 33455 -38481 -0067 -33455 38481 0067 00016 28961 -38481 16808 -28961 38481 -16808 00007 16670 -38481 29158 -16670 38481 -29158 00008 -0035 -38481 33600 0035 38481 -33600 00019 -16684 -38481 29092 16684 38481 -29092 000010 -28851 -38481 16861 28851 38481 -16861 000011 -33386 -38481 -0015 33386 38481 0015 000112 -28933 -38481 -16792 28933 38481 16792 000013 -16706 -38481 -29057 16706 38481 29057 000014 0000 -68650 0000 -0000 68650 0000 000015 0024 -68650 -9807 -0024 68650 9806 000116 4888 -68650 -8497 -4888 68650 8496 000117 8459 -68650 -4916 -8459 68650 4916 000118 9782 -68650 -0015 -9781 68650 0015 000119 8469 -68650 4913 -8468 68650 -4913 000120 4878 -68650 8520 -4877 68650 -8520 000121 -0007 -68650 9820 0007 68650 -9820 000122 -4879 -68650 8502 4878 68650 -8502 000123 -8440 -68650 4924 8439 68650 -4924 000124 -9764 -68650 -0005 9764 68650 0005 000125 -8462 -68650 -4909 8462 68650 4909 000126 -4887 -68650 -8495 4887 68650 8494 000127 0040 -38481 -13104 -0040 38481 13104 000228 6532 -38481 -11356 -6532 38481 11356 000029 11301 -38481 -6574 -11300 38481 6574 000030 13069 -38481 -0026 -13068 38481 0026 000231 11313 -38481 6566 -11313 38481 -6565 000032 6512 -38481 11390 -6512 38481 -11390 000033 -0014 -38481 13125 0014 38481 -13124 000234 -6517 -38481 11364 6517 38481 -11364 000035 -11270 -38481 6586 11270 38481 -6586 000036 -13041 -38481 -0006 13041 38481 0006 000237 -11302 -38481 -6559 11302 38481 6559 000038 -6526 -38481 -11350 6526 38481 11350 0000


LoadCombination



ForceTolerance






SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 36188 33 1930 0002L2 130 - 8475 30128 33 1924 0002L3 8925 - 4425 14667 33 1581 0001L4 495 - 32 4300 33 0831 0000L5 32 - 4 1749 33 0525 0000L6 4 - 0 0026 33 0063 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe33 27712 1908 0002 20529


Pipe33 23740 1855 0002 8754


Mount Pipe33 16287 1650 0001 4070

77000 58532A 33 10839 1370 0001 3306


SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 92369 8 4931 0006L2 130 - 8475 76907 8 4915 0005L3 8925 - 4425 37454 8 4039 0002L4 495 - 32 10986 8 2122 0001



SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL5 32 - 4 4469 8 1341 0000L6 4 - 0 0067 8 0161 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe8 70742 4872 0005 8170


Pipe8 60608 4737 0004 3471


Mount Pipe8 41589 4215 0002 1609

77000 58532A 8 27682 3499 0001 1303

Compression Checks

Pole Design Data

SectionNo

Elevation

ft

Size L

ft

Lu

ft

Klr Fa

ksi

A

in2

ActualPK

AllowPa

K

RatioP

Pa

L1 145 - 130 (1) TP2677x24x01875 15000 0000 00 39000 158199 -2286 616977 0004L2 130 - 8475 (2) TP3527x2677x025 45250 0000 00 39000 271176 -15890 1057590 0015L3 8475 - 4425

(3)TP4226x339247x03125 45000 0000 00 39000 406421 -23797 1585040 0015

L4 4425 - 32 (4) TP439035x406625x0375 17500 0000 00 39000 518098 -28678 2020580 0014L5 32 - 4 (5) TP490892x439035x0470

328000 0000 00 36324 725811 -37150 2636440 0014

L6 4 - 0 (6) TP4983x490892x04892 4000 0000 00 37020 766156 -38469 2836310 0014


SectionNo

Elevation

ft

Size ActualMx

kip-ft

Actualfbx

ksi

AllowFbx

ksi

Ratiofbx

Fbx

ActualMy

kip-ft

Actualfby

ksi

AllowFby

ksi

Ratiofby

Fby

L1 145 - 130 (1) TP2677x24x01875 21118 2440 39000 0063 0000 0000 39000 0000L2 130 - 8475

(2)TP3527x2677x025 63468

333287 39000 0854 0000 0000 39000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 1752308

51159 39000 1312 0000 0000 39000 0000

L4 4425 - 32 (4) TP439035x406625x0375

2286858

49350 39000 1265 0000 0000 39000 0000

L5 32 - 4 (5) TP490892x439035x04703

3190117

44042 36324 1212 0000 0000 36324 0000

L6 4 - 0 (6) TP4983x490892x04892 3324000

42848 37020 1157 0000 0000 37020 0000




SectionNo

Elevation

ft

Size ActualVK

Actualfv

ksi

AllowFv

ksi

RatiofvFv

ActualT

kip-ft

Actualfvt

ksi

AllowFvt

ksi

Ratiofvt

Fvt

L1 145 - 130 (1) TP2677x24x01875 3732 0236 26000 0018 0218 0012 26000 0000L2 130 - 8475

(2)TP3527x2677x025 26298 0970 26000 0075 0031 0001 26000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 29808 0733 26000 0056 0437 0006 26000 0000

L4 4425 - 32 (4) TP439035x406625x0375

31190 0602 26000 0046 0549 0006 26000 0000

L5 32 - 4 (5) TP490892x439035x04703

33320 0459 24216 0038 0774 0005 24216 0000

L6 4 - 0 (6) TP4983x490892x04892 33613 0439 24680 0036 0809 0005 24680 0000


SectionNo

Elevation

ft

RatioP

Pa

Ratiofbx

Fbx

Ratiofby

Fby

RatiofvFv

Ratiofvt

Fvt

CombStressRatio

AllowStressRatio

Criteria

L1 145 - 130 (1) 0004 0063 0000 0018 0000 0066 1333H1-3+VT

L2 130 - 8475(2)

0015 0854 0000 0075 0000 0870 1333H1-3+VT

L3 8475 - 4425(3)

0015 1312 0000 0056 0000 1328 1333H1-3+VT

L4 4425 - 32 (4) 0014 1265 0000 0046 0000 1280 1333H1-3+VT

L5 32 - 4 (5) 0014 1212 0000 0038 0000 1227 1333H1-3+VT

L6 4 - 0 (6) 0014 1157 0000 0036 0000 1171 1333H1-3+VT


SectionNo

Elevationft

ComponentType


PK

SFPallow

K

CapacityPassFail



RATING = 996 Pass



APPENDIX B

BASE LEVEL DRAWING



APPENDIX C








Dwg No E-1

1450 ft

1300 ft

848 ft

443 ft

320 ft

40 ft

00 ft


34 KSHEAR

3324 kip-ftMOMENT

38 KAXIAL


10 KSHEAR

1016 kip-ftMOMENT

69 KAXIAL

Se

ctio

n1

23

45

6

Le

ng

th(f

t)1

50

00

45

25

04

50

00

17

50

02

80

00

40

00

Nu

mb

er

ofS

ide

s1

81

81

81

81

81

8

Th

ickn

ess

(in

)0

18

75

02

50

00

31

25

03

75

00

47

03

04

89

2

So

cke

tL

en

gth

(ft)

45

00

52

50

To

pD

ia(i

n)

24

00

00

26

77

00

33

92

47

40

66

25

43

90

35

49

08

92

Bo

tD

ia(i

n)

26

77

00

35

27

00

42

26

00

43

90

35

49

08

92

49

83

00

Gra

de

A6

07

-65

Re

inf6

05

4ks

iR

ein

f6

17

0ks

i

We

igh

t(K

)0

83

85

73

06

51

02

08














HORIZON COMPACT 133

HORIZON COMPACT 133

TIMING 2000 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133





VHLP25-11 133

VHLP25-11 133





TD-RRH8x20-25 124

TD-RRH8x20-25 124

TD-RRH8x20-25 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900HG-2A 124

IBC1900HG-2A 124

IBC1900HG-2A 124















KS24019-L112A 114

(2) FD9R60042C-3L 114

DB-T1-6Z-8AB-0Z 114

(2) FD9R60042C-3L 114

(2) FD9R60042C-3L 114





RRH2x60-700 114

RRH2x60-700 114

RRH2x60-700 114




RRH2X60-PCS 114

RRH2X60-PCS 114

RRH2X60-PCS 114

DB-T1-6Z-8AB-0Z 114



(2) 777000 w Mount Pipe 105


105


105


105

RRUS 11 B2 105

RRUS 11 B2 105

RRUS 11 B2 105

(2) RRUS-11 105

(2) RRUS-11 105

(2) RRUS-11 105

(4) LGP2140X 105

(4) LGP2140X 105

(4) LGP2140X 105

DC6-48-60-18-8F 105





(2) 777000 w Mount Pipe 105

(2) 777000 w Mount Pipe 105


94


94


94


94

KRY 112 1441 94

KRY 112 1441 94

KRY 112 1441 94


6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94




RRUS 11 B12 94

RRUS 11 B12 94

RRUS 11 B12 94


94


94

58532A 77






Site Data

BU F


App 38 kips

34 kips

Qty 16





Bolt Circle 57 in

Anchor Spacing 6 in












Height in

Thick in

Notch in

Grade ksi

Weld str ksi

Pole Data

Diam 4983 in

Thick 0375 in

Grade 65 ksi




Plate Data




881364



Unfactored Moment M

TIA Revision

Base Reactions


Site Data














No Prying 1354




Weld str ksi




ASIF 1333




881364

Newington


Pole Data

Bolt Data

Plate Data


Reactions


Job Number 37515-07570067805 Page 1















εc = 0003 inin












Number of Sides =

Thickness = in

Fy = ksi






1 12 125 34 Sand 12

2 16 125 30 Sand 12000 28

3

4

5

6

7

8

9

10

11

12















Site Data


App 7119 kipsComp



130 Mu 4546828 ft-kips130 Pu 92547 kips

Concrete70 ft

55418 in23000 psi60 ksi



11141 in D


28




(3)(Sqrt(fc)Fy 00027200 Fy 00033



Provided Rho 079 OK





000 ft-kips 674

Case 1 Case 2



Material Properties

Number of Bars =



at Mu=(φ=065)Mn=








Bar Area =

Pier Properties

Pier Diameter =



Concrete Area =



Max Service Shaft P







BU 881364Newington



Clear Cover to Tie=

Mu Mu

EQ EQ


T-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

TITLE SHEET

SHEET INDEX


T-1 TITLE SHEET

S-1 GENERAL NOTES





S-5 MI CHECKLIST

PROJECT CONTACTS

STRUCTURE OWNER

CROWN CASTLE


PH (518) 373-3510



PH (860) 209-0104

ENGINEER OF RECORD

PJFMODPJFWEBCOM


SHAFT REINFORCING



HIGH STRENGTH GROUT



BU 881364 NEWINGTON

123 COSTELO ROAD


HARTFORD COUNTY

LAT 41deg 39 1872 LONG -72deg 43 1719

APP 309450 REV 0 WO 1128584

WIND DESIGN DATA


LOCAL CODE


CODE


80 MPH

ICE THICKNESS 10 IN







S-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

GENERAL NOTES


1 GENERAL NOTES








































2 STRUCTURAL STEEL
































3 BASE PLATE GROUT







































S-2A

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

FORGBolttrade

DETAILS



(SEE CHART)

1

S-2A


2

S-2A




DISTRIBUTOR CONTACT


PHONE 888-926-4857





KNURLED CONE

BOLT HEAD

SHEAR ZONE

SILICONE BAND

COLOR-CODED WRAP

(SEE CHART)

INTEGRAL SHEAR

SLEEVE

SILICONE BAND

BOLT THREADS

HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1


HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1

BOLT THREADS




SHEAR PLANE(S)



SHEAR SLEEVE

FLARED END

NEW SHAFT

REINFORCING

NEW SHIM PLATE

(AS NECESSARY)

EXISTING

POLE SHAFT

INTEGRAL SHEAR

SLEEVE

BOLT SHEAR ZONE


INSTALLATION NOTES








BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM






FORGBolttrade



GROUP A

FORGBolttrade

Size

(mm)

Overall

Length

(inches)

Estimated

Weight

Each (lbs)

Grip

Range

(inch)

Comment

Color

Code

FORGBolttrade

A325 - P

C88

1

135 531 13 38 to 1 -- RED

2

160 630 16 34 to 1-12 -- GREEN

3

195 768 19 1-14 to 2-14 -- BLUE

4

260 1024 26 2 to 3-12

Splice Bolt

YELLOW

5

365 1437 36 3-12 to 5-12

Flange Jump Bolt

ORANGE

6

440 1732 43 5-12 to 8-12

Flange Jump Bolt

BLACK

DTI

Note



S-2B

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

NEXGEN2trade BOLT

DETAIL


ALLFASTENERS



PHONE 440-232-6060




OUTERMOST

SHEAR

PLANE

1

S-2B


1

POLE SHAFT

SHIM PLATE

(AS NECESSARY)

SHAFT REINFORCING





1

GRIP


29mm OD







NEXGEN2trade WASHER



trade




HIGH TENSILE STEEL

COIL SPRING





POLE SHAFT WALL





MAXIMUM)






INSTRUCTIONS


BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM





















1

S-3

POLE ELEVATION


EXISTING STEP BOLT

(TYP)

S-3

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MONOPOLE

PROFILE

1

S-4






MODIFICATIONS




REINFORCING


A

B

C



SHAFT

SECTION

SECTION

LENGTH

(FT)

PLATE

THICKNESS

(IN)

LAP

SPLICE

(IN)


(IN)

TOP BOTTOM

1 1500 01875 24000 26770 65 18-SIDED

2 4525 02500

5400

26770 35270 65 18-SIDED

3 4500 03125

6300

33925 42260 65 18-SIDED

4 4950 03750 40663 49830 65 18-SIDED

POLE

GRADE

(ksi)

POLE

SHAPE

0

SEE CHART

SEE CHART

44-3

77-0

CL MOUNT

82-0

CL MOUNT

84-9

87-0

CL MOUNT

94-0

CL MOUNT

105-0

CL MOUNT

114-0

CL MOUNT

122-0

CL MOUNT

124-0

CL MOUNT

130-0

133-0

CL MOUNT

145-0

C

A

2

S-3

SECTION

1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


(TYP)

NEW APPROVED BLIND

BOLT (TYP)

EXISTING POLE SHAFT

2

S-3

D

D

58

CJP BACKGOUGE TYP

58

38

38

5

1-0

1

1

4

1 CHAMFER

1 (78)

TYP

EDGE OF NEW BEARING

PLATE TO MATCH EDGE


1

S-4



EXISTING BASE

PLATE

EXISTING ANCHOR ROD

(TYP)



PREPARE EDGE FOR

WELD (TYP)



6 12 MIN

6-6

58

1 14

MA

TC

H E

XIS

TIN

G P

OL

E T

AP

ER

2

1-0










TYP

S-4

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

BASE PLATE

DETAILS

ANCHOR RODS

BASE PLATE












1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


TS1 (TYP)

NEW BEARING PLATE

P1 (TYP)

NEW APPROVED BLIND

BOLT (TYP)


(TYP)

EXISTING POLE SHAFT



EXISTING HIGH PORT

(TYP AT 180deg)

S-5

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MI CHECKLIST

MI CHECKLIST



REPORT ITEM

PRE-CONSTRUCTION


X EOR REVIEW



X




X PACKING SLIPS


CONSTRUCTION







NA






NA




POST-CONSTRUCTION



NA



X PHOTOGRAPHS





1 GENERAL







AT ALL TIMES








2 MI INSPECTOR




INSPECTIONS













4 RECOMMENDATIONS













ON SITE























8 PHOTOGRAPHS





813 RAW MATERIALS
































96 GENERAL






99 STRUCTURAL STEEL



QUESTION











910 WELDING




D11







SPECIFICATIONS
















911 REPORTS











ACCEPTABLE













Site ID CT11782A


Newington CT 06111

September 23 2015








September 23 2015












CALCULATIONS















































Site Total MPE 1412


Site Total 1412



Height (feet)

Total Power Density

(microWcm2)

Frequency (MHz)

Allowable MPE

(microWcm2)

Calculated MPE


T-Mobile 700 MHz LTE 1 86521 95 393 700 467 084



Total 508



Summary





508

Site Total 1412






Amanda














Dear Timothy Howell











TABLE OF CONTENTS

1) INTRODUCTION









1) INTRODUCTION





MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

940 9503 commscope




MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

1330


62

51612

1


1350


Pipe


3samsung



1240 1240


4 1-14 1


Mount Pipe


Mount Pipe




1220





WFILTER



MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

1140

1160 1 lucent KS24019-L112A - - 1

1140


1 1-58 2




Pipe



Mount Pipe131

1-5812




1050 1050


1221

1-583438

1

6 ericsson RRUS-11

3kmw


w Mount Pipe

6powerwave


12powerwave


1 raycap DC6-48-60-18-8F


940

950


B4P w Mount Pipe


B2P w Mount Pipe
















Summit 5153 8111999 1425473 CCISITES


Summit 5153 8101999 1425417 CCISITES

31) Analysis Method


32) Assumptions







4) ANALYSIS RESULTS


SectionNo


TypeSize

CriticalElement

P (K)SFP_allow

(K)

CapacityPass Fail

L1 145 - 130 Pole TP2677x24x01875 1 -2286 822430 50 Pass

L2 130 - 8475 Pole TP3527x2677x025 2 -15890 1409767 653 Pass

L3 8475 - 4425 Pole TP4226x339247x03125 3 -23797 2112858 996 Pass

L4 4425 - 32 Pole TP439035x406625x0375 4 -28678 2693433 960 Pass

L5 32 - 4 Pole TP490892x439035x04703 5 -37150 3514374 920 Pass

L6 4 - 0 Pole TP4983x490892x04892 6 -38469 3780801 879 Pass

Summary

Pole (L3) 996 Pass

Rating = 996 Pass





1Base Foundation

Steel0 674 Pass


0 756 Pass





41) Recommendations




APPENDIX A

TNXTOWER OUTPUT



Tower Input Data



not considered

Options






Capacity Exemption


Section Elevation

ft

SectionLength

ft

SpliceLength

ft

Numberof

Sides

TopDiameter

in

BottomDiameter

in

WallThickness

in

BendRadius

in

Pole Grade

L1 145000-130000

15000 0000 18 240000 267700 01875 07500 A607-65(65 ksi)

L2 130000-84750

45250 4500 18 267700 352700 02500 10000 A607-65(65 ksi)

L3 84750-44250 45000 5250 18 339247 422600 03125 12500 A607-65(65 ksi)

L4 44250-32000 17500 0000 18 406625 439035 03750 15000 A607-65(65 ksi)

L5 32000-4000 28000 0000 18 439035 490892 04703 18814 Reinf 6054 ksi(61 ksi)

L6 4000-0000 4000 18 490892 498300 04892 19569 Reinf 6170 ksi(62 ksi)




Section Tip Diain

Areain2

Iin4

rin

Cin

ICin3

Jin4

ItQin2

win

wt

L1 243702 141714 10152211 84534 121920 832694 20317780 70871 38940 20768271830 158199 14123200 94368 135992 1038535 28264984 79115 43815 23368

L2 271830 210436 18698421 94146 135992 1374969 37421446 105238 42715 17086358141 277884 43055913 124321 179172 2403055 86168481 138968 57675 2307

L3 352944 333391 47586642 119323 172337 2761248 95235899 166727 54207 17346429119 416067 92493804 148914 214681 4308434 18510931

4208073 68878 22041

L4 422771 479523 98330478 143021 206566 4760251 196790341

239807 64966 17324

445808 518098 124021775

154526 223030 5560767 248206741

259098 70670 18845

L5 445808 648397 154533190

154188 223030 6928808 309269719

324260 68992 14669

498465 725811 216755604

172597 249373 8692021 433796420

362974 78119 16609

L6 498465 754653 225193878

172530 249373 9030400 450684072

377398 77787 159

505987 766156 235649546

175160 253136 9309192 471609166

383151 79091 16167

TowerElevation

ft

GussetArea

(per face)

ft2

GussetThickness

in


AdjustFactor

Ar


Diagonalsin


Horizontalsin

L1 145000-130000

1 1 1

L2 130000-84750

1 1 1

L3 84750-44250

1 1 1

L4 44250-32000

1 1 1

L5 32000-4000

1 1 1

L6 4000-0000

1 1 1


Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight



00000000000000000000

00000000000000000000


00000000000000000000

00000000000000000000

HB114-1-08U4-M5J(114)


00000000000000000000

00010001000100010001


00000000000000000000

00000000000000000000



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight


Face)114000 - 0000 2 No Ice


01980298039805980998

00010002000400110030

HB158-1-08U8-S8J18(1-58)



01980298039805980998

00010003000500110031


00000000000000000000

00010001000100010001

FB-L98B-002-75000(38)


00000000000000000000

00000000000000000000

WR-VG86ST-BRD(34)


00000000000000000000

00010001000100010001



01630263036205620962

00010003000500100029



00000000000000000000

00010003000500110030



00000000000000000000

00000001000200070023


00000000000000000000

00010001000100010001

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001


00000000000000000000

00010001000100010001



00000000000000000000

00010002000400110030

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001

1 14 Flat


Face)35000 - 0000 1 No Ice

12 Ice1 Ice

020803190431

000100020004



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight

klf2 Ice4 Ice

06531097

00080020


TowerSectio

n

TowerElevation

ft

Face AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

000000000000

000000000000

000000000000

0000000018878

000000001030

L3 84750-44250 ABC

000000000000

000000000000

000000000000

0000000030638

000000001836

L4 44250-32000 ABC

000000000000

000000000000

000000000000

000000009892

000000000559

L5 32000-4000 ABC

000000000000

000000000000

000000000000

0000000027015

000000001299

L6 4000-0000 ABC

000000000000

000000000000

000000000000

000000003859

000000000186


TowerSectio

n

TowerElevation

ft

Faceor

Leg

IceThickness

in

AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

1187 000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

1151 000000000000

000000000000

000000000000

0000000041211

000000003055

L3 84750-44250 ABC

1083 000000000000

000000000000

000000000000

0000000067937

000000005597

L4 44250-32000 ABC

1017 000000000000

000000000000

000000000000

0000000021231

000000001607

L5 32000-4000 ABC

1000 000000000000

000000000000

000000000000

0000000055638

000000003455

L6 4000-0000 ABC

1000 000000000000

000000000000

000000000000

000000007948

000000000494


Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L1 145000-130000 00000 00000 00000 00000L2 130000-84750 -04915 02838 -08739 05046L3 84750-44250 -07953 04591 -13770 07950



Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L4 44250-32000 -08563 04944 -14667 08468L5 32000-4000 -10035 05794 -16591 09579L6 4000-0000 -10156 05864 -16954 09788


Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

LLPX310R-V1 w Mount

PipeA From Leg 4000

00002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


B From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


C From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

01260177023703830778

01260177023703830778

00010002000500140052


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

180419882180

077809181067

003300450058



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

25893512

13912143

00940201


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

APXVSPP18-C-A20 w


00000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752




Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

00000000

12Ice

1 Ice2 Ice4 Ice

5014531659487314

1920214526223680

0097012802010397

TD-RRH8x20-25 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

TD-RRH8x20-25 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

IBC1900BB-1 A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820

800MHz 2X50W RRH


0000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


A From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


B From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


B From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


C From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


C From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


1 Ice2 Ice4 Ice

439054806570875013110

439054806570875013110

01950237028003650534

BXA-800634CFx5 w


00000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573


B From Leg 400000000000

0000 114000 No Ice12Ice

539958446299

361642174834

002800700118



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

72409261

61619183

02330573


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573

KS24019-L112A A From Leg 400000002000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

01560225030204840951

01560225030204840951

00050007000900180056

(2) FD9R60042C-3L A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455

(2) FD9R60042C-3L B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063

(2) FD9R60042C-3L C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939

RRH2x60-700 A From Leg 40000000

0000 114000 No Ice12

39574272

18162075

00600083



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


459652716722

236029574253

010901730354

RRH2x60-700 B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354

RRH2x60-700 C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874

RRUS 11 B2 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

(2) RRUS-11 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice

32493491374142685426

13731551173821383042

00480068009201500310



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

DC6-48-60-18-8F A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14671667187823333378

14671667187823333378

00190037005701050239


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

ERICSSON AIR 21 B2A


00001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


B From Leg 400000001000

0000 94000 No Ice12Ice

682573477863

564264807257

011201690233



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

892611175

886412293

03830807


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806

KRY 112 1441 A From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 B From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 C From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


A From Leg 40000000

0000 94000 No Ice12

1168312404

984211366

00830173



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


131351460117875

129141526720139

027305061151


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151

RRUS 11 B12 A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

58532A C From Leg 400000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

02210290036705481014

02210290036705481014

00000003000600170060


C From Leg 200000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

08501140143020103170

16702340301043507030

00650079009301210177

Dishes

Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight


wShroud (HP)FromLeg

10000000

0000 133000 2917 No Ice12 Ice

66807070

00480080



Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight

K6000 1 Ice

2 Ice4 Ice

746082309780

012001900340


FromLeg

100000006000


66807070746082309780

00480080012001900340


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0025 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0023 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0020 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0017 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0016 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0016 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0005 11867 34698 ABC

000000000000

346983469834698

34698 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0005 11512 125653 ABC

000000000000

125653125653125653

125653 100001000010000

000000000000

00000000

41211L3 84750-

4425064300 121 0004 10833 137739 A

BC

000000000000

137739137739137739

137739 100001000010000

000000000000

00000000

67937L4 44250-

3200038071 1042 0004 10173 45872 A

BC

000000000000

458724587245872

45872 100001000010000

000000000000

00000000

21231L5 32000-

400017740 1 0004 10000 113158 A

BC

000000000000

113158113158113158

113158 100001000010000

000000000000

00000000

55638L6 4000-0000 1995 1 0004 10000 17153 A 0000 17153 17153 10000 0000 0000



SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

BC

00000000

1715317153

1000010000

00000000

00007948


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0010 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0009 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0008 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0007 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0006 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0006 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859

Load Combinations

CombNo

Description




CombNo

Description



Section

No

Elevationft

ComponentType

Condition GovLoad

Comb

Force

K

Major AxisMoment

kip-ft

Minor AxisMoment





Max Torque 5 0933L3 8475 -

4425Pole Max Tension 1 0000 0000 0000








Max Torque 8 -0809

Maximum Reactions




Comb

VerticalK

Horizontal XK

Horizontal ZK



Min Torsion 8 -0809 0035 -33600


LoadCombination

Vertical

K

Shearx

K

Shearz

K


kip-ft


kip-ft

Torque


38481 11313 6565 650805 -1114706 0066


38481 6512 11390 1129609 -638885 0281


38481 -0014 13124 1300682 5968 0318


38481 -6517 11364 1126779 647461 0274


38481 -11270 6586 655391 1115580 0203


38481 -13041 -0006 1582 1291178 0145


38481 -11302 -6559 -646832 1119356 -0065


38481 -6526 -11350 -1120802 647133 -0258



Solution Summary

LoadComb


KPYK

PZK

PXK

PYK

PZK

1 0000 -38481 0000 0000 38481 0000 00002 0101 -38481 -33547 -0101 38481 33546 00033 16721 -38481 -29071 -16721 38481 29071 00004 28930 -38481 -16830 -28930 38481 16830 00005 33455 -38481 -0067 -33455 38481 0067 00016 28961 -38481 16808 -28961 38481 -16808 00007 16670 -38481 29158 -16670 38481 -29158 00008 -0035 -38481 33600 0035 38481 -33600 00019 -16684 -38481 29092 16684 38481 -29092 000010 -28851 -38481 16861 28851 38481 -16861 000011 -33386 -38481 -0015 33386 38481 0015 000112 -28933 -38481 -16792 28933 38481 16792 000013 -16706 -38481 -29057 16706 38481 29057 000014 0000 -68650 0000 -0000 68650 0000 000015 0024 -68650 -9807 -0024 68650 9806 000116 4888 -68650 -8497 -4888 68650 8496 000117 8459 -68650 -4916 -8459 68650 4916 000118 9782 -68650 -0015 -9781 68650 0015 000119 8469 -68650 4913 -8468 68650 -4913 000120 4878 -68650 8520 -4877 68650 -8520 000121 -0007 -68650 9820 0007 68650 -9820 000122 -4879 -68650 8502 4878 68650 -8502 000123 -8440 -68650 4924 8439 68650 -4924 000124 -9764 -68650 -0005 9764 68650 0005 000125 -8462 -68650 -4909 8462 68650 4909 000126 -4887 -68650 -8495 4887 68650 8494 000127 0040 -38481 -13104 -0040 38481 13104 000228 6532 -38481 -11356 -6532 38481 11356 000029 11301 -38481 -6574 -11300 38481 6574 000030 13069 -38481 -0026 -13068 38481 0026 000231 11313 -38481 6566 -11313 38481 -6565 000032 6512 -38481 11390 -6512 38481 -11390 000033 -0014 -38481 13125 0014 38481 -13124 000234 -6517 -38481 11364 6517 38481 -11364 000035 -11270 -38481 6586 11270 38481 -6586 000036 -13041 -38481 -0006 13041 38481 0006 000237 -11302 -38481 -6559 11302 38481 6559 000038 -6526 -38481 -11350 6526 38481 11350 0000


LoadCombination



ForceTolerance






SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 36188 33 1930 0002L2 130 - 8475 30128 33 1924 0002L3 8925 - 4425 14667 33 1581 0001L4 495 - 32 4300 33 0831 0000L5 32 - 4 1749 33 0525 0000L6 4 - 0 0026 33 0063 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe33 27712 1908 0002 20529


Pipe33 23740 1855 0002 8754


Mount Pipe33 16287 1650 0001 4070

77000 58532A 33 10839 1370 0001 3306


SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 92369 8 4931 0006L2 130 - 8475 76907 8 4915 0005L3 8925 - 4425 37454 8 4039 0002L4 495 - 32 10986 8 2122 0001



SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL5 32 - 4 4469 8 1341 0000L6 4 - 0 0067 8 0161 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe8 70742 4872 0005 8170


Pipe8 60608 4737 0004 3471


Mount Pipe8 41589 4215 0002 1609

77000 58532A 8 27682 3499 0001 1303

Compression Checks

Pole Design Data

SectionNo

Elevation

ft

Size L

ft

Lu

ft

Klr Fa

ksi

A

in2

ActualPK

AllowPa

K

RatioP

Pa

L1 145 - 130 (1) TP2677x24x01875 15000 0000 00 39000 158199 -2286 616977 0004L2 130 - 8475 (2) TP3527x2677x025 45250 0000 00 39000 271176 -15890 1057590 0015L3 8475 - 4425

(3)TP4226x339247x03125 45000 0000 00 39000 406421 -23797 1585040 0015

L4 4425 - 32 (4) TP439035x406625x0375 17500 0000 00 39000 518098 -28678 2020580 0014L5 32 - 4 (5) TP490892x439035x0470

328000 0000 00 36324 725811 -37150 2636440 0014

L6 4 - 0 (6) TP4983x490892x04892 4000 0000 00 37020 766156 -38469 2836310 0014


SectionNo

Elevation

ft

Size ActualMx

kip-ft

Actualfbx

ksi

AllowFbx

ksi

Ratiofbx

Fbx

ActualMy

kip-ft

Actualfby

ksi

AllowFby

ksi

Ratiofby

Fby

L1 145 - 130 (1) TP2677x24x01875 21118 2440 39000 0063 0000 0000 39000 0000L2 130 - 8475

(2)TP3527x2677x025 63468

333287 39000 0854 0000 0000 39000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 1752308

51159 39000 1312 0000 0000 39000 0000

L4 4425 - 32 (4) TP439035x406625x0375

2286858

49350 39000 1265 0000 0000 39000 0000

L5 32 - 4 (5) TP490892x439035x04703

3190117

44042 36324 1212 0000 0000 36324 0000

L6 4 - 0 (6) TP4983x490892x04892 3324000

42848 37020 1157 0000 0000 37020 0000




SectionNo

Elevation

ft

Size ActualVK

Actualfv

ksi

AllowFv

ksi

RatiofvFv

ActualT

kip-ft

Actualfvt

ksi

AllowFvt

ksi

Ratiofvt

Fvt

L1 145 - 130 (1) TP2677x24x01875 3732 0236 26000 0018 0218 0012 26000 0000L2 130 - 8475

(2)TP3527x2677x025 26298 0970 26000 0075 0031 0001 26000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 29808 0733 26000 0056 0437 0006 26000 0000

L4 4425 - 32 (4) TP439035x406625x0375

31190 0602 26000 0046 0549 0006 26000 0000

L5 32 - 4 (5) TP490892x439035x04703

33320 0459 24216 0038 0774 0005 24216 0000

L6 4 - 0 (6) TP4983x490892x04892 33613 0439 24680 0036 0809 0005 24680 0000


SectionNo

Elevation

ft

RatioP

Pa

Ratiofbx

Fbx

Ratiofby

Fby

RatiofvFv

Ratiofvt

Fvt

CombStressRatio

AllowStressRatio

Criteria

L1 145 - 130 (1) 0004 0063 0000 0018 0000 0066 1333H1-3+VT

L2 130 - 8475(2)

0015 0854 0000 0075 0000 0870 1333H1-3+VT

L3 8475 - 4425(3)

0015 1312 0000 0056 0000 1328 1333H1-3+VT

L4 4425 - 32 (4) 0014 1265 0000 0046 0000 1280 1333H1-3+VT

L5 32 - 4 (5) 0014 1212 0000 0038 0000 1227 1333H1-3+VT

L6 4 - 0 (6) 0014 1157 0000 0036 0000 1171 1333H1-3+VT


SectionNo

Elevationft

ComponentType


PK

SFPallow

K

CapacityPassFail



RATING = 996 Pass



APPENDIX B

BASE LEVEL DRAWING



APPENDIX C








Dwg No E-1

1450 ft

1300 ft

848 ft

443 ft

320 ft

40 ft

00 ft


34 KSHEAR

3324 kip-ftMOMENT

38 KAXIAL


10 KSHEAR

1016 kip-ftMOMENT

69 KAXIAL

Se

ctio

n1

23

45

6

Le

ng

th(f

t)1

50

00

45

25

04

50

00

17

50

02

80

00

40

00

Nu

mb

er

ofS

ide

s1

81

81

81

81

81

8

Th

ickn

ess

(in

)0

18

75

02

50

00

31

25

03

75

00

47

03

04

89

2

So

cke

tL

en

gth

(ft)

45

00

52

50

To

pD

ia(i

n)

24

00

00

26

77

00

33

92

47

40

66

25

43

90

35

49

08

92

Bo

tD

ia(i

n)

26

77

00

35

27

00

42

26

00

43

90

35

49

08

92

49

83

00

Gra

de

A6

07

-65

Re

inf6

05

4ks

iR

ein

f6

17

0ks

i

We

igh

t(K

)0

83

85

73

06

51

02

08














HORIZON COMPACT 133

HORIZON COMPACT 133

TIMING 2000 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133





VHLP25-11 133

VHLP25-11 133





TD-RRH8x20-25 124

TD-RRH8x20-25 124

TD-RRH8x20-25 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900HG-2A 124

IBC1900HG-2A 124

IBC1900HG-2A 124















KS24019-L112A 114

(2) FD9R60042C-3L 114

DB-T1-6Z-8AB-0Z 114

(2) FD9R60042C-3L 114

(2) FD9R60042C-3L 114





RRH2x60-700 114

RRH2x60-700 114

RRH2x60-700 114




RRH2X60-PCS 114

RRH2X60-PCS 114

RRH2X60-PCS 114

DB-T1-6Z-8AB-0Z 114



(2) 777000 w Mount Pipe 105


105


105


105

RRUS 11 B2 105

RRUS 11 B2 105

RRUS 11 B2 105

(2) RRUS-11 105

(2) RRUS-11 105

(2) RRUS-11 105

(4) LGP2140X 105

(4) LGP2140X 105

(4) LGP2140X 105

DC6-48-60-18-8F 105





(2) 777000 w Mount Pipe 105

(2) 777000 w Mount Pipe 105


94


94


94


94

KRY 112 1441 94

KRY 112 1441 94

KRY 112 1441 94


6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94




RRUS 11 B12 94

RRUS 11 B12 94

RRUS 11 B12 94


94


94

58532A 77






Site Data

BU F


App 38 kips

34 kips

Qty 16





Bolt Circle 57 in

Anchor Spacing 6 in












Height in

Thick in

Notch in

Grade ksi

Weld str ksi

Pole Data

Diam 4983 in

Thick 0375 in

Grade 65 ksi




Plate Data




881364



Unfactored Moment M

TIA Revision

Base Reactions


Site Data














No Prying 1354




Weld str ksi




ASIF 1333




881364

Newington


Pole Data

Bolt Data

Plate Data


Reactions


Job Number 37515-07570067805 Page 1















εc = 0003 inin












Number of Sides =

Thickness = in

Fy = ksi






1 12 125 34 Sand 12

2 16 125 30 Sand 12000 28

3

4

5

6

7

8

9

10

11

12















Site Data


App 7119 kipsComp



130 Mu 4546828 ft-kips130 Pu 92547 kips

Concrete70 ft

55418 in23000 psi60 ksi



11141 in D


28




(3)(Sqrt(fc)Fy 00027200 Fy 00033



Provided Rho 079 OK





000 ft-kips 674

Case 1 Case 2



Material Properties

Number of Bars =



at Mu=(φ=065)Mn=








Bar Area =

Pier Properties

Pier Diameter =



Concrete Area =



Max Service Shaft P







BU 881364Newington



Clear Cover to Tie=

Mu Mu

EQ EQ


T-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

TITLE SHEET

SHEET INDEX


T-1 TITLE SHEET

S-1 GENERAL NOTES





S-5 MI CHECKLIST

PROJECT CONTACTS

STRUCTURE OWNER

CROWN CASTLE


PH (518) 373-3510



PH (860) 209-0104

ENGINEER OF RECORD

PJFMODPJFWEBCOM


SHAFT REINFORCING



HIGH STRENGTH GROUT



BU 881364 NEWINGTON

123 COSTELO ROAD


HARTFORD COUNTY

LAT 41deg 39 1872 LONG -72deg 43 1719

APP 309450 REV 0 WO 1128584

WIND DESIGN DATA


LOCAL CODE


CODE


80 MPH

ICE THICKNESS 10 IN







S-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

GENERAL NOTES


1 GENERAL NOTES








































2 STRUCTURAL STEEL
































3 BASE PLATE GROUT







































S-2A

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

FORGBolttrade

DETAILS



(SEE CHART)

1

S-2A


2

S-2A




DISTRIBUTOR CONTACT


PHONE 888-926-4857





KNURLED CONE

BOLT HEAD

SHEAR ZONE

SILICONE BAND

COLOR-CODED WRAP

(SEE CHART)

INTEGRAL SHEAR

SLEEVE

SILICONE BAND

BOLT THREADS

HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1


HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1

BOLT THREADS




SHEAR PLANE(S)



SHEAR SLEEVE

FLARED END

NEW SHAFT

REINFORCING

NEW SHIM PLATE

(AS NECESSARY)

EXISTING

POLE SHAFT

INTEGRAL SHEAR

SLEEVE

BOLT SHEAR ZONE


INSTALLATION NOTES








BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM






FORGBolttrade



GROUP A

FORGBolttrade

Size

(mm)

Overall

Length

(inches)

Estimated

Weight

Each (lbs)

Grip

Range

(inch)

Comment

Color

Code

FORGBolttrade

A325 - P

C88

1

135 531 13 38 to 1 -- RED

2

160 630 16 34 to 1-12 -- GREEN

3

195 768 19 1-14 to 2-14 -- BLUE

4

260 1024 26 2 to 3-12

Splice Bolt

YELLOW

5

365 1437 36 3-12 to 5-12

Flange Jump Bolt

ORANGE

6

440 1732 43 5-12 to 8-12

Flange Jump Bolt

BLACK

DTI

Note



S-2B

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

NEXGEN2trade BOLT

DETAIL


ALLFASTENERS



PHONE 440-232-6060




OUTERMOST

SHEAR

PLANE

1

S-2B


1

POLE SHAFT

SHIM PLATE

(AS NECESSARY)

SHAFT REINFORCING





1

GRIP


29mm OD







NEXGEN2trade WASHER



trade




HIGH TENSILE STEEL

COIL SPRING





POLE SHAFT WALL





MAXIMUM)






INSTRUCTIONS


BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM





















1

S-3

POLE ELEVATION


EXISTING STEP BOLT

(TYP)

S-3

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MONOPOLE

PROFILE

1

S-4






MODIFICATIONS




REINFORCING


A

B

C



SHAFT

SECTION

SECTION

LENGTH

(FT)

PLATE

THICKNESS

(IN)

LAP

SPLICE

(IN)


(IN)

TOP BOTTOM

1 1500 01875 24000 26770 65 18-SIDED

2 4525 02500

5400

26770 35270 65 18-SIDED

3 4500 03125

6300

33925 42260 65 18-SIDED

4 4950 03750 40663 49830 65 18-SIDED

POLE

GRADE

(ksi)

POLE

SHAPE

0

SEE CHART

SEE CHART

44-3

77-0

CL MOUNT

82-0

CL MOUNT

84-9

87-0

CL MOUNT

94-0

CL MOUNT

105-0

CL MOUNT

114-0

CL MOUNT

122-0

CL MOUNT

124-0

CL MOUNT

130-0

133-0

CL MOUNT

145-0

C

A

2

S-3

SECTION

1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


(TYP)

NEW APPROVED BLIND

BOLT (TYP)

EXISTING POLE SHAFT

2

S-3

D

D

58

CJP BACKGOUGE TYP

58

38

38

5

1-0

1

1

4

1 CHAMFER

1 (78)

TYP

EDGE OF NEW BEARING

PLATE TO MATCH EDGE


1

S-4



EXISTING BASE

PLATE

EXISTING ANCHOR ROD

(TYP)



PREPARE EDGE FOR

WELD (TYP)



6 12 MIN

6-6

58

1 14

MA

TC

H E

XIS

TIN

G P

OL

E T

AP

ER

2

1-0










TYP

S-4

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

BASE PLATE

DETAILS

ANCHOR RODS

BASE PLATE












1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


TS1 (TYP)

NEW BEARING PLATE

P1 (TYP)

NEW APPROVED BLIND

BOLT (TYP)


(TYP)

EXISTING POLE SHAFT



EXISTING HIGH PORT

(TYP AT 180deg)

S-5

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MI CHECKLIST

MI CHECKLIST



REPORT ITEM

PRE-CONSTRUCTION


X EOR REVIEW



X




X PACKING SLIPS


CONSTRUCTION







NA






NA




POST-CONSTRUCTION



NA



X PHOTOGRAPHS





1 GENERAL







AT ALL TIMES








2 MI INSPECTOR




INSPECTIONS













4 RECOMMENDATIONS













ON SITE























8 PHOTOGRAPHS





813 RAW MATERIALS
































96 GENERAL






99 STRUCTURAL STEEL



QUESTION











910 WELDING




D11







SPECIFICATIONS
















911 REPORTS











ACCEPTABLE













Site ID CT11782A


Newington CT 06111

September 23 2015








September 23 2015












CALCULATIONS















































Site Total MPE 1412


Site Total 1412



Height (feet)

Total Power Density

(microWcm2)

Frequency (MHz)

Allowable MPE

(microWcm2)

Calculated MPE


T-Mobile 700 MHz LTE 1 86521 95 393 700 467 084



Total 508



Summary





508

Site Total 1412













Dear Timothy Howell











TABLE OF CONTENTS

1) INTRODUCTION









1) INTRODUCTION





MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

940 9503 commscope




MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

1330


62

51612

1


1350


Pipe


3samsung



1240 1240


4 1-14 1


Mount Pipe


Mount Pipe




1220





WFILTER



MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

1140

1160 1 lucent KS24019-L112A - - 1

1140


1 1-58 2




Pipe



Mount Pipe131

1-5812




1050 1050


1221

1-583438

1

6 ericsson RRUS-11

3kmw


w Mount Pipe

6powerwave


12powerwave


1 raycap DC6-48-60-18-8F


940

950


B4P w Mount Pipe


B2P w Mount Pipe
















Summit 5153 8111999 1425473 CCISITES


Summit 5153 8101999 1425417 CCISITES

31) Analysis Method


32) Assumptions







4) ANALYSIS RESULTS


SectionNo


TypeSize

CriticalElement

P (K)SFP_allow

(K)

CapacityPass Fail

L1 145 - 130 Pole TP2677x24x01875 1 -2286 822430 50 Pass

L2 130 - 8475 Pole TP3527x2677x025 2 -15890 1409767 653 Pass

L3 8475 - 4425 Pole TP4226x339247x03125 3 -23797 2112858 996 Pass

L4 4425 - 32 Pole TP439035x406625x0375 4 -28678 2693433 960 Pass

L5 32 - 4 Pole TP490892x439035x04703 5 -37150 3514374 920 Pass

L6 4 - 0 Pole TP4983x490892x04892 6 -38469 3780801 879 Pass

Summary

Pole (L3) 996 Pass

Rating = 996 Pass





1Base Foundation

Steel0 674 Pass


0 756 Pass





41) Recommendations




APPENDIX A

TNXTOWER OUTPUT



Tower Input Data



not considered

Options






Capacity Exemption


Section Elevation

ft

SectionLength

ft

SpliceLength

ft

Numberof

Sides

TopDiameter

in

BottomDiameter

in

WallThickness

in

BendRadius

in

Pole Grade

L1 145000-130000

15000 0000 18 240000 267700 01875 07500 A607-65(65 ksi)

L2 130000-84750

45250 4500 18 267700 352700 02500 10000 A607-65(65 ksi)

L3 84750-44250 45000 5250 18 339247 422600 03125 12500 A607-65(65 ksi)

L4 44250-32000 17500 0000 18 406625 439035 03750 15000 A607-65(65 ksi)

L5 32000-4000 28000 0000 18 439035 490892 04703 18814 Reinf 6054 ksi(61 ksi)

L6 4000-0000 4000 18 490892 498300 04892 19569 Reinf 6170 ksi(62 ksi)




Section Tip Diain

Areain2

Iin4

rin

Cin

ICin3

Jin4

ItQin2

win

wt

L1 243702 141714 10152211 84534 121920 832694 20317780 70871 38940 20768271830 158199 14123200 94368 135992 1038535 28264984 79115 43815 23368

L2 271830 210436 18698421 94146 135992 1374969 37421446 105238 42715 17086358141 277884 43055913 124321 179172 2403055 86168481 138968 57675 2307

L3 352944 333391 47586642 119323 172337 2761248 95235899 166727 54207 17346429119 416067 92493804 148914 214681 4308434 18510931

4208073 68878 22041

L4 422771 479523 98330478 143021 206566 4760251 196790341

239807 64966 17324

445808 518098 124021775

154526 223030 5560767 248206741

259098 70670 18845

L5 445808 648397 154533190

154188 223030 6928808 309269719

324260 68992 14669

498465 725811 216755604

172597 249373 8692021 433796420

362974 78119 16609

L6 498465 754653 225193878

172530 249373 9030400 450684072

377398 77787 159

505987 766156 235649546

175160 253136 9309192 471609166

383151 79091 16167

TowerElevation

ft

GussetArea

(per face)

ft2

GussetThickness

in


AdjustFactor

Ar


Diagonalsin


Horizontalsin

L1 145000-130000

1 1 1

L2 130000-84750

1 1 1

L3 84750-44250

1 1 1

L4 44250-32000

1 1 1

L5 32000-4000

1 1 1

L6 4000-0000

1 1 1


Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight



00000000000000000000

00000000000000000000


00000000000000000000

00000000000000000000

HB114-1-08U4-M5J(114)


00000000000000000000

00010001000100010001


00000000000000000000

00000000000000000000



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight


Face)114000 - 0000 2 No Ice


01980298039805980998

00010002000400110030

HB158-1-08U8-S8J18(1-58)



01980298039805980998

00010003000500110031


00000000000000000000

00010001000100010001

FB-L98B-002-75000(38)


00000000000000000000

00000000000000000000

WR-VG86ST-BRD(34)


00000000000000000000

00010001000100010001



01630263036205620962

00010003000500100029



00000000000000000000

00010003000500110030



00000000000000000000

00000001000200070023


00000000000000000000

00010001000100010001

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001


00000000000000000000

00010001000100010001



00000000000000000000

00010002000400110030

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001

1 14 Flat


Face)35000 - 0000 1 No Ice

12 Ice1 Ice

020803190431

000100020004



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight

klf2 Ice4 Ice

06531097

00080020


TowerSectio

n

TowerElevation

ft

Face AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

000000000000

000000000000

000000000000

0000000018878

000000001030

L3 84750-44250 ABC

000000000000

000000000000

000000000000

0000000030638

000000001836

L4 44250-32000 ABC

000000000000

000000000000

000000000000

000000009892

000000000559

L5 32000-4000 ABC

000000000000

000000000000

000000000000

0000000027015

000000001299

L6 4000-0000 ABC

000000000000

000000000000

000000000000

000000003859

000000000186


TowerSectio

n

TowerElevation

ft

Faceor

Leg

IceThickness

in

AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

1187 000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

1151 000000000000

000000000000

000000000000

0000000041211

000000003055

L3 84750-44250 ABC

1083 000000000000

000000000000

000000000000

0000000067937

000000005597

L4 44250-32000 ABC

1017 000000000000

000000000000

000000000000

0000000021231

000000001607

L5 32000-4000 ABC

1000 000000000000

000000000000

000000000000

0000000055638

000000003455

L6 4000-0000 ABC

1000 000000000000

000000000000

000000000000

000000007948

000000000494


Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L1 145000-130000 00000 00000 00000 00000L2 130000-84750 -04915 02838 -08739 05046L3 84750-44250 -07953 04591 -13770 07950



Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L4 44250-32000 -08563 04944 -14667 08468L5 32000-4000 -10035 05794 -16591 09579L6 4000-0000 -10156 05864 -16954 09788


Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

LLPX310R-V1 w Mount

PipeA From Leg 4000

00002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


B From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


C From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

01260177023703830778

01260177023703830778

00010002000500140052


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

180419882180

077809181067

003300450058



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

25893512

13912143

00940201


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

APXVSPP18-C-A20 w


00000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752




Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

00000000

12Ice

1 Ice2 Ice4 Ice

5014531659487314

1920214526223680

0097012802010397

TD-RRH8x20-25 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

TD-RRH8x20-25 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

IBC1900BB-1 A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820

800MHz 2X50W RRH


0000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


A From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


B From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


B From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


C From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


C From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


1 Ice2 Ice4 Ice

439054806570875013110

439054806570875013110

01950237028003650534

BXA-800634CFx5 w


00000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573


B From Leg 400000000000

0000 114000 No Ice12Ice

539958446299

361642174834

002800700118



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

72409261

61619183

02330573


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573

KS24019-L112A A From Leg 400000002000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

01560225030204840951

01560225030204840951

00050007000900180056

(2) FD9R60042C-3L A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455

(2) FD9R60042C-3L B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063

(2) FD9R60042C-3L C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939

RRH2x60-700 A From Leg 40000000

0000 114000 No Ice12

39574272

18162075

00600083



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


459652716722

236029574253

010901730354

RRH2x60-700 B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354

RRH2x60-700 C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874

RRUS 11 B2 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

(2) RRUS-11 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice

32493491374142685426

13731551173821383042

00480068009201500310



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

DC6-48-60-18-8F A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14671667187823333378

14671667187823333378

00190037005701050239


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

ERICSSON AIR 21 B2A


00001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


B From Leg 400000001000

0000 94000 No Ice12Ice

682573477863

564264807257

011201690233



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

892611175

886412293

03830807


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806

KRY 112 1441 A From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 B From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 C From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


A From Leg 40000000

0000 94000 No Ice12

1168312404

984211366

00830173



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


131351460117875

129141526720139

027305061151


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151

RRUS 11 B12 A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

58532A C From Leg 400000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

02210290036705481014

02210290036705481014

00000003000600170060


C From Leg 200000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

08501140143020103170

16702340301043507030

00650079009301210177

Dishes

Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight


wShroud (HP)FromLeg

10000000

0000 133000 2917 No Ice12 Ice

66807070

00480080



Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight

K6000 1 Ice

2 Ice4 Ice

746082309780

012001900340


FromLeg

100000006000


66807070746082309780

00480080012001900340


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0025 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0023 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0020 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0017 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0016 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0016 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0005 11867 34698 ABC

000000000000

346983469834698

34698 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0005 11512 125653 ABC

000000000000

125653125653125653

125653 100001000010000

000000000000

00000000

41211L3 84750-

4425064300 121 0004 10833 137739 A

BC

000000000000

137739137739137739

137739 100001000010000

000000000000

00000000

67937L4 44250-

3200038071 1042 0004 10173 45872 A

BC

000000000000

458724587245872

45872 100001000010000

000000000000

00000000

21231L5 32000-

400017740 1 0004 10000 113158 A

BC

000000000000

113158113158113158

113158 100001000010000

000000000000

00000000

55638L6 4000-0000 1995 1 0004 10000 17153 A 0000 17153 17153 10000 0000 0000



SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

BC

00000000

1715317153

1000010000

00000000

00007948


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0010 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0009 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0008 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0007 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0006 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0006 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859

Load Combinations

CombNo

Description




CombNo

Description



Section

No

Elevationft

ComponentType

Condition GovLoad

Comb

Force

K

Major AxisMoment

kip-ft

Minor AxisMoment





Max Torque 5 0933L3 8475 -

4425Pole Max Tension 1 0000 0000 0000








Max Torque 8 -0809

Maximum Reactions




Comb

VerticalK

Horizontal XK

Horizontal ZK



Min Torsion 8 -0809 0035 -33600


LoadCombination

Vertical

K

Shearx

K

Shearz

K


kip-ft


kip-ft

Torque


38481 11313 6565 650805 -1114706 0066


38481 6512 11390 1129609 -638885 0281


38481 -0014 13124 1300682 5968 0318


38481 -6517 11364 1126779 647461 0274


38481 -11270 6586 655391 1115580 0203


38481 -13041 -0006 1582 1291178 0145


38481 -11302 -6559 -646832 1119356 -0065


38481 -6526 -11350 -1120802 647133 -0258



Solution Summary

LoadComb


KPYK

PZK

PXK

PYK

PZK

1 0000 -38481 0000 0000 38481 0000 00002 0101 -38481 -33547 -0101 38481 33546 00033 16721 -38481 -29071 -16721 38481 29071 00004 28930 -38481 -16830 -28930 38481 16830 00005 33455 -38481 -0067 -33455 38481 0067 00016 28961 -38481 16808 -28961 38481 -16808 00007 16670 -38481 29158 -16670 38481 -29158 00008 -0035 -38481 33600 0035 38481 -33600 00019 -16684 -38481 29092 16684 38481 -29092 000010 -28851 -38481 16861 28851 38481 -16861 000011 -33386 -38481 -0015 33386 38481 0015 000112 -28933 -38481 -16792 28933 38481 16792 000013 -16706 -38481 -29057 16706 38481 29057 000014 0000 -68650 0000 -0000 68650 0000 000015 0024 -68650 -9807 -0024 68650 9806 000116 4888 -68650 -8497 -4888 68650 8496 000117 8459 -68650 -4916 -8459 68650 4916 000118 9782 -68650 -0015 -9781 68650 0015 000119 8469 -68650 4913 -8468 68650 -4913 000120 4878 -68650 8520 -4877 68650 -8520 000121 -0007 -68650 9820 0007 68650 -9820 000122 -4879 -68650 8502 4878 68650 -8502 000123 -8440 -68650 4924 8439 68650 -4924 000124 -9764 -68650 -0005 9764 68650 0005 000125 -8462 -68650 -4909 8462 68650 4909 000126 -4887 -68650 -8495 4887 68650 8494 000127 0040 -38481 -13104 -0040 38481 13104 000228 6532 -38481 -11356 -6532 38481 11356 000029 11301 -38481 -6574 -11300 38481 6574 000030 13069 -38481 -0026 -13068 38481 0026 000231 11313 -38481 6566 -11313 38481 -6565 000032 6512 -38481 11390 -6512 38481 -11390 000033 -0014 -38481 13125 0014 38481 -13124 000234 -6517 -38481 11364 6517 38481 -11364 000035 -11270 -38481 6586 11270 38481 -6586 000036 -13041 -38481 -0006 13041 38481 0006 000237 -11302 -38481 -6559 11302 38481 6559 000038 -6526 -38481 -11350 6526 38481 11350 0000


LoadCombination



ForceTolerance






SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 36188 33 1930 0002L2 130 - 8475 30128 33 1924 0002L3 8925 - 4425 14667 33 1581 0001L4 495 - 32 4300 33 0831 0000L5 32 - 4 1749 33 0525 0000L6 4 - 0 0026 33 0063 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe33 27712 1908 0002 20529


Pipe33 23740 1855 0002 8754


Mount Pipe33 16287 1650 0001 4070

77000 58532A 33 10839 1370 0001 3306


SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 92369 8 4931 0006L2 130 - 8475 76907 8 4915 0005L3 8925 - 4425 37454 8 4039 0002L4 495 - 32 10986 8 2122 0001



SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL5 32 - 4 4469 8 1341 0000L6 4 - 0 0067 8 0161 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe8 70742 4872 0005 8170


Pipe8 60608 4737 0004 3471


Mount Pipe8 41589 4215 0002 1609

77000 58532A 8 27682 3499 0001 1303

Compression Checks

Pole Design Data

SectionNo

Elevation

ft

Size L

ft

Lu

ft

Klr Fa

ksi

A

in2

ActualPK

AllowPa

K

RatioP

Pa

L1 145 - 130 (1) TP2677x24x01875 15000 0000 00 39000 158199 -2286 616977 0004L2 130 - 8475 (2) TP3527x2677x025 45250 0000 00 39000 271176 -15890 1057590 0015L3 8475 - 4425

(3)TP4226x339247x03125 45000 0000 00 39000 406421 -23797 1585040 0015

L4 4425 - 32 (4) TP439035x406625x0375 17500 0000 00 39000 518098 -28678 2020580 0014L5 32 - 4 (5) TP490892x439035x0470

328000 0000 00 36324 725811 -37150 2636440 0014

L6 4 - 0 (6) TP4983x490892x04892 4000 0000 00 37020 766156 -38469 2836310 0014


SectionNo

Elevation

ft

Size ActualMx

kip-ft

Actualfbx

ksi

AllowFbx

ksi

Ratiofbx

Fbx

ActualMy

kip-ft

Actualfby

ksi

AllowFby

ksi

Ratiofby

Fby

L1 145 - 130 (1) TP2677x24x01875 21118 2440 39000 0063 0000 0000 39000 0000L2 130 - 8475

(2)TP3527x2677x025 63468

333287 39000 0854 0000 0000 39000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 1752308

51159 39000 1312 0000 0000 39000 0000

L4 4425 - 32 (4) TP439035x406625x0375

2286858

49350 39000 1265 0000 0000 39000 0000

L5 32 - 4 (5) TP490892x439035x04703

3190117

44042 36324 1212 0000 0000 36324 0000

L6 4 - 0 (6) TP4983x490892x04892 3324000

42848 37020 1157 0000 0000 37020 0000




SectionNo

Elevation

ft

Size ActualVK

Actualfv

ksi

AllowFv

ksi

RatiofvFv

ActualT

kip-ft

Actualfvt

ksi

AllowFvt

ksi

Ratiofvt

Fvt

L1 145 - 130 (1) TP2677x24x01875 3732 0236 26000 0018 0218 0012 26000 0000L2 130 - 8475

(2)TP3527x2677x025 26298 0970 26000 0075 0031 0001 26000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 29808 0733 26000 0056 0437 0006 26000 0000

L4 4425 - 32 (4) TP439035x406625x0375

31190 0602 26000 0046 0549 0006 26000 0000

L5 32 - 4 (5) TP490892x439035x04703

33320 0459 24216 0038 0774 0005 24216 0000

L6 4 - 0 (6) TP4983x490892x04892 33613 0439 24680 0036 0809 0005 24680 0000


SectionNo

Elevation

ft

RatioP

Pa

Ratiofbx

Fbx

Ratiofby

Fby

RatiofvFv

Ratiofvt

Fvt

CombStressRatio

AllowStressRatio

Criteria

L1 145 - 130 (1) 0004 0063 0000 0018 0000 0066 1333H1-3+VT

L2 130 - 8475(2)

0015 0854 0000 0075 0000 0870 1333H1-3+VT

L3 8475 - 4425(3)

0015 1312 0000 0056 0000 1328 1333H1-3+VT

L4 4425 - 32 (4) 0014 1265 0000 0046 0000 1280 1333H1-3+VT

L5 32 - 4 (5) 0014 1212 0000 0038 0000 1227 1333H1-3+VT

L6 4 - 0 (6) 0014 1157 0000 0036 0000 1171 1333H1-3+VT


SectionNo

Elevationft

ComponentType


PK

SFPallow

K

CapacityPassFail



RATING = 996 Pass



APPENDIX B

BASE LEVEL DRAWING



APPENDIX C








Dwg No E-1

1450 ft

1300 ft

848 ft

443 ft

320 ft

40 ft

00 ft


34 KSHEAR

3324 kip-ftMOMENT

38 KAXIAL


10 KSHEAR

1016 kip-ftMOMENT

69 KAXIAL

Se

ctio

n1

23

45

6

Le

ng

th(f

t)1

50

00

45

25

04

50

00

17

50

02

80

00

40

00

Nu

mb

er

ofS

ide

s1

81

81

81

81

81

8

Th

ickn

ess

(in

)0

18

75

02

50

00

31

25

03

75

00

47

03

04

89

2

So

cke

tL

en

gth

(ft)

45

00

52

50

To

pD

ia(i

n)

24

00

00

26

77

00

33

92

47

40

66

25

43

90

35

49

08

92

Bo

tD

ia(i

n)

26

77

00

35

27

00

42

26

00

43

90

35

49

08

92

49

83

00

Gra

de

A6

07

-65

Re

inf6

05

4ks

iR

ein

f6

17

0ks

i

We

igh

t(K

)0

83

85

73

06

51

02

08














HORIZON COMPACT 133

HORIZON COMPACT 133

TIMING 2000 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133





VHLP25-11 133

VHLP25-11 133





TD-RRH8x20-25 124

TD-RRH8x20-25 124

TD-RRH8x20-25 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900HG-2A 124

IBC1900HG-2A 124

IBC1900HG-2A 124















KS24019-L112A 114

(2) FD9R60042C-3L 114

DB-T1-6Z-8AB-0Z 114

(2) FD9R60042C-3L 114

(2) FD9R60042C-3L 114





RRH2x60-700 114

RRH2x60-700 114

RRH2x60-700 114




RRH2X60-PCS 114

RRH2X60-PCS 114

RRH2X60-PCS 114

DB-T1-6Z-8AB-0Z 114



(2) 777000 w Mount Pipe 105


105


105


105

RRUS 11 B2 105

RRUS 11 B2 105

RRUS 11 B2 105

(2) RRUS-11 105

(2) RRUS-11 105

(2) RRUS-11 105

(4) LGP2140X 105

(4) LGP2140X 105

(4) LGP2140X 105

DC6-48-60-18-8F 105





(2) 777000 w Mount Pipe 105

(2) 777000 w Mount Pipe 105


94


94


94


94

KRY 112 1441 94

KRY 112 1441 94

KRY 112 1441 94


6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94




RRUS 11 B12 94

RRUS 11 B12 94

RRUS 11 B12 94


94


94

58532A 77






Site Data

BU F


App 38 kips

34 kips

Qty 16





Bolt Circle 57 in

Anchor Spacing 6 in












Height in

Thick in

Notch in

Grade ksi

Weld str ksi

Pole Data

Diam 4983 in

Thick 0375 in

Grade 65 ksi




Plate Data




881364



Unfactored Moment M

TIA Revision

Base Reactions


Site Data














No Prying 1354




Weld str ksi




ASIF 1333




881364

Newington


Pole Data

Bolt Data

Plate Data


Reactions


Job Number 37515-07570067805 Page 1















εc = 0003 inin












Number of Sides =

Thickness = in

Fy = ksi






1 12 125 34 Sand 12

2 16 125 30 Sand 12000 28

3

4

5

6

7

8

9

10

11

12















Site Data


App 7119 kipsComp



130 Mu 4546828 ft-kips130 Pu 92547 kips

Concrete70 ft

55418 in23000 psi60 ksi



11141 in D


28




(3)(Sqrt(fc)Fy 00027200 Fy 00033



Provided Rho 079 OK





000 ft-kips 674

Case 1 Case 2



Material Properties

Number of Bars =



at Mu=(φ=065)Mn=








Bar Area =

Pier Properties

Pier Diameter =



Concrete Area =



Max Service Shaft P







BU 881364Newington



Clear Cover to Tie=

Mu Mu

EQ EQ


T-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

TITLE SHEET

SHEET INDEX


T-1 TITLE SHEET

S-1 GENERAL NOTES





S-5 MI CHECKLIST

PROJECT CONTACTS

STRUCTURE OWNER

CROWN CASTLE


PH (518) 373-3510



PH (860) 209-0104

ENGINEER OF RECORD

PJFMODPJFWEBCOM


SHAFT REINFORCING



HIGH STRENGTH GROUT



BU 881364 NEWINGTON

123 COSTELO ROAD


HARTFORD COUNTY

LAT 41deg 39 1872 LONG -72deg 43 1719

APP 309450 REV 0 WO 1128584

WIND DESIGN DATA


LOCAL CODE


CODE


80 MPH

ICE THICKNESS 10 IN







S-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

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GENERAL NOTES


1 GENERAL NOTES








































2 STRUCTURAL STEEL
































3 BASE PLATE GROUT







































S-2A

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

FORGBolttrade

DETAILS



(SEE CHART)

1

S-2A


2

S-2A




DISTRIBUTOR CONTACT


PHONE 888-926-4857





KNURLED CONE

BOLT HEAD

SHEAR ZONE

SILICONE BAND

COLOR-CODED WRAP

(SEE CHART)

INTEGRAL SHEAR

SLEEVE

SILICONE BAND

BOLT THREADS

HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1


HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1

BOLT THREADS




SHEAR PLANE(S)



SHEAR SLEEVE

FLARED END

NEW SHAFT

REINFORCING

NEW SHIM PLATE

(AS NECESSARY)

EXISTING

POLE SHAFT

INTEGRAL SHEAR

SLEEVE

BOLT SHEAR ZONE


INSTALLATION NOTES








BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM






FORGBolttrade



GROUP A

FORGBolttrade

Size

(mm)

Overall

Length

(inches)

Estimated

Weight

Each (lbs)

Grip

Range

(inch)

Comment

Color

Code

FORGBolttrade

A325 - P

C88

1

135 531 13 38 to 1 -- RED

2

160 630 16 34 to 1-12 -- GREEN

3

195 768 19 1-14 to 2-14 -- BLUE

4

260 1024 26 2 to 3-12

Splice Bolt

YELLOW

5

365 1437 36 3-12 to 5-12

Flange Jump Bolt

ORANGE

6

440 1732 43 5-12 to 8-12

Flange Jump Bolt

BLACK

DTI

Note



S-2B

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

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NEXGEN2trade BOLT

DETAIL


ALLFASTENERS



PHONE 440-232-6060




OUTERMOST

SHEAR

PLANE

1

S-2B


1

POLE SHAFT

SHIM PLATE

(AS NECESSARY)

SHAFT REINFORCING





1

GRIP


29mm OD







NEXGEN2trade WASHER



trade




HIGH TENSILE STEEL

COIL SPRING





POLE SHAFT WALL





MAXIMUM)






INSTRUCTIONS


BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM





















1

S-3

POLE ELEVATION


EXISTING STEP BOLT

(TYP)

S-3

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

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co

m

MONOPOLE

PROFILE

1

S-4






MODIFICATIONS




REINFORCING


A

B

C



SHAFT

SECTION

SECTION

LENGTH

(FT)

PLATE

THICKNESS

(IN)

LAP

SPLICE

(IN)


(IN)

TOP BOTTOM

1 1500 01875 24000 26770 65 18-SIDED

2 4525 02500

5400

26770 35270 65 18-SIDED

3 4500 03125

6300

33925 42260 65 18-SIDED

4 4950 03750 40663 49830 65 18-SIDED

POLE

GRADE

(ksi)

POLE

SHAPE

0

SEE CHART

SEE CHART

44-3

77-0

CL MOUNT

82-0

CL MOUNT

84-9

87-0

CL MOUNT

94-0

CL MOUNT

105-0

CL MOUNT

114-0

CL MOUNT

122-0

CL MOUNT

124-0

CL MOUNT

130-0

133-0

CL MOUNT

145-0

C

A

2

S-3

SECTION

1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


(TYP)

NEW APPROVED BLIND

BOLT (TYP)

EXISTING POLE SHAFT

2

S-3

D

D

58

CJP BACKGOUGE TYP

58

38

38

5

1-0

1

1

4

1 CHAMFER

1 (78)

TYP

EDGE OF NEW BEARING

PLATE TO MATCH EDGE


1

S-4



EXISTING BASE

PLATE

EXISTING ANCHOR ROD

(TYP)



PREPARE EDGE FOR

WELD (TYP)



6 12 MIN

6-6

58

1 14

MA

TC

H E

XIS

TIN

G P

OL

E T

AP

ER

2

1-0










TYP

S-4

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

BASE PLATE

DETAILS

ANCHOR RODS

BASE PLATE












1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


TS1 (TYP)

NEW BEARING PLATE

P1 (TYP)

NEW APPROVED BLIND

BOLT (TYP)


(TYP)

EXISTING POLE SHAFT



EXISTING HIGH PORT

(TYP AT 180deg)

S-5

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MI CHECKLIST

MI CHECKLIST



REPORT ITEM

PRE-CONSTRUCTION


X EOR REVIEW



X




X PACKING SLIPS


CONSTRUCTION







NA






NA




POST-CONSTRUCTION



NA



X PHOTOGRAPHS





1 GENERAL







AT ALL TIMES








2 MI INSPECTOR




INSPECTIONS













4 RECOMMENDATIONS













ON SITE























8 PHOTOGRAPHS





813 RAW MATERIALS
































96 GENERAL






99 STRUCTURAL STEEL



QUESTION











910 WELDING




D11







SPECIFICATIONS
















911 REPORTS











ACCEPTABLE













Site ID CT11782A


Newington CT 06111

September 23 2015








September 23 2015












CALCULATIONS















































Site Total MPE 1412


Site Total 1412



Height (feet)

Total Power Density

(microWcm2)

Frequency (MHz)

Allowable MPE

(microWcm2)

Calculated MPE


T-Mobile 700 MHz LTE 1 86521 95 393 700 467 084



Total 508



Summary





508

Site Total 1412







TABLE OF CONTENTS

1) INTRODUCTION









1) INTRODUCTION





MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

940 9503 commscope




MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

1330


62

51612

1


1350


Pipe


3samsung



1240 1240


4 1-14 1


Mount Pipe


Mount Pipe




1220





WFILTER



MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

1140

1160 1 lucent KS24019-L112A - - 1

1140


1 1-58 2




Pipe



Mount Pipe131

1-5812




1050 1050


1221

1-583438

1

6 ericsson RRUS-11

3kmw


w Mount Pipe

6powerwave


12powerwave


1 raycap DC6-48-60-18-8F


940

950


B4P w Mount Pipe


B2P w Mount Pipe
















Summit 5153 8111999 1425473 CCISITES


Summit 5153 8101999 1425417 CCISITES

31) Analysis Method


32) Assumptions







4) ANALYSIS RESULTS


SectionNo


TypeSize

CriticalElement

P (K)SFP_allow

(K)

CapacityPass Fail

L1 145 - 130 Pole TP2677x24x01875 1 -2286 822430 50 Pass

L2 130 - 8475 Pole TP3527x2677x025 2 -15890 1409767 653 Pass

L3 8475 - 4425 Pole TP4226x339247x03125 3 -23797 2112858 996 Pass

L4 4425 - 32 Pole TP439035x406625x0375 4 -28678 2693433 960 Pass

L5 32 - 4 Pole TP490892x439035x04703 5 -37150 3514374 920 Pass

L6 4 - 0 Pole TP4983x490892x04892 6 -38469 3780801 879 Pass

Summary

Pole (L3) 996 Pass

Rating = 996 Pass





1Base Foundation

Steel0 674 Pass


0 756 Pass





41) Recommendations




APPENDIX A

TNXTOWER OUTPUT



Tower Input Data



not considered

Options






Capacity Exemption


Section Elevation

ft

SectionLength

ft

SpliceLength

ft

Numberof

Sides

TopDiameter

in

BottomDiameter

in

WallThickness

in

BendRadius

in

Pole Grade

L1 145000-130000

15000 0000 18 240000 267700 01875 07500 A607-65(65 ksi)

L2 130000-84750

45250 4500 18 267700 352700 02500 10000 A607-65(65 ksi)

L3 84750-44250 45000 5250 18 339247 422600 03125 12500 A607-65(65 ksi)

L4 44250-32000 17500 0000 18 406625 439035 03750 15000 A607-65(65 ksi)

L5 32000-4000 28000 0000 18 439035 490892 04703 18814 Reinf 6054 ksi(61 ksi)

L6 4000-0000 4000 18 490892 498300 04892 19569 Reinf 6170 ksi(62 ksi)




Section Tip Diain

Areain2

Iin4

rin

Cin

ICin3

Jin4

ItQin2

win

wt

L1 243702 141714 10152211 84534 121920 832694 20317780 70871 38940 20768271830 158199 14123200 94368 135992 1038535 28264984 79115 43815 23368

L2 271830 210436 18698421 94146 135992 1374969 37421446 105238 42715 17086358141 277884 43055913 124321 179172 2403055 86168481 138968 57675 2307

L3 352944 333391 47586642 119323 172337 2761248 95235899 166727 54207 17346429119 416067 92493804 148914 214681 4308434 18510931

4208073 68878 22041

L4 422771 479523 98330478 143021 206566 4760251 196790341

239807 64966 17324

445808 518098 124021775

154526 223030 5560767 248206741

259098 70670 18845

L5 445808 648397 154533190

154188 223030 6928808 309269719

324260 68992 14669

498465 725811 216755604

172597 249373 8692021 433796420

362974 78119 16609

L6 498465 754653 225193878

172530 249373 9030400 450684072

377398 77787 159

505987 766156 235649546

175160 253136 9309192 471609166

383151 79091 16167

TowerElevation

ft

GussetArea

(per face)

ft2

GussetThickness

in


AdjustFactor

Ar


Diagonalsin


Horizontalsin

L1 145000-130000

1 1 1

L2 130000-84750

1 1 1

L3 84750-44250

1 1 1

L4 44250-32000

1 1 1

L5 32000-4000

1 1 1

L6 4000-0000

1 1 1


Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight



00000000000000000000

00000000000000000000


00000000000000000000

00000000000000000000

HB114-1-08U4-M5J(114)


00000000000000000000

00010001000100010001


00000000000000000000

00000000000000000000



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight


Face)114000 - 0000 2 No Ice


01980298039805980998

00010002000400110030

HB158-1-08U8-S8J18(1-58)



01980298039805980998

00010003000500110031


00000000000000000000

00010001000100010001

FB-L98B-002-75000(38)


00000000000000000000

00000000000000000000

WR-VG86ST-BRD(34)


00000000000000000000

00010001000100010001



01630263036205620962

00010003000500100029



00000000000000000000

00010003000500110030



00000000000000000000

00000001000200070023


00000000000000000000

00010001000100010001

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001


00000000000000000000

00010001000100010001



00000000000000000000

00010002000400110030

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001

1 14 Flat


Face)35000 - 0000 1 No Ice

12 Ice1 Ice

020803190431

000100020004



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight

klf2 Ice4 Ice

06531097

00080020


TowerSectio

n

TowerElevation

ft

Face AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

000000000000

000000000000

000000000000

0000000018878

000000001030

L3 84750-44250 ABC

000000000000

000000000000

000000000000

0000000030638

000000001836

L4 44250-32000 ABC

000000000000

000000000000

000000000000

000000009892

000000000559

L5 32000-4000 ABC

000000000000

000000000000

000000000000

0000000027015

000000001299

L6 4000-0000 ABC

000000000000

000000000000

000000000000

000000003859

000000000186


TowerSectio

n

TowerElevation

ft

Faceor

Leg

IceThickness

in

AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

1187 000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

1151 000000000000

000000000000

000000000000

0000000041211

000000003055

L3 84750-44250 ABC

1083 000000000000

000000000000

000000000000

0000000067937

000000005597

L4 44250-32000 ABC

1017 000000000000

000000000000

000000000000

0000000021231

000000001607

L5 32000-4000 ABC

1000 000000000000

000000000000

000000000000

0000000055638

000000003455

L6 4000-0000 ABC

1000 000000000000

000000000000

000000000000

000000007948

000000000494


Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L1 145000-130000 00000 00000 00000 00000L2 130000-84750 -04915 02838 -08739 05046L3 84750-44250 -07953 04591 -13770 07950



Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L4 44250-32000 -08563 04944 -14667 08468L5 32000-4000 -10035 05794 -16591 09579L6 4000-0000 -10156 05864 -16954 09788


Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

LLPX310R-V1 w Mount

PipeA From Leg 4000

00002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


B From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


C From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

01260177023703830778

01260177023703830778

00010002000500140052


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

180419882180

077809181067

003300450058



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

25893512

13912143

00940201


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

APXVSPP18-C-A20 w


00000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752




Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

00000000

12Ice

1 Ice2 Ice4 Ice

5014531659487314

1920214526223680

0097012802010397

TD-RRH8x20-25 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

TD-RRH8x20-25 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

IBC1900BB-1 A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820

800MHz 2X50W RRH


0000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


A From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


B From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


B From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


C From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


C From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


1 Ice2 Ice4 Ice

439054806570875013110

439054806570875013110

01950237028003650534

BXA-800634CFx5 w


00000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573


B From Leg 400000000000

0000 114000 No Ice12Ice

539958446299

361642174834

002800700118



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

72409261

61619183

02330573


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573

KS24019-L112A A From Leg 400000002000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

01560225030204840951

01560225030204840951

00050007000900180056

(2) FD9R60042C-3L A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455

(2) FD9R60042C-3L B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063

(2) FD9R60042C-3L C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939

RRH2x60-700 A From Leg 40000000

0000 114000 No Ice12

39574272

18162075

00600083



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


459652716722

236029574253

010901730354

RRH2x60-700 B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354

RRH2x60-700 C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874

RRUS 11 B2 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

(2) RRUS-11 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice

32493491374142685426

13731551173821383042

00480068009201500310



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

DC6-48-60-18-8F A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14671667187823333378

14671667187823333378

00190037005701050239


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

ERICSSON AIR 21 B2A


00001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


B From Leg 400000001000

0000 94000 No Ice12Ice

682573477863

564264807257

011201690233



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

892611175

886412293

03830807


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806

KRY 112 1441 A From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 B From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 C From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


A From Leg 40000000

0000 94000 No Ice12

1168312404

984211366

00830173



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


131351460117875

129141526720139

027305061151


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151

RRUS 11 B12 A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

58532A C From Leg 400000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

02210290036705481014

02210290036705481014

00000003000600170060


C From Leg 200000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

08501140143020103170

16702340301043507030

00650079009301210177

Dishes

Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight


wShroud (HP)FromLeg

10000000

0000 133000 2917 No Ice12 Ice

66807070

00480080



Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight

K6000 1 Ice

2 Ice4 Ice

746082309780

012001900340


FromLeg

100000006000


66807070746082309780

00480080012001900340


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0025 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0023 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0020 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0017 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0016 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0016 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0005 11867 34698 ABC

000000000000

346983469834698

34698 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0005 11512 125653 ABC

000000000000

125653125653125653

125653 100001000010000

000000000000

00000000

41211L3 84750-

4425064300 121 0004 10833 137739 A

BC

000000000000

137739137739137739

137739 100001000010000

000000000000

00000000

67937L4 44250-

3200038071 1042 0004 10173 45872 A

BC

000000000000

458724587245872

45872 100001000010000

000000000000

00000000

21231L5 32000-

400017740 1 0004 10000 113158 A

BC

000000000000

113158113158113158

113158 100001000010000

000000000000

00000000

55638L6 4000-0000 1995 1 0004 10000 17153 A 0000 17153 17153 10000 0000 0000



SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

BC

00000000

1715317153

1000010000

00000000

00007948


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0010 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0009 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0008 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0007 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0006 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0006 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859

Load Combinations

CombNo

Description




CombNo

Description



Section

No

Elevationft

ComponentType

Condition GovLoad

Comb

Force

K

Major AxisMoment

kip-ft

Minor AxisMoment





Max Torque 5 0933L3 8475 -

4425Pole Max Tension 1 0000 0000 0000








Max Torque 8 -0809

Maximum Reactions




Comb

VerticalK

Horizontal XK

Horizontal ZK



Min Torsion 8 -0809 0035 -33600


LoadCombination

Vertical

K

Shearx

K

Shearz

K


kip-ft


kip-ft

Torque


38481 11313 6565 650805 -1114706 0066


38481 6512 11390 1129609 -638885 0281


38481 -0014 13124 1300682 5968 0318


38481 -6517 11364 1126779 647461 0274


38481 -11270 6586 655391 1115580 0203


38481 -13041 -0006 1582 1291178 0145


38481 -11302 -6559 -646832 1119356 -0065


38481 -6526 -11350 -1120802 647133 -0258



Solution Summary

LoadComb


KPYK

PZK

PXK

PYK

PZK

1 0000 -38481 0000 0000 38481 0000 00002 0101 -38481 -33547 -0101 38481 33546 00033 16721 -38481 -29071 -16721 38481 29071 00004 28930 -38481 -16830 -28930 38481 16830 00005 33455 -38481 -0067 -33455 38481 0067 00016 28961 -38481 16808 -28961 38481 -16808 00007 16670 -38481 29158 -16670 38481 -29158 00008 -0035 -38481 33600 0035 38481 -33600 00019 -16684 -38481 29092 16684 38481 -29092 000010 -28851 -38481 16861 28851 38481 -16861 000011 -33386 -38481 -0015 33386 38481 0015 000112 -28933 -38481 -16792 28933 38481 16792 000013 -16706 -38481 -29057 16706 38481 29057 000014 0000 -68650 0000 -0000 68650 0000 000015 0024 -68650 -9807 -0024 68650 9806 000116 4888 -68650 -8497 -4888 68650 8496 000117 8459 -68650 -4916 -8459 68650 4916 000118 9782 -68650 -0015 -9781 68650 0015 000119 8469 -68650 4913 -8468 68650 -4913 000120 4878 -68650 8520 -4877 68650 -8520 000121 -0007 -68650 9820 0007 68650 -9820 000122 -4879 -68650 8502 4878 68650 -8502 000123 -8440 -68650 4924 8439 68650 -4924 000124 -9764 -68650 -0005 9764 68650 0005 000125 -8462 -68650 -4909 8462 68650 4909 000126 -4887 -68650 -8495 4887 68650 8494 000127 0040 -38481 -13104 -0040 38481 13104 000228 6532 -38481 -11356 -6532 38481 11356 000029 11301 -38481 -6574 -11300 38481 6574 000030 13069 -38481 -0026 -13068 38481 0026 000231 11313 -38481 6566 -11313 38481 -6565 000032 6512 -38481 11390 -6512 38481 -11390 000033 -0014 -38481 13125 0014 38481 -13124 000234 -6517 -38481 11364 6517 38481 -11364 000035 -11270 -38481 6586 11270 38481 -6586 000036 -13041 -38481 -0006 13041 38481 0006 000237 -11302 -38481 -6559 11302 38481 6559 000038 -6526 -38481 -11350 6526 38481 11350 0000


LoadCombination



ForceTolerance






SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 36188 33 1930 0002L2 130 - 8475 30128 33 1924 0002L3 8925 - 4425 14667 33 1581 0001L4 495 - 32 4300 33 0831 0000L5 32 - 4 1749 33 0525 0000L6 4 - 0 0026 33 0063 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe33 27712 1908 0002 20529


Pipe33 23740 1855 0002 8754


Mount Pipe33 16287 1650 0001 4070

77000 58532A 33 10839 1370 0001 3306


SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 92369 8 4931 0006L2 130 - 8475 76907 8 4915 0005L3 8925 - 4425 37454 8 4039 0002L4 495 - 32 10986 8 2122 0001



SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL5 32 - 4 4469 8 1341 0000L6 4 - 0 0067 8 0161 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe8 70742 4872 0005 8170


Pipe8 60608 4737 0004 3471


Mount Pipe8 41589 4215 0002 1609

77000 58532A 8 27682 3499 0001 1303

Compression Checks

Pole Design Data

SectionNo

Elevation

ft

Size L

ft

Lu

ft

Klr Fa

ksi

A

in2

ActualPK

AllowPa

K

RatioP

Pa

L1 145 - 130 (1) TP2677x24x01875 15000 0000 00 39000 158199 -2286 616977 0004L2 130 - 8475 (2) TP3527x2677x025 45250 0000 00 39000 271176 -15890 1057590 0015L3 8475 - 4425

(3)TP4226x339247x03125 45000 0000 00 39000 406421 -23797 1585040 0015

L4 4425 - 32 (4) TP439035x406625x0375 17500 0000 00 39000 518098 -28678 2020580 0014L5 32 - 4 (5) TP490892x439035x0470

328000 0000 00 36324 725811 -37150 2636440 0014

L6 4 - 0 (6) TP4983x490892x04892 4000 0000 00 37020 766156 -38469 2836310 0014


SectionNo

Elevation

ft

Size ActualMx

kip-ft

Actualfbx

ksi

AllowFbx

ksi

Ratiofbx

Fbx

ActualMy

kip-ft

Actualfby

ksi

AllowFby

ksi

Ratiofby

Fby

L1 145 - 130 (1) TP2677x24x01875 21118 2440 39000 0063 0000 0000 39000 0000L2 130 - 8475

(2)TP3527x2677x025 63468

333287 39000 0854 0000 0000 39000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 1752308

51159 39000 1312 0000 0000 39000 0000

L4 4425 - 32 (4) TP439035x406625x0375

2286858

49350 39000 1265 0000 0000 39000 0000

L5 32 - 4 (5) TP490892x439035x04703

3190117

44042 36324 1212 0000 0000 36324 0000

L6 4 - 0 (6) TP4983x490892x04892 3324000

42848 37020 1157 0000 0000 37020 0000




SectionNo

Elevation

ft

Size ActualVK

Actualfv

ksi

AllowFv

ksi

RatiofvFv

ActualT

kip-ft

Actualfvt

ksi

AllowFvt

ksi

Ratiofvt

Fvt

L1 145 - 130 (1) TP2677x24x01875 3732 0236 26000 0018 0218 0012 26000 0000L2 130 - 8475

(2)TP3527x2677x025 26298 0970 26000 0075 0031 0001 26000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 29808 0733 26000 0056 0437 0006 26000 0000

L4 4425 - 32 (4) TP439035x406625x0375

31190 0602 26000 0046 0549 0006 26000 0000

L5 32 - 4 (5) TP490892x439035x04703

33320 0459 24216 0038 0774 0005 24216 0000

L6 4 - 0 (6) TP4983x490892x04892 33613 0439 24680 0036 0809 0005 24680 0000


SectionNo

Elevation

ft

RatioP

Pa

Ratiofbx

Fbx

Ratiofby

Fby

RatiofvFv

Ratiofvt

Fvt

CombStressRatio

AllowStressRatio

Criteria

L1 145 - 130 (1) 0004 0063 0000 0018 0000 0066 1333H1-3+VT

L2 130 - 8475(2)

0015 0854 0000 0075 0000 0870 1333H1-3+VT

L3 8475 - 4425(3)

0015 1312 0000 0056 0000 1328 1333H1-3+VT

L4 4425 - 32 (4) 0014 1265 0000 0046 0000 1280 1333H1-3+VT

L5 32 - 4 (5) 0014 1212 0000 0038 0000 1227 1333H1-3+VT

L6 4 - 0 (6) 0014 1157 0000 0036 0000 1171 1333H1-3+VT


SectionNo

Elevationft

ComponentType


PK

SFPallow

K

CapacityPassFail



RATING = 996 Pass



APPENDIX B

BASE LEVEL DRAWING



APPENDIX C








Dwg No E-1

1450 ft

1300 ft

848 ft

443 ft

320 ft

40 ft

00 ft


34 KSHEAR

3324 kip-ftMOMENT

38 KAXIAL


10 KSHEAR

1016 kip-ftMOMENT

69 KAXIAL

Se

ctio

n1

23

45

6

Le

ng

th(f

t)1

50

00

45

25

04

50

00

17

50

02

80

00

40

00

Nu

mb

er

ofS

ide

s1

81

81

81

81

81

8

Th

ickn

ess

(in

)0

18

75

02

50

00

31

25

03

75

00

47

03

04

89

2

So

cke

tL

en

gth

(ft)

45

00

52

50

To

pD

ia(i

n)

24

00

00

26

77

00

33

92

47

40

66

25

43

90

35

49

08

92

Bo

tD

ia(i

n)

26

77

00

35

27

00

42

26

00

43

90

35

49

08

92

49

83

00

Gra

de

A6

07

-65

Re

inf6

05

4ks

iR

ein

f6

17

0ks

i

We

igh

t(K

)0

83

85

73

06

51

02

08














HORIZON COMPACT 133

HORIZON COMPACT 133

TIMING 2000 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133





VHLP25-11 133

VHLP25-11 133





TD-RRH8x20-25 124

TD-RRH8x20-25 124

TD-RRH8x20-25 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900HG-2A 124

IBC1900HG-2A 124

IBC1900HG-2A 124















KS24019-L112A 114

(2) FD9R60042C-3L 114

DB-T1-6Z-8AB-0Z 114

(2) FD9R60042C-3L 114

(2) FD9R60042C-3L 114





RRH2x60-700 114

RRH2x60-700 114

RRH2x60-700 114




RRH2X60-PCS 114

RRH2X60-PCS 114

RRH2X60-PCS 114

DB-T1-6Z-8AB-0Z 114



(2) 777000 w Mount Pipe 105


105


105


105

RRUS 11 B2 105

RRUS 11 B2 105

RRUS 11 B2 105

(2) RRUS-11 105

(2) RRUS-11 105

(2) RRUS-11 105

(4) LGP2140X 105

(4) LGP2140X 105

(4) LGP2140X 105

DC6-48-60-18-8F 105





(2) 777000 w Mount Pipe 105

(2) 777000 w Mount Pipe 105


94


94


94


94

KRY 112 1441 94

KRY 112 1441 94

KRY 112 1441 94


6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94




RRUS 11 B12 94

RRUS 11 B12 94

RRUS 11 B12 94


94


94

58532A 77






Site Data

BU F


App 38 kips

34 kips

Qty 16





Bolt Circle 57 in

Anchor Spacing 6 in












Height in

Thick in

Notch in

Grade ksi

Weld str ksi

Pole Data

Diam 4983 in

Thick 0375 in

Grade 65 ksi




Plate Data




881364



Unfactored Moment M

TIA Revision

Base Reactions


Site Data














No Prying 1354




Weld str ksi




ASIF 1333




881364

Newington


Pole Data

Bolt Data

Plate Data


Reactions


Job Number 37515-07570067805 Page 1















εc = 0003 inin












Number of Sides =

Thickness = in

Fy = ksi






1 12 125 34 Sand 12

2 16 125 30 Sand 12000 28

3

4

5

6

7

8

9

10

11

12















Site Data


App 7119 kipsComp



130 Mu 4546828 ft-kips130 Pu 92547 kips

Concrete70 ft

55418 in23000 psi60 ksi



11141 in D


28




(3)(Sqrt(fc)Fy 00027200 Fy 00033



Provided Rho 079 OK





000 ft-kips 674

Case 1 Case 2



Material Properties

Number of Bars =



at Mu=(φ=065)Mn=








Bar Area =

Pier Properties

Pier Diameter =



Concrete Area =



Max Service Shaft P







BU 881364Newington



Clear Cover to Tie=

Mu Mu

EQ EQ


T-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

TITLE SHEET

SHEET INDEX


T-1 TITLE SHEET

S-1 GENERAL NOTES





S-5 MI CHECKLIST

PROJECT CONTACTS

STRUCTURE OWNER

CROWN CASTLE


PH (518) 373-3510



PH (860) 209-0104

ENGINEER OF RECORD

PJFMODPJFWEBCOM


SHAFT REINFORCING



HIGH STRENGTH GROUT



BU 881364 NEWINGTON

123 COSTELO ROAD


HARTFORD COUNTY

LAT 41deg 39 1872 LONG -72deg 43 1719

APP 309450 REV 0 WO 1128584

WIND DESIGN DATA


LOCAL CODE


CODE


80 MPH

ICE THICKNESS 10 IN







S-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

GENERAL NOTES


1 GENERAL NOTES








































2 STRUCTURAL STEEL
































3 BASE PLATE GROUT







































S-2A

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

FORGBolttrade

DETAILS



(SEE CHART)

1

S-2A


2

S-2A




DISTRIBUTOR CONTACT


PHONE 888-926-4857





KNURLED CONE

BOLT HEAD

SHEAR ZONE

SILICONE BAND

COLOR-CODED WRAP

(SEE CHART)

INTEGRAL SHEAR

SLEEVE

SILICONE BAND

BOLT THREADS

HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1


HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1

BOLT THREADS




SHEAR PLANE(S)



SHEAR SLEEVE

FLARED END

NEW SHAFT

REINFORCING

NEW SHIM PLATE

(AS NECESSARY)

EXISTING

POLE SHAFT

INTEGRAL SHEAR

SLEEVE

BOLT SHEAR ZONE


INSTALLATION NOTES








BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM






FORGBolttrade



GROUP A

FORGBolttrade

Size

(mm)

Overall

Length

(inches)

Estimated

Weight

Each (lbs)

Grip

Range

(inch)

Comment

Color

Code

FORGBolttrade

A325 - P

C88

1

135 531 13 38 to 1 -- RED

2

160 630 16 34 to 1-12 -- GREEN

3

195 768 19 1-14 to 2-14 -- BLUE

4

260 1024 26 2 to 3-12

Splice Bolt

YELLOW

5

365 1437 36 3-12 to 5-12

Flange Jump Bolt

ORANGE

6

440 1732 43 5-12 to 8-12

Flange Jump Bolt

BLACK

DTI

Note



S-2B

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

NEXGEN2trade BOLT

DETAIL


ALLFASTENERS



PHONE 440-232-6060




OUTERMOST

SHEAR

PLANE

1

S-2B


1

POLE SHAFT

SHIM PLATE

(AS NECESSARY)

SHAFT REINFORCING





1

GRIP


29mm OD







NEXGEN2trade WASHER



trade




HIGH TENSILE STEEL

COIL SPRING





POLE SHAFT WALL





MAXIMUM)






INSTRUCTIONS


BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM





















1

S-3

POLE ELEVATION


EXISTING STEP BOLT

(TYP)

S-3

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MONOPOLE

PROFILE

1

S-4






MODIFICATIONS




REINFORCING


A

B

C



SHAFT

SECTION

SECTION

LENGTH

(FT)

PLATE

THICKNESS

(IN)

LAP

SPLICE

(IN)


(IN)

TOP BOTTOM

1 1500 01875 24000 26770 65 18-SIDED

2 4525 02500

5400

26770 35270 65 18-SIDED

3 4500 03125

6300

33925 42260 65 18-SIDED

4 4950 03750 40663 49830 65 18-SIDED

POLE

GRADE

(ksi)

POLE

SHAPE

0

SEE CHART

SEE CHART

44-3

77-0

CL MOUNT

82-0

CL MOUNT

84-9

87-0

CL MOUNT

94-0

CL MOUNT

105-0

CL MOUNT

114-0

CL MOUNT

122-0

CL MOUNT

124-0

CL MOUNT

130-0

133-0

CL MOUNT

145-0

C

A

2

S-3

SECTION

1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


(TYP)

NEW APPROVED BLIND

BOLT (TYP)

EXISTING POLE SHAFT

2

S-3

D

D

58

CJP BACKGOUGE TYP

58

38

38

5

1-0

1

1

4

1 CHAMFER

1 (78)

TYP

EDGE OF NEW BEARING

PLATE TO MATCH EDGE


1

S-4



EXISTING BASE

PLATE

EXISTING ANCHOR ROD

(TYP)



PREPARE EDGE FOR

WELD (TYP)



6 12 MIN

6-6

58

1 14

MA

TC

H E

XIS

TIN

G P

OL

E T

AP

ER

2

1-0










TYP

S-4

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

BASE PLATE

DETAILS

ANCHOR RODS

BASE PLATE












1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


TS1 (TYP)

NEW BEARING PLATE

P1 (TYP)

NEW APPROVED BLIND

BOLT (TYP)


(TYP)

EXISTING POLE SHAFT



EXISTING HIGH PORT

(TYP AT 180deg)

S-5

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MI CHECKLIST

MI CHECKLIST



REPORT ITEM

PRE-CONSTRUCTION


X EOR REVIEW



X




X PACKING SLIPS


CONSTRUCTION







NA






NA




POST-CONSTRUCTION



NA



X PHOTOGRAPHS





1 GENERAL







AT ALL TIMES








2 MI INSPECTOR




INSPECTIONS













4 RECOMMENDATIONS













ON SITE























8 PHOTOGRAPHS





813 RAW MATERIALS
































96 GENERAL






99 STRUCTURAL STEEL



QUESTION











910 WELDING




D11







SPECIFICATIONS
















911 REPORTS











ACCEPTABLE













Site ID CT11782A


Newington CT 06111

September 23 2015








September 23 2015












CALCULATIONS















































Site Total MPE 1412


Site Total 1412



Height (feet)

Total Power Density

(microWcm2)

Frequency (MHz)

Allowable MPE

(microWcm2)

Calculated MPE


T-Mobile 700 MHz LTE 1 86521 95 393 700 467 084



Total 508



Summary





508

Site Total 1412







1) INTRODUCTION





MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

940 9503 commscope




MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

1330


62

51612

1


1350


Pipe


3samsung



1240 1240


4 1-14 1


Mount Pipe


Mount Pipe




1220





WFILTER



MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

1140

1160 1 lucent KS24019-L112A - - 1

1140


1 1-58 2




Pipe



Mount Pipe131

1-5812




1050 1050


1221

1-583438

1

6 ericsson RRUS-11

3kmw


w Mount Pipe

6powerwave


12powerwave


1 raycap DC6-48-60-18-8F


940

950


B4P w Mount Pipe


B2P w Mount Pipe
















Summit 5153 8111999 1425473 CCISITES


Summit 5153 8101999 1425417 CCISITES

31) Analysis Method


32) Assumptions







4) ANALYSIS RESULTS


SectionNo


TypeSize

CriticalElement

P (K)SFP_allow

(K)

CapacityPass Fail

L1 145 - 130 Pole TP2677x24x01875 1 -2286 822430 50 Pass

L2 130 - 8475 Pole TP3527x2677x025 2 -15890 1409767 653 Pass

L3 8475 - 4425 Pole TP4226x339247x03125 3 -23797 2112858 996 Pass

L4 4425 - 32 Pole TP439035x406625x0375 4 -28678 2693433 960 Pass

L5 32 - 4 Pole TP490892x439035x04703 5 -37150 3514374 920 Pass

L6 4 - 0 Pole TP4983x490892x04892 6 -38469 3780801 879 Pass

Summary

Pole (L3) 996 Pass

Rating = 996 Pass





1Base Foundation

Steel0 674 Pass


0 756 Pass





41) Recommendations




APPENDIX A

TNXTOWER OUTPUT



Tower Input Data



not considered

Options






Capacity Exemption


Section Elevation

ft

SectionLength

ft

SpliceLength

ft

Numberof

Sides

TopDiameter

in

BottomDiameter

in

WallThickness

in

BendRadius

in

Pole Grade

L1 145000-130000

15000 0000 18 240000 267700 01875 07500 A607-65(65 ksi)

L2 130000-84750

45250 4500 18 267700 352700 02500 10000 A607-65(65 ksi)

L3 84750-44250 45000 5250 18 339247 422600 03125 12500 A607-65(65 ksi)

L4 44250-32000 17500 0000 18 406625 439035 03750 15000 A607-65(65 ksi)

L5 32000-4000 28000 0000 18 439035 490892 04703 18814 Reinf 6054 ksi(61 ksi)

L6 4000-0000 4000 18 490892 498300 04892 19569 Reinf 6170 ksi(62 ksi)




Section Tip Diain

Areain2

Iin4

rin

Cin

ICin3

Jin4

ItQin2

win

wt

L1 243702 141714 10152211 84534 121920 832694 20317780 70871 38940 20768271830 158199 14123200 94368 135992 1038535 28264984 79115 43815 23368

L2 271830 210436 18698421 94146 135992 1374969 37421446 105238 42715 17086358141 277884 43055913 124321 179172 2403055 86168481 138968 57675 2307

L3 352944 333391 47586642 119323 172337 2761248 95235899 166727 54207 17346429119 416067 92493804 148914 214681 4308434 18510931

4208073 68878 22041

L4 422771 479523 98330478 143021 206566 4760251 196790341

239807 64966 17324

445808 518098 124021775

154526 223030 5560767 248206741

259098 70670 18845

L5 445808 648397 154533190

154188 223030 6928808 309269719

324260 68992 14669

498465 725811 216755604

172597 249373 8692021 433796420

362974 78119 16609

L6 498465 754653 225193878

172530 249373 9030400 450684072

377398 77787 159

505987 766156 235649546

175160 253136 9309192 471609166

383151 79091 16167

TowerElevation

ft

GussetArea

(per face)

ft2

GussetThickness

in


AdjustFactor

Ar


Diagonalsin


Horizontalsin

L1 145000-130000

1 1 1

L2 130000-84750

1 1 1

L3 84750-44250

1 1 1

L4 44250-32000

1 1 1

L5 32000-4000

1 1 1

L6 4000-0000

1 1 1


Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight



00000000000000000000

00000000000000000000


00000000000000000000

00000000000000000000

HB114-1-08U4-M5J(114)


00000000000000000000

00010001000100010001


00000000000000000000

00000000000000000000



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight


Face)114000 - 0000 2 No Ice


01980298039805980998

00010002000400110030

HB158-1-08U8-S8J18(1-58)



01980298039805980998

00010003000500110031


00000000000000000000

00010001000100010001

FB-L98B-002-75000(38)


00000000000000000000

00000000000000000000

WR-VG86ST-BRD(34)


00000000000000000000

00010001000100010001



01630263036205620962

00010003000500100029



00000000000000000000

00010003000500110030



00000000000000000000

00000001000200070023


00000000000000000000

00010001000100010001

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001


00000000000000000000

00010001000100010001



00000000000000000000

00010002000400110030

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001

1 14 Flat


Face)35000 - 0000 1 No Ice

12 Ice1 Ice

020803190431

000100020004



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight

klf2 Ice4 Ice

06531097

00080020


TowerSectio

n

TowerElevation

ft

Face AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

000000000000

000000000000

000000000000

0000000018878

000000001030

L3 84750-44250 ABC

000000000000

000000000000

000000000000

0000000030638

000000001836

L4 44250-32000 ABC

000000000000

000000000000

000000000000

000000009892

000000000559

L5 32000-4000 ABC

000000000000

000000000000

000000000000

0000000027015

000000001299

L6 4000-0000 ABC

000000000000

000000000000

000000000000

000000003859

000000000186


TowerSectio

n

TowerElevation

ft

Faceor

Leg

IceThickness

in

AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

1187 000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

1151 000000000000

000000000000

000000000000

0000000041211

000000003055

L3 84750-44250 ABC

1083 000000000000

000000000000

000000000000

0000000067937

000000005597

L4 44250-32000 ABC

1017 000000000000

000000000000

000000000000

0000000021231

000000001607

L5 32000-4000 ABC

1000 000000000000

000000000000

000000000000

0000000055638

000000003455

L6 4000-0000 ABC

1000 000000000000

000000000000

000000000000

000000007948

000000000494


Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L1 145000-130000 00000 00000 00000 00000L2 130000-84750 -04915 02838 -08739 05046L3 84750-44250 -07953 04591 -13770 07950



Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L4 44250-32000 -08563 04944 -14667 08468L5 32000-4000 -10035 05794 -16591 09579L6 4000-0000 -10156 05864 -16954 09788


Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

LLPX310R-V1 w Mount

PipeA From Leg 4000

00002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


B From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


C From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

01260177023703830778

01260177023703830778

00010002000500140052


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

180419882180

077809181067

003300450058



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

25893512

13912143

00940201


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

APXVSPP18-C-A20 w


00000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752




Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

00000000

12Ice

1 Ice2 Ice4 Ice

5014531659487314

1920214526223680

0097012802010397

TD-RRH8x20-25 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

TD-RRH8x20-25 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

IBC1900BB-1 A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820

800MHz 2X50W RRH


0000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


A From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


B From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


B From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


C From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


C From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


1 Ice2 Ice4 Ice

439054806570875013110

439054806570875013110

01950237028003650534

BXA-800634CFx5 w


00000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573


B From Leg 400000000000

0000 114000 No Ice12Ice

539958446299

361642174834

002800700118



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

72409261

61619183

02330573


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573

KS24019-L112A A From Leg 400000002000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

01560225030204840951

01560225030204840951

00050007000900180056

(2) FD9R60042C-3L A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455

(2) FD9R60042C-3L B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063

(2) FD9R60042C-3L C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939

RRH2x60-700 A From Leg 40000000

0000 114000 No Ice12

39574272

18162075

00600083



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


459652716722

236029574253

010901730354

RRH2x60-700 B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354

RRH2x60-700 C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874

RRUS 11 B2 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

(2) RRUS-11 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice

32493491374142685426

13731551173821383042

00480068009201500310



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

DC6-48-60-18-8F A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14671667187823333378

14671667187823333378

00190037005701050239


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

ERICSSON AIR 21 B2A


00001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


B From Leg 400000001000

0000 94000 No Ice12Ice

682573477863

564264807257

011201690233



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

892611175

886412293

03830807


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806

KRY 112 1441 A From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 B From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 C From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


A From Leg 40000000

0000 94000 No Ice12

1168312404

984211366

00830173



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


131351460117875

129141526720139

027305061151


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151

RRUS 11 B12 A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

58532A C From Leg 400000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

02210290036705481014

02210290036705481014

00000003000600170060


C From Leg 200000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

08501140143020103170

16702340301043507030

00650079009301210177

Dishes

Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight


wShroud (HP)FromLeg

10000000

0000 133000 2917 No Ice12 Ice

66807070

00480080



Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight

K6000 1 Ice

2 Ice4 Ice

746082309780

012001900340


FromLeg

100000006000


66807070746082309780

00480080012001900340


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0025 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0023 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0020 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0017 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0016 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0016 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0005 11867 34698 ABC

000000000000

346983469834698

34698 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0005 11512 125653 ABC

000000000000

125653125653125653

125653 100001000010000

000000000000

00000000

41211L3 84750-

4425064300 121 0004 10833 137739 A

BC

000000000000

137739137739137739

137739 100001000010000

000000000000

00000000

67937L4 44250-

3200038071 1042 0004 10173 45872 A

BC

000000000000

458724587245872

45872 100001000010000

000000000000

00000000

21231L5 32000-

400017740 1 0004 10000 113158 A

BC

000000000000

113158113158113158

113158 100001000010000

000000000000

00000000

55638L6 4000-0000 1995 1 0004 10000 17153 A 0000 17153 17153 10000 0000 0000



SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

BC

00000000

1715317153

1000010000

00000000

00007948


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0010 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0009 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0008 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0007 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0006 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0006 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859

Load Combinations

CombNo

Description




CombNo

Description



Section

No

Elevationft

ComponentType

Condition GovLoad

Comb

Force

K

Major AxisMoment

kip-ft

Minor AxisMoment





Max Torque 5 0933L3 8475 -

4425Pole Max Tension 1 0000 0000 0000








Max Torque 8 -0809

Maximum Reactions




Comb

VerticalK

Horizontal XK

Horizontal ZK



Min Torsion 8 -0809 0035 -33600


LoadCombination

Vertical

K

Shearx

K

Shearz

K


kip-ft


kip-ft

Torque


38481 11313 6565 650805 -1114706 0066


38481 6512 11390 1129609 -638885 0281


38481 -0014 13124 1300682 5968 0318


38481 -6517 11364 1126779 647461 0274


38481 -11270 6586 655391 1115580 0203


38481 -13041 -0006 1582 1291178 0145


38481 -11302 -6559 -646832 1119356 -0065


38481 -6526 -11350 -1120802 647133 -0258



Solution Summary

LoadComb


KPYK

PZK

PXK

PYK

PZK

1 0000 -38481 0000 0000 38481 0000 00002 0101 -38481 -33547 -0101 38481 33546 00033 16721 -38481 -29071 -16721 38481 29071 00004 28930 -38481 -16830 -28930 38481 16830 00005 33455 -38481 -0067 -33455 38481 0067 00016 28961 -38481 16808 -28961 38481 -16808 00007 16670 -38481 29158 -16670 38481 -29158 00008 -0035 -38481 33600 0035 38481 -33600 00019 -16684 -38481 29092 16684 38481 -29092 000010 -28851 -38481 16861 28851 38481 -16861 000011 -33386 -38481 -0015 33386 38481 0015 000112 -28933 -38481 -16792 28933 38481 16792 000013 -16706 -38481 -29057 16706 38481 29057 000014 0000 -68650 0000 -0000 68650 0000 000015 0024 -68650 -9807 -0024 68650 9806 000116 4888 -68650 -8497 -4888 68650 8496 000117 8459 -68650 -4916 -8459 68650 4916 000118 9782 -68650 -0015 -9781 68650 0015 000119 8469 -68650 4913 -8468 68650 -4913 000120 4878 -68650 8520 -4877 68650 -8520 000121 -0007 -68650 9820 0007 68650 -9820 000122 -4879 -68650 8502 4878 68650 -8502 000123 -8440 -68650 4924 8439 68650 -4924 000124 -9764 -68650 -0005 9764 68650 0005 000125 -8462 -68650 -4909 8462 68650 4909 000126 -4887 -68650 -8495 4887 68650 8494 000127 0040 -38481 -13104 -0040 38481 13104 000228 6532 -38481 -11356 -6532 38481 11356 000029 11301 -38481 -6574 -11300 38481 6574 000030 13069 -38481 -0026 -13068 38481 0026 000231 11313 -38481 6566 -11313 38481 -6565 000032 6512 -38481 11390 -6512 38481 -11390 000033 -0014 -38481 13125 0014 38481 -13124 000234 -6517 -38481 11364 6517 38481 -11364 000035 -11270 -38481 6586 11270 38481 -6586 000036 -13041 -38481 -0006 13041 38481 0006 000237 -11302 -38481 -6559 11302 38481 6559 000038 -6526 -38481 -11350 6526 38481 11350 0000


LoadCombination



ForceTolerance






SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 36188 33 1930 0002L2 130 - 8475 30128 33 1924 0002L3 8925 - 4425 14667 33 1581 0001L4 495 - 32 4300 33 0831 0000L5 32 - 4 1749 33 0525 0000L6 4 - 0 0026 33 0063 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe33 27712 1908 0002 20529


Pipe33 23740 1855 0002 8754


Mount Pipe33 16287 1650 0001 4070

77000 58532A 33 10839 1370 0001 3306


SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 92369 8 4931 0006L2 130 - 8475 76907 8 4915 0005L3 8925 - 4425 37454 8 4039 0002L4 495 - 32 10986 8 2122 0001



SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL5 32 - 4 4469 8 1341 0000L6 4 - 0 0067 8 0161 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe8 70742 4872 0005 8170


Pipe8 60608 4737 0004 3471


Mount Pipe8 41589 4215 0002 1609

77000 58532A 8 27682 3499 0001 1303

Compression Checks

Pole Design Data

SectionNo

Elevation

ft

Size L

ft

Lu

ft

Klr Fa

ksi

A

in2

ActualPK

AllowPa

K

RatioP

Pa

L1 145 - 130 (1) TP2677x24x01875 15000 0000 00 39000 158199 -2286 616977 0004L2 130 - 8475 (2) TP3527x2677x025 45250 0000 00 39000 271176 -15890 1057590 0015L3 8475 - 4425

(3)TP4226x339247x03125 45000 0000 00 39000 406421 -23797 1585040 0015

L4 4425 - 32 (4) TP439035x406625x0375 17500 0000 00 39000 518098 -28678 2020580 0014L5 32 - 4 (5) TP490892x439035x0470

328000 0000 00 36324 725811 -37150 2636440 0014

L6 4 - 0 (6) TP4983x490892x04892 4000 0000 00 37020 766156 -38469 2836310 0014


SectionNo

Elevation

ft

Size ActualMx

kip-ft

Actualfbx

ksi

AllowFbx

ksi

Ratiofbx

Fbx

ActualMy

kip-ft

Actualfby

ksi

AllowFby

ksi

Ratiofby

Fby

L1 145 - 130 (1) TP2677x24x01875 21118 2440 39000 0063 0000 0000 39000 0000L2 130 - 8475

(2)TP3527x2677x025 63468

333287 39000 0854 0000 0000 39000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 1752308

51159 39000 1312 0000 0000 39000 0000

L4 4425 - 32 (4) TP439035x406625x0375

2286858

49350 39000 1265 0000 0000 39000 0000

L5 32 - 4 (5) TP490892x439035x04703

3190117

44042 36324 1212 0000 0000 36324 0000

L6 4 - 0 (6) TP4983x490892x04892 3324000

42848 37020 1157 0000 0000 37020 0000




SectionNo

Elevation

ft

Size ActualVK

Actualfv

ksi

AllowFv

ksi

RatiofvFv

ActualT

kip-ft

Actualfvt

ksi

AllowFvt

ksi

Ratiofvt

Fvt

L1 145 - 130 (1) TP2677x24x01875 3732 0236 26000 0018 0218 0012 26000 0000L2 130 - 8475

(2)TP3527x2677x025 26298 0970 26000 0075 0031 0001 26000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 29808 0733 26000 0056 0437 0006 26000 0000

L4 4425 - 32 (4) TP439035x406625x0375

31190 0602 26000 0046 0549 0006 26000 0000

L5 32 - 4 (5) TP490892x439035x04703

33320 0459 24216 0038 0774 0005 24216 0000

L6 4 - 0 (6) TP4983x490892x04892 33613 0439 24680 0036 0809 0005 24680 0000


SectionNo

Elevation

ft

RatioP

Pa

Ratiofbx

Fbx

Ratiofby

Fby

RatiofvFv

Ratiofvt

Fvt

CombStressRatio

AllowStressRatio

Criteria

L1 145 - 130 (1) 0004 0063 0000 0018 0000 0066 1333H1-3+VT

L2 130 - 8475(2)

0015 0854 0000 0075 0000 0870 1333H1-3+VT

L3 8475 - 4425(3)

0015 1312 0000 0056 0000 1328 1333H1-3+VT

L4 4425 - 32 (4) 0014 1265 0000 0046 0000 1280 1333H1-3+VT

L5 32 - 4 (5) 0014 1212 0000 0038 0000 1227 1333H1-3+VT

L6 4 - 0 (6) 0014 1157 0000 0036 0000 1171 1333H1-3+VT


SectionNo

Elevationft

ComponentType


PK

SFPallow

K

CapacityPassFail



RATING = 996 Pass



APPENDIX B

BASE LEVEL DRAWING



APPENDIX C








Dwg No E-1

1450 ft

1300 ft

848 ft

443 ft

320 ft

40 ft

00 ft


34 KSHEAR

3324 kip-ftMOMENT

38 KAXIAL


10 KSHEAR

1016 kip-ftMOMENT

69 KAXIAL

Se

ctio

n1

23

45

6

Le

ng

th(f

t)1

50

00

45

25

04

50

00

17

50

02

80

00

40

00

Nu

mb

er

ofS

ide

s1

81

81

81

81

81

8

Th

ickn

ess

(in

)0

18

75

02

50

00

31

25

03

75

00

47

03

04

89

2

So

cke

tL

en

gth

(ft)

45

00

52

50

To

pD

ia(i

n)

24

00

00

26

77

00

33

92

47

40

66

25

43

90

35

49

08

92

Bo

tD

ia(i

n)

26

77

00

35

27

00

42

26

00

43

90

35

49

08

92

49

83

00

Gra

de

A6

07

-65

Re

inf6

05

4ks

iR

ein

f6

17

0ks

i

We

igh

t(K

)0

83

85

73

06

51

02

08














HORIZON COMPACT 133

HORIZON COMPACT 133

TIMING 2000 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133





VHLP25-11 133

VHLP25-11 133





TD-RRH8x20-25 124

TD-RRH8x20-25 124

TD-RRH8x20-25 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900HG-2A 124

IBC1900HG-2A 124

IBC1900HG-2A 124















KS24019-L112A 114

(2) FD9R60042C-3L 114

DB-T1-6Z-8AB-0Z 114

(2) FD9R60042C-3L 114

(2) FD9R60042C-3L 114





RRH2x60-700 114

RRH2x60-700 114

RRH2x60-700 114




RRH2X60-PCS 114

RRH2X60-PCS 114

RRH2X60-PCS 114

DB-T1-6Z-8AB-0Z 114



(2) 777000 w Mount Pipe 105


105


105


105

RRUS 11 B2 105

RRUS 11 B2 105

RRUS 11 B2 105

(2) RRUS-11 105

(2) RRUS-11 105

(2) RRUS-11 105

(4) LGP2140X 105

(4) LGP2140X 105

(4) LGP2140X 105

DC6-48-60-18-8F 105





(2) 777000 w Mount Pipe 105

(2) 777000 w Mount Pipe 105


94


94


94


94

KRY 112 1441 94

KRY 112 1441 94

KRY 112 1441 94


6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94




RRUS 11 B12 94

RRUS 11 B12 94

RRUS 11 B12 94


94


94

58532A 77






Site Data

BU F


App 38 kips

34 kips

Qty 16





Bolt Circle 57 in

Anchor Spacing 6 in












Height in

Thick in

Notch in

Grade ksi

Weld str ksi

Pole Data

Diam 4983 in

Thick 0375 in

Grade 65 ksi




Plate Data




881364



Unfactored Moment M

TIA Revision

Base Reactions


Site Data














No Prying 1354




Weld str ksi




ASIF 1333




881364

Newington


Pole Data

Bolt Data

Plate Data


Reactions


Job Number 37515-07570067805 Page 1















εc = 0003 inin












Number of Sides =

Thickness = in

Fy = ksi






1 12 125 34 Sand 12

2 16 125 30 Sand 12000 28

3

4

5

6

7

8

9

10

11

12















Site Data


App 7119 kipsComp



130 Mu 4546828 ft-kips130 Pu 92547 kips

Concrete70 ft

55418 in23000 psi60 ksi



11141 in D


28




(3)(Sqrt(fc)Fy 00027200 Fy 00033



Provided Rho 079 OK





000 ft-kips 674

Case 1 Case 2



Material Properties

Number of Bars =



at Mu=(φ=065)Mn=








Bar Area =

Pier Properties

Pier Diameter =



Concrete Area =



Max Service Shaft P







BU 881364Newington



Clear Cover to Tie=

Mu Mu

EQ EQ


T-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

TITLE SHEET

SHEET INDEX


T-1 TITLE SHEET

S-1 GENERAL NOTES





S-5 MI CHECKLIST

PROJECT CONTACTS

STRUCTURE OWNER

CROWN CASTLE


PH (518) 373-3510



PH (860) 209-0104

ENGINEER OF RECORD

PJFMODPJFWEBCOM


SHAFT REINFORCING



HIGH STRENGTH GROUT



BU 881364 NEWINGTON

123 COSTELO ROAD


HARTFORD COUNTY

LAT 41deg 39 1872 LONG -72deg 43 1719

APP 309450 REV 0 WO 1128584

WIND DESIGN DATA


LOCAL CODE


CODE


80 MPH

ICE THICKNESS 10 IN







S-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

GENERAL NOTES


1 GENERAL NOTES








































2 STRUCTURAL STEEL
































3 BASE PLATE GROUT







































S-2A

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

FORGBolttrade

DETAILS



(SEE CHART)

1

S-2A


2

S-2A




DISTRIBUTOR CONTACT


PHONE 888-926-4857





KNURLED CONE

BOLT HEAD

SHEAR ZONE

SILICONE BAND

COLOR-CODED WRAP

(SEE CHART)

INTEGRAL SHEAR

SLEEVE

SILICONE BAND

BOLT THREADS

HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1


HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1

BOLT THREADS




SHEAR PLANE(S)



SHEAR SLEEVE

FLARED END

NEW SHAFT

REINFORCING

NEW SHIM PLATE

(AS NECESSARY)

EXISTING

POLE SHAFT

INTEGRAL SHEAR

SLEEVE

BOLT SHEAR ZONE


INSTALLATION NOTES








BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM






FORGBolttrade



GROUP A

FORGBolttrade

Size

(mm)

Overall

Length

(inches)

Estimated

Weight

Each (lbs)

Grip

Range

(inch)

Comment

Color

Code

FORGBolttrade

A325 - P

C88

1

135 531 13 38 to 1 -- RED

2

160 630 16 34 to 1-12 -- GREEN

3

195 768 19 1-14 to 2-14 -- BLUE

4

260 1024 26 2 to 3-12

Splice Bolt

YELLOW

5

365 1437 36 3-12 to 5-12

Flange Jump Bolt

ORANGE

6

440 1732 43 5-12 to 8-12

Flange Jump Bolt

BLACK

DTI

Note



S-2B

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

NEXGEN2trade BOLT

DETAIL


ALLFASTENERS



PHONE 440-232-6060




OUTERMOST

SHEAR

PLANE

1

S-2B


1

POLE SHAFT

SHIM PLATE

(AS NECESSARY)

SHAFT REINFORCING





1

GRIP


29mm OD







NEXGEN2trade WASHER



trade




HIGH TENSILE STEEL

COIL SPRING





POLE SHAFT WALL





MAXIMUM)






INSTRUCTIONS


BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM





















1

S-3

POLE ELEVATION


EXISTING STEP BOLT

(TYP)

S-3

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MONOPOLE

PROFILE

1

S-4






MODIFICATIONS




REINFORCING


A

B

C



SHAFT

SECTION

SECTION

LENGTH

(FT)

PLATE

THICKNESS

(IN)

LAP

SPLICE

(IN)


(IN)

TOP BOTTOM

1 1500 01875 24000 26770 65 18-SIDED

2 4525 02500

5400

26770 35270 65 18-SIDED

3 4500 03125

6300

33925 42260 65 18-SIDED

4 4950 03750 40663 49830 65 18-SIDED

POLE

GRADE

(ksi)

POLE

SHAPE

0

SEE CHART

SEE CHART

44-3

77-0

CL MOUNT

82-0

CL MOUNT

84-9

87-0

CL MOUNT

94-0

CL MOUNT

105-0

CL MOUNT

114-0

CL MOUNT

122-0

CL MOUNT

124-0

CL MOUNT

130-0

133-0

CL MOUNT

145-0

C

A

2

S-3

SECTION

1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


(TYP)

NEW APPROVED BLIND

BOLT (TYP)

EXISTING POLE SHAFT

2

S-3

D

D

58

CJP BACKGOUGE TYP

58

38

38

5

1-0

1

1

4

1 CHAMFER

1 (78)

TYP

EDGE OF NEW BEARING

PLATE TO MATCH EDGE


1

S-4



EXISTING BASE

PLATE

EXISTING ANCHOR ROD

(TYP)



PREPARE EDGE FOR

WELD (TYP)



6 12 MIN

6-6

58

1 14

MA

TC

H E

XIS

TIN

G P

OL

E T

AP

ER

2

1-0










TYP

S-4

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

BASE PLATE

DETAILS

ANCHOR RODS

BASE PLATE












1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


TS1 (TYP)

NEW BEARING PLATE

P1 (TYP)

NEW APPROVED BLIND

BOLT (TYP)


(TYP)

EXISTING POLE SHAFT



EXISTING HIGH PORT

(TYP AT 180deg)

S-5

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MI CHECKLIST

MI CHECKLIST



REPORT ITEM

PRE-CONSTRUCTION


X EOR REVIEW



X




X PACKING SLIPS


CONSTRUCTION







NA






NA




POST-CONSTRUCTION



NA



X PHOTOGRAPHS





1 GENERAL







AT ALL TIMES








2 MI INSPECTOR




INSPECTIONS













4 RECOMMENDATIONS













ON SITE























8 PHOTOGRAPHS





813 RAW MATERIALS
































96 GENERAL






99 STRUCTURAL STEEL



QUESTION











910 WELDING




D11







SPECIFICATIONS
















911 REPORTS











ACCEPTABLE













Site ID CT11782A


Newington CT 06111

September 23 2015








September 23 2015












CALCULATIONS















































Site Total MPE 1412


Site Total 1412



Height (feet)

Total Power Density

(microWcm2)

Frequency (MHz)

Allowable MPE

(microWcm2)

Calculated MPE


T-Mobile 700 MHz LTE 1 86521 95 393 700 467 084



Total 508



Summary





508

Site Total 1412







MountingLevel (ft)

CenterLine

Elevation(ft)

Numberof

Antennas

AntennaManufacturer


FeedLineSize(in)

Note

1140

1160 1 lucent KS24019-L112A - - 1

1140


1 1-58 2




Pipe



Mount Pipe131

1-5812




1050 1050


1221

1-583438

1

6 ericsson RRUS-11

3kmw


w Mount Pipe

6powerwave


12powerwave


1 raycap DC6-48-60-18-8F


940

950


B4P w Mount Pipe


B2P w Mount Pipe
















Summit 5153 8111999 1425473 CCISITES


Summit 5153 8101999 1425417 CCISITES

31) Analysis Method


32) Assumptions







4) ANALYSIS RESULTS


SectionNo


TypeSize

CriticalElement

P (K)SFP_allow

(K)

CapacityPass Fail

L1 145 - 130 Pole TP2677x24x01875 1 -2286 822430 50 Pass

L2 130 - 8475 Pole TP3527x2677x025 2 -15890 1409767 653 Pass

L3 8475 - 4425 Pole TP4226x339247x03125 3 -23797 2112858 996 Pass

L4 4425 - 32 Pole TP439035x406625x0375 4 -28678 2693433 960 Pass

L5 32 - 4 Pole TP490892x439035x04703 5 -37150 3514374 920 Pass

L6 4 - 0 Pole TP4983x490892x04892 6 -38469 3780801 879 Pass

Summary

Pole (L3) 996 Pass

Rating = 996 Pass





1Base Foundation

Steel0 674 Pass


0 756 Pass





41) Recommendations




APPENDIX A

TNXTOWER OUTPUT



Tower Input Data



not considered

Options






Capacity Exemption


Section Elevation

ft

SectionLength

ft

SpliceLength

ft

Numberof

Sides

TopDiameter

in

BottomDiameter

in

WallThickness

in

BendRadius

in

Pole Grade

L1 145000-130000

15000 0000 18 240000 267700 01875 07500 A607-65(65 ksi)

L2 130000-84750

45250 4500 18 267700 352700 02500 10000 A607-65(65 ksi)

L3 84750-44250 45000 5250 18 339247 422600 03125 12500 A607-65(65 ksi)

L4 44250-32000 17500 0000 18 406625 439035 03750 15000 A607-65(65 ksi)

L5 32000-4000 28000 0000 18 439035 490892 04703 18814 Reinf 6054 ksi(61 ksi)

L6 4000-0000 4000 18 490892 498300 04892 19569 Reinf 6170 ksi(62 ksi)




Section Tip Diain

Areain2

Iin4

rin

Cin

ICin3

Jin4

ItQin2

win

wt

L1 243702 141714 10152211 84534 121920 832694 20317780 70871 38940 20768271830 158199 14123200 94368 135992 1038535 28264984 79115 43815 23368

L2 271830 210436 18698421 94146 135992 1374969 37421446 105238 42715 17086358141 277884 43055913 124321 179172 2403055 86168481 138968 57675 2307

L3 352944 333391 47586642 119323 172337 2761248 95235899 166727 54207 17346429119 416067 92493804 148914 214681 4308434 18510931

4208073 68878 22041

L4 422771 479523 98330478 143021 206566 4760251 196790341

239807 64966 17324

445808 518098 124021775

154526 223030 5560767 248206741

259098 70670 18845

L5 445808 648397 154533190

154188 223030 6928808 309269719

324260 68992 14669

498465 725811 216755604

172597 249373 8692021 433796420

362974 78119 16609

L6 498465 754653 225193878

172530 249373 9030400 450684072

377398 77787 159

505987 766156 235649546

175160 253136 9309192 471609166

383151 79091 16167

TowerElevation

ft

GussetArea

(per face)

ft2

GussetThickness

in


AdjustFactor

Ar


Diagonalsin


Horizontalsin

L1 145000-130000

1 1 1

L2 130000-84750

1 1 1

L3 84750-44250

1 1 1

L4 44250-32000

1 1 1

L5 32000-4000

1 1 1

L6 4000-0000

1 1 1


Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight



00000000000000000000

00000000000000000000


00000000000000000000

00000000000000000000

HB114-1-08U4-M5J(114)


00000000000000000000

00010001000100010001


00000000000000000000

00000000000000000000



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight


Face)114000 - 0000 2 No Ice


01980298039805980998

00010002000400110030

HB158-1-08U8-S8J18(1-58)



01980298039805980998

00010003000500110031


00000000000000000000

00010001000100010001

FB-L98B-002-75000(38)


00000000000000000000

00000000000000000000

WR-VG86ST-BRD(34)


00000000000000000000

00010001000100010001



01630263036205620962

00010003000500100029



00000000000000000000

00010003000500110030



00000000000000000000

00000001000200070023


00000000000000000000

00010001000100010001

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001


00000000000000000000

00010001000100010001



00000000000000000000

00010002000400110030

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001

1 14 Flat


Face)35000 - 0000 1 No Ice

12 Ice1 Ice

020803190431

000100020004



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight

klf2 Ice4 Ice

06531097

00080020


TowerSectio

n

TowerElevation

ft

Face AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

000000000000

000000000000

000000000000

0000000018878

000000001030

L3 84750-44250 ABC

000000000000

000000000000

000000000000

0000000030638

000000001836

L4 44250-32000 ABC

000000000000

000000000000

000000000000

000000009892

000000000559

L5 32000-4000 ABC

000000000000

000000000000

000000000000

0000000027015

000000001299

L6 4000-0000 ABC

000000000000

000000000000

000000000000

000000003859

000000000186


TowerSectio

n

TowerElevation

ft

Faceor

Leg

IceThickness

in

AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

1187 000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

1151 000000000000

000000000000

000000000000

0000000041211

000000003055

L3 84750-44250 ABC

1083 000000000000

000000000000

000000000000

0000000067937

000000005597

L4 44250-32000 ABC

1017 000000000000

000000000000

000000000000

0000000021231

000000001607

L5 32000-4000 ABC

1000 000000000000

000000000000

000000000000

0000000055638

000000003455

L6 4000-0000 ABC

1000 000000000000

000000000000

000000000000

000000007948

000000000494


Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L1 145000-130000 00000 00000 00000 00000L2 130000-84750 -04915 02838 -08739 05046L3 84750-44250 -07953 04591 -13770 07950



Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L4 44250-32000 -08563 04944 -14667 08468L5 32000-4000 -10035 05794 -16591 09579L6 4000-0000 -10156 05864 -16954 09788


Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

LLPX310R-V1 w Mount

PipeA From Leg 4000

00002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


B From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


C From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

01260177023703830778

01260177023703830778

00010002000500140052


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

180419882180

077809181067

003300450058



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

25893512

13912143

00940201


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

APXVSPP18-C-A20 w


00000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752




Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

00000000

12Ice

1 Ice2 Ice4 Ice

5014531659487314

1920214526223680

0097012802010397

TD-RRH8x20-25 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

TD-RRH8x20-25 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

IBC1900BB-1 A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820

800MHz 2X50W RRH


0000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


A From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


B From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


B From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


C From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


C From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


1 Ice2 Ice4 Ice

439054806570875013110

439054806570875013110

01950237028003650534

BXA-800634CFx5 w


00000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573


B From Leg 400000000000

0000 114000 No Ice12Ice

539958446299

361642174834

002800700118



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

72409261

61619183

02330573


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573

KS24019-L112A A From Leg 400000002000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

01560225030204840951

01560225030204840951

00050007000900180056

(2) FD9R60042C-3L A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455

(2) FD9R60042C-3L B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063

(2) FD9R60042C-3L C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939

RRH2x60-700 A From Leg 40000000

0000 114000 No Ice12

39574272

18162075

00600083



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


459652716722

236029574253

010901730354

RRH2x60-700 B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354

RRH2x60-700 C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874

RRUS 11 B2 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

(2) RRUS-11 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice

32493491374142685426

13731551173821383042

00480068009201500310



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

DC6-48-60-18-8F A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14671667187823333378

14671667187823333378

00190037005701050239


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

ERICSSON AIR 21 B2A


00001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


B From Leg 400000001000

0000 94000 No Ice12Ice

682573477863

564264807257

011201690233



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

892611175

886412293

03830807


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806

KRY 112 1441 A From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 B From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 C From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


A From Leg 40000000

0000 94000 No Ice12

1168312404

984211366

00830173



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


131351460117875

129141526720139

027305061151


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151

RRUS 11 B12 A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

58532A C From Leg 400000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

02210290036705481014

02210290036705481014

00000003000600170060


C From Leg 200000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

08501140143020103170

16702340301043507030

00650079009301210177

Dishes

Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight


wShroud (HP)FromLeg

10000000

0000 133000 2917 No Ice12 Ice

66807070

00480080



Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight

K6000 1 Ice

2 Ice4 Ice

746082309780

012001900340


FromLeg

100000006000


66807070746082309780

00480080012001900340


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0025 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0023 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0020 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0017 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0016 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0016 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0005 11867 34698 ABC

000000000000

346983469834698

34698 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0005 11512 125653 ABC

000000000000

125653125653125653

125653 100001000010000

000000000000

00000000

41211L3 84750-

4425064300 121 0004 10833 137739 A

BC

000000000000

137739137739137739

137739 100001000010000

000000000000

00000000

67937L4 44250-

3200038071 1042 0004 10173 45872 A

BC

000000000000

458724587245872

45872 100001000010000

000000000000

00000000

21231L5 32000-

400017740 1 0004 10000 113158 A

BC

000000000000

113158113158113158

113158 100001000010000

000000000000

00000000

55638L6 4000-0000 1995 1 0004 10000 17153 A 0000 17153 17153 10000 0000 0000



SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

BC

00000000

1715317153

1000010000

00000000

00007948


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0010 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0009 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0008 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0007 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0006 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0006 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859

Load Combinations

CombNo

Description




CombNo

Description



Section

No

Elevationft

ComponentType

Condition GovLoad

Comb

Force

K

Major AxisMoment

kip-ft

Minor AxisMoment





Max Torque 5 0933L3 8475 -

4425Pole Max Tension 1 0000 0000 0000








Max Torque 8 -0809

Maximum Reactions




Comb

VerticalK

Horizontal XK

Horizontal ZK



Min Torsion 8 -0809 0035 -33600


LoadCombination

Vertical

K

Shearx

K

Shearz

K


kip-ft


kip-ft

Torque


38481 11313 6565 650805 -1114706 0066


38481 6512 11390 1129609 -638885 0281


38481 -0014 13124 1300682 5968 0318


38481 -6517 11364 1126779 647461 0274


38481 -11270 6586 655391 1115580 0203


38481 -13041 -0006 1582 1291178 0145


38481 -11302 -6559 -646832 1119356 -0065


38481 -6526 -11350 -1120802 647133 -0258



Solution Summary

LoadComb


KPYK

PZK

PXK

PYK

PZK

1 0000 -38481 0000 0000 38481 0000 00002 0101 -38481 -33547 -0101 38481 33546 00033 16721 -38481 -29071 -16721 38481 29071 00004 28930 -38481 -16830 -28930 38481 16830 00005 33455 -38481 -0067 -33455 38481 0067 00016 28961 -38481 16808 -28961 38481 -16808 00007 16670 -38481 29158 -16670 38481 -29158 00008 -0035 -38481 33600 0035 38481 -33600 00019 -16684 -38481 29092 16684 38481 -29092 000010 -28851 -38481 16861 28851 38481 -16861 000011 -33386 -38481 -0015 33386 38481 0015 000112 -28933 -38481 -16792 28933 38481 16792 000013 -16706 -38481 -29057 16706 38481 29057 000014 0000 -68650 0000 -0000 68650 0000 000015 0024 -68650 -9807 -0024 68650 9806 000116 4888 -68650 -8497 -4888 68650 8496 000117 8459 -68650 -4916 -8459 68650 4916 000118 9782 -68650 -0015 -9781 68650 0015 000119 8469 -68650 4913 -8468 68650 -4913 000120 4878 -68650 8520 -4877 68650 -8520 000121 -0007 -68650 9820 0007 68650 -9820 000122 -4879 -68650 8502 4878 68650 -8502 000123 -8440 -68650 4924 8439 68650 -4924 000124 -9764 -68650 -0005 9764 68650 0005 000125 -8462 -68650 -4909 8462 68650 4909 000126 -4887 -68650 -8495 4887 68650 8494 000127 0040 -38481 -13104 -0040 38481 13104 000228 6532 -38481 -11356 -6532 38481 11356 000029 11301 -38481 -6574 -11300 38481 6574 000030 13069 -38481 -0026 -13068 38481 0026 000231 11313 -38481 6566 -11313 38481 -6565 000032 6512 -38481 11390 -6512 38481 -11390 000033 -0014 -38481 13125 0014 38481 -13124 000234 -6517 -38481 11364 6517 38481 -11364 000035 -11270 -38481 6586 11270 38481 -6586 000036 -13041 -38481 -0006 13041 38481 0006 000237 -11302 -38481 -6559 11302 38481 6559 000038 -6526 -38481 -11350 6526 38481 11350 0000


LoadCombination



ForceTolerance






SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 36188 33 1930 0002L2 130 - 8475 30128 33 1924 0002L3 8925 - 4425 14667 33 1581 0001L4 495 - 32 4300 33 0831 0000L5 32 - 4 1749 33 0525 0000L6 4 - 0 0026 33 0063 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe33 27712 1908 0002 20529


Pipe33 23740 1855 0002 8754


Mount Pipe33 16287 1650 0001 4070

77000 58532A 33 10839 1370 0001 3306


SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 92369 8 4931 0006L2 130 - 8475 76907 8 4915 0005L3 8925 - 4425 37454 8 4039 0002L4 495 - 32 10986 8 2122 0001



SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL5 32 - 4 4469 8 1341 0000L6 4 - 0 0067 8 0161 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe8 70742 4872 0005 8170


Pipe8 60608 4737 0004 3471


Mount Pipe8 41589 4215 0002 1609

77000 58532A 8 27682 3499 0001 1303

Compression Checks

Pole Design Data

SectionNo

Elevation

ft

Size L

ft

Lu

ft

Klr Fa

ksi

A

in2

ActualPK

AllowPa

K

RatioP

Pa

L1 145 - 130 (1) TP2677x24x01875 15000 0000 00 39000 158199 -2286 616977 0004L2 130 - 8475 (2) TP3527x2677x025 45250 0000 00 39000 271176 -15890 1057590 0015L3 8475 - 4425

(3)TP4226x339247x03125 45000 0000 00 39000 406421 -23797 1585040 0015

L4 4425 - 32 (4) TP439035x406625x0375 17500 0000 00 39000 518098 -28678 2020580 0014L5 32 - 4 (5) TP490892x439035x0470

328000 0000 00 36324 725811 -37150 2636440 0014

L6 4 - 0 (6) TP4983x490892x04892 4000 0000 00 37020 766156 -38469 2836310 0014


SectionNo

Elevation

ft

Size ActualMx

kip-ft

Actualfbx

ksi

AllowFbx

ksi

Ratiofbx

Fbx

ActualMy

kip-ft

Actualfby

ksi

AllowFby

ksi

Ratiofby

Fby

L1 145 - 130 (1) TP2677x24x01875 21118 2440 39000 0063 0000 0000 39000 0000L2 130 - 8475

(2)TP3527x2677x025 63468

333287 39000 0854 0000 0000 39000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 1752308

51159 39000 1312 0000 0000 39000 0000

L4 4425 - 32 (4) TP439035x406625x0375

2286858

49350 39000 1265 0000 0000 39000 0000

L5 32 - 4 (5) TP490892x439035x04703

3190117

44042 36324 1212 0000 0000 36324 0000

L6 4 - 0 (6) TP4983x490892x04892 3324000

42848 37020 1157 0000 0000 37020 0000




SectionNo

Elevation

ft

Size ActualVK

Actualfv

ksi

AllowFv

ksi

RatiofvFv

ActualT

kip-ft

Actualfvt

ksi

AllowFvt

ksi

Ratiofvt

Fvt

L1 145 - 130 (1) TP2677x24x01875 3732 0236 26000 0018 0218 0012 26000 0000L2 130 - 8475

(2)TP3527x2677x025 26298 0970 26000 0075 0031 0001 26000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 29808 0733 26000 0056 0437 0006 26000 0000

L4 4425 - 32 (4) TP439035x406625x0375

31190 0602 26000 0046 0549 0006 26000 0000

L5 32 - 4 (5) TP490892x439035x04703

33320 0459 24216 0038 0774 0005 24216 0000

L6 4 - 0 (6) TP4983x490892x04892 33613 0439 24680 0036 0809 0005 24680 0000


SectionNo

Elevation

ft

RatioP

Pa

Ratiofbx

Fbx

Ratiofby

Fby

RatiofvFv

Ratiofvt

Fvt

CombStressRatio

AllowStressRatio

Criteria

L1 145 - 130 (1) 0004 0063 0000 0018 0000 0066 1333H1-3+VT

L2 130 - 8475(2)

0015 0854 0000 0075 0000 0870 1333H1-3+VT

L3 8475 - 4425(3)

0015 1312 0000 0056 0000 1328 1333H1-3+VT

L4 4425 - 32 (4) 0014 1265 0000 0046 0000 1280 1333H1-3+VT

L5 32 - 4 (5) 0014 1212 0000 0038 0000 1227 1333H1-3+VT

L6 4 - 0 (6) 0014 1157 0000 0036 0000 1171 1333H1-3+VT


SectionNo

Elevationft

ComponentType


PK

SFPallow

K

CapacityPassFail



RATING = 996 Pass



APPENDIX B

BASE LEVEL DRAWING



APPENDIX C








Dwg No E-1

1450 ft

1300 ft

848 ft

443 ft

320 ft

40 ft

00 ft


34 KSHEAR

3324 kip-ftMOMENT

38 KAXIAL


10 KSHEAR

1016 kip-ftMOMENT

69 KAXIAL

Se

ctio

n1

23

45

6

Le

ng

th(f

t)1

50

00

45

25

04

50

00

17

50

02

80

00

40

00

Nu

mb

er

ofS

ide

s1

81

81

81

81

81

8

Th

ickn

ess

(in

)0

18

75

02

50

00

31

25

03

75

00

47

03

04

89

2

So

cke

tL

en

gth

(ft)

45

00

52

50

To

pD

ia(i

n)

24

00

00

26

77

00

33

92

47

40

66

25

43

90

35

49

08

92

Bo

tD

ia(i

n)

26

77

00

35

27

00

42

26

00

43

90

35

49

08

92

49

83

00

Gra

de

A6

07

-65

Re

inf6

05

4ks

iR

ein

f6

17

0ks

i

We

igh

t(K

)0

83

85

73

06

51

02

08














HORIZON COMPACT 133

HORIZON COMPACT 133

TIMING 2000 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133





VHLP25-11 133

VHLP25-11 133





TD-RRH8x20-25 124

TD-RRH8x20-25 124

TD-RRH8x20-25 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900HG-2A 124

IBC1900HG-2A 124

IBC1900HG-2A 124















KS24019-L112A 114

(2) FD9R60042C-3L 114

DB-T1-6Z-8AB-0Z 114

(2) FD9R60042C-3L 114

(2) FD9R60042C-3L 114





RRH2x60-700 114

RRH2x60-700 114

RRH2x60-700 114




RRH2X60-PCS 114

RRH2X60-PCS 114

RRH2X60-PCS 114

DB-T1-6Z-8AB-0Z 114



(2) 777000 w Mount Pipe 105


105


105


105

RRUS 11 B2 105

RRUS 11 B2 105

RRUS 11 B2 105

(2) RRUS-11 105

(2) RRUS-11 105

(2) RRUS-11 105

(4) LGP2140X 105

(4) LGP2140X 105

(4) LGP2140X 105

DC6-48-60-18-8F 105





(2) 777000 w Mount Pipe 105

(2) 777000 w Mount Pipe 105


94


94


94


94

KRY 112 1441 94

KRY 112 1441 94

KRY 112 1441 94


6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94




RRUS 11 B12 94

RRUS 11 B12 94

RRUS 11 B12 94


94


94

58532A 77






Site Data

BU F


App 38 kips

34 kips

Qty 16





Bolt Circle 57 in

Anchor Spacing 6 in












Height in

Thick in

Notch in

Grade ksi

Weld str ksi

Pole Data

Diam 4983 in

Thick 0375 in

Grade 65 ksi




Plate Data




881364



Unfactored Moment M

TIA Revision

Base Reactions


Site Data














No Prying 1354




Weld str ksi




ASIF 1333




881364

Newington


Pole Data

Bolt Data

Plate Data


Reactions


Job Number 37515-07570067805 Page 1















εc = 0003 inin












Number of Sides =

Thickness = in

Fy = ksi






1 12 125 34 Sand 12

2 16 125 30 Sand 12000 28

3

4

5

6

7

8

9

10

11

12















Site Data


App 7119 kipsComp



130 Mu 4546828 ft-kips130 Pu 92547 kips

Concrete70 ft

55418 in23000 psi60 ksi



11141 in D


28




(3)(Sqrt(fc)Fy 00027200 Fy 00033



Provided Rho 079 OK





000 ft-kips 674

Case 1 Case 2



Material Properties

Number of Bars =



at Mu=(φ=065)Mn=








Bar Area =

Pier Properties

Pier Diameter =



Concrete Area =



Max Service Shaft P







BU 881364Newington



Clear Cover to Tie=

Mu Mu

EQ EQ


T-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

TITLE SHEET

SHEET INDEX


T-1 TITLE SHEET

S-1 GENERAL NOTES





S-5 MI CHECKLIST

PROJECT CONTACTS

STRUCTURE OWNER

CROWN CASTLE


PH (518) 373-3510



PH (860) 209-0104

ENGINEER OF RECORD

PJFMODPJFWEBCOM


SHAFT REINFORCING



HIGH STRENGTH GROUT



BU 881364 NEWINGTON

123 COSTELO ROAD


HARTFORD COUNTY

LAT 41deg 39 1872 LONG -72deg 43 1719

APP 309450 REV 0 WO 1128584

WIND DESIGN DATA


LOCAL CODE


CODE


80 MPH

ICE THICKNESS 10 IN







S-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

GENERAL NOTES


1 GENERAL NOTES








































2 STRUCTURAL STEEL
































3 BASE PLATE GROUT







































S-2A

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

FORGBolttrade

DETAILS



(SEE CHART)

1

S-2A


2

S-2A




DISTRIBUTOR CONTACT


PHONE 888-926-4857





KNURLED CONE

BOLT HEAD

SHEAR ZONE

SILICONE BAND

COLOR-CODED WRAP

(SEE CHART)

INTEGRAL SHEAR

SLEEVE

SILICONE BAND

BOLT THREADS

HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1


HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1

BOLT THREADS




SHEAR PLANE(S)



SHEAR SLEEVE

FLARED END

NEW SHAFT

REINFORCING

NEW SHIM PLATE

(AS NECESSARY)

EXISTING

POLE SHAFT

INTEGRAL SHEAR

SLEEVE

BOLT SHEAR ZONE


INSTALLATION NOTES








BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM






FORGBolttrade



GROUP A

FORGBolttrade

Size

(mm)

Overall

Length

(inches)

Estimated

Weight

Each (lbs)

Grip

Range

(inch)

Comment

Color

Code

FORGBolttrade

A325 - P

C88

1

135 531 13 38 to 1 -- RED

2

160 630 16 34 to 1-12 -- GREEN

3

195 768 19 1-14 to 2-14 -- BLUE

4

260 1024 26 2 to 3-12

Splice Bolt

YELLOW

5

365 1437 36 3-12 to 5-12

Flange Jump Bolt

ORANGE

6

440 1732 43 5-12 to 8-12

Flange Jump Bolt

BLACK

DTI

Note



S-2B

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

NEXGEN2trade BOLT

DETAIL


ALLFASTENERS



PHONE 440-232-6060




OUTERMOST

SHEAR

PLANE

1

S-2B


1

POLE SHAFT

SHIM PLATE

(AS NECESSARY)

SHAFT REINFORCING





1

GRIP


29mm OD







NEXGEN2trade WASHER



trade




HIGH TENSILE STEEL

COIL SPRING





POLE SHAFT WALL





MAXIMUM)






INSTRUCTIONS


BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM





















1

S-3

POLE ELEVATION


EXISTING STEP BOLT

(TYP)

S-3

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MONOPOLE

PROFILE

1

S-4






MODIFICATIONS




REINFORCING


A

B

C



SHAFT

SECTION

SECTION

LENGTH

(FT)

PLATE

THICKNESS

(IN)

LAP

SPLICE

(IN)


(IN)

TOP BOTTOM

1 1500 01875 24000 26770 65 18-SIDED

2 4525 02500

5400

26770 35270 65 18-SIDED

3 4500 03125

6300

33925 42260 65 18-SIDED

4 4950 03750 40663 49830 65 18-SIDED

POLE

GRADE

(ksi)

POLE

SHAPE

0

SEE CHART

SEE CHART

44-3

77-0

CL MOUNT

82-0

CL MOUNT

84-9

87-0

CL MOUNT

94-0

CL MOUNT

105-0

CL MOUNT

114-0

CL MOUNT

122-0

CL MOUNT

124-0

CL MOUNT

130-0

133-0

CL MOUNT

145-0

C

A

2

S-3

SECTION

1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


(TYP)

NEW APPROVED BLIND

BOLT (TYP)

EXISTING POLE SHAFT

2

S-3

D

D

58

CJP BACKGOUGE TYP

58

38

38

5

1-0

1

1

4

1 CHAMFER

1 (78)

TYP

EDGE OF NEW BEARING

PLATE TO MATCH EDGE


1

S-4



EXISTING BASE

PLATE

EXISTING ANCHOR ROD

(TYP)



PREPARE EDGE FOR

WELD (TYP)



6 12 MIN

6-6

58

1 14

MA

TC

H E

XIS

TIN

G P

OL

E T

AP

ER

2

1-0










TYP

S-4

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

BASE PLATE

DETAILS

ANCHOR RODS

BASE PLATE












1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


TS1 (TYP)

NEW BEARING PLATE

P1 (TYP)

NEW APPROVED BLIND

BOLT (TYP)


(TYP)

EXISTING POLE SHAFT



EXISTING HIGH PORT

(TYP AT 180deg)

S-5

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MI CHECKLIST

MI CHECKLIST



REPORT ITEM

PRE-CONSTRUCTION


X EOR REVIEW



X




X PACKING SLIPS


CONSTRUCTION







NA






NA




POST-CONSTRUCTION



NA



X PHOTOGRAPHS





1 GENERAL







AT ALL TIMES








2 MI INSPECTOR




INSPECTIONS













4 RECOMMENDATIONS













ON SITE























8 PHOTOGRAPHS





813 RAW MATERIALS
































96 GENERAL






99 STRUCTURAL STEEL



QUESTION











910 WELDING




D11







SPECIFICATIONS
















911 REPORTS











ACCEPTABLE













Site ID CT11782A


Newington CT 06111

September 23 2015








September 23 2015












CALCULATIONS















































Site Total MPE 1412


Site Total 1412



Height (feet)

Total Power Density

(microWcm2)

Frequency (MHz)

Allowable MPE

(microWcm2)

Calculated MPE


T-Mobile 700 MHz LTE 1 86521 95 393 700 467 084



Total 508



Summary





508

Site Total 1412












Summit 5153 8111999 1425473 CCISITES


Summit 5153 8101999 1425417 CCISITES

31) Analysis Method


32) Assumptions







4) ANALYSIS RESULTS


SectionNo


TypeSize

CriticalElement

P (K)SFP_allow

(K)

CapacityPass Fail

L1 145 - 130 Pole TP2677x24x01875 1 -2286 822430 50 Pass

L2 130 - 8475 Pole TP3527x2677x025 2 -15890 1409767 653 Pass

L3 8475 - 4425 Pole TP4226x339247x03125 3 -23797 2112858 996 Pass

L4 4425 - 32 Pole TP439035x406625x0375 4 -28678 2693433 960 Pass

L5 32 - 4 Pole TP490892x439035x04703 5 -37150 3514374 920 Pass

L6 4 - 0 Pole TP4983x490892x04892 6 -38469 3780801 879 Pass

Summary

Pole (L3) 996 Pass

Rating = 996 Pass





1Base Foundation

Steel0 674 Pass


0 756 Pass





41) Recommendations




APPENDIX A

TNXTOWER OUTPUT



Tower Input Data



not considered

Options






Capacity Exemption


Section Elevation

ft

SectionLength

ft

SpliceLength

ft

Numberof

Sides

TopDiameter

in

BottomDiameter

in

WallThickness

in

BendRadius

in

Pole Grade

L1 145000-130000

15000 0000 18 240000 267700 01875 07500 A607-65(65 ksi)

L2 130000-84750

45250 4500 18 267700 352700 02500 10000 A607-65(65 ksi)

L3 84750-44250 45000 5250 18 339247 422600 03125 12500 A607-65(65 ksi)

L4 44250-32000 17500 0000 18 406625 439035 03750 15000 A607-65(65 ksi)

L5 32000-4000 28000 0000 18 439035 490892 04703 18814 Reinf 6054 ksi(61 ksi)

L6 4000-0000 4000 18 490892 498300 04892 19569 Reinf 6170 ksi(62 ksi)




Section Tip Diain

Areain2

Iin4

rin

Cin

ICin3

Jin4

ItQin2

win

wt

L1 243702 141714 10152211 84534 121920 832694 20317780 70871 38940 20768271830 158199 14123200 94368 135992 1038535 28264984 79115 43815 23368

L2 271830 210436 18698421 94146 135992 1374969 37421446 105238 42715 17086358141 277884 43055913 124321 179172 2403055 86168481 138968 57675 2307

L3 352944 333391 47586642 119323 172337 2761248 95235899 166727 54207 17346429119 416067 92493804 148914 214681 4308434 18510931

4208073 68878 22041

L4 422771 479523 98330478 143021 206566 4760251 196790341

239807 64966 17324

445808 518098 124021775

154526 223030 5560767 248206741

259098 70670 18845

L5 445808 648397 154533190

154188 223030 6928808 309269719

324260 68992 14669

498465 725811 216755604

172597 249373 8692021 433796420

362974 78119 16609

L6 498465 754653 225193878

172530 249373 9030400 450684072

377398 77787 159

505987 766156 235649546

175160 253136 9309192 471609166

383151 79091 16167

TowerElevation

ft

GussetArea

(per face)

ft2

GussetThickness

in


AdjustFactor

Ar


Diagonalsin


Horizontalsin

L1 145000-130000

1 1 1

L2 130000-84750

1 1 1

L3 84750-44250

1 1 1

L4 44250-32000

1 1 1

L5 32000-4000

1 1 1

L6 4000-0000

1 1 1


Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight



00000000000000000000

00000000000000000000


00000000000000000000

00000000000000000000

HB114-1-08U4-M5J(114)


00000000000000000000

00010001000100010001


00000000000000000000

00000000000000000000



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight


Face)114000 - 0000 2 No Ice


01980298039805980998

00010002000400110030

HB158-1-08U8-S8J18(1-58)



01980298039805980998

00010003000500110031


00000000000000000000

00010001000100010001

FB-L98B-002-75000(38)


00000000000000000000

00000000000000000000

WR-VG86ST-BRD(34)


00000000000000000000

00010001000100010001



01630263036205620962

00010003000500100029



00000000000000000000

00010003000500110030



00000000000000000000

00000001000200070023


00000000000000000000

00010001000100010001

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001


00000000000000000000

00010001000100010001



00000000000000000000

00010002000400110030

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001

1 14 Flat


Face)35000 - 0000 1 No Ice

12 Ice1 Ice

020803190431

000100020004



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight

klf2 Ice4 Ice

06531097

00080020


TowerSectio

n

TowerElevation

ft

Face AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

000000000000

000000000000

000000000000

0000000018878

000000001030

L3 84750-44250 ABC

000000000000

000000000000

000000000000

0000000030638

000000001836

L4 44250-32000 ABC

000000000000

000000000000

000000000000

000000009892

000000000559

L5 32000-4000 ABC

000000000000

000000000000

000000000000

0000000027015

000000001299

L6 4000-0000 ABC

000000000000

000000000000

000000000000

000000003859

000000000186


TowerSectio

n

TowerElevation

ft

Faceor

Leg

IceThickness

in

AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

1187 000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

1151 000000000000

000000000000

000000000000

0000000041211

000000003055

L3 84750-44250 ABC

1083 000000000000

000000000000

000000000000

0000000067937

000000005597

L4 44250-32000 ABC

1017 000000000000

000000000000

000000000000

0000000021231

000000001607

L5 32000-4000 ABC

1000 000000000000

000000000000

000000000000

0000000055638

000000003455

L6 4000-0000 ABC

1000 000000000000

000000000000

000000000000

000000007948

000000000494


Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L1 145000-130000 00000 00000 00000 00000L2 130000-84750 -04915 02838 -08739 05046L3 84750-44250 -07953 04591 -13770 07950



Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L4 44250-32000 -08563 04944 -14667 08468L5 32000-4000 -10035 05794 -16591 09579L6 4000-0000 -10156 05864 -16954 09788


Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

LLPX310R-V1 w Mount

PipeA From Leg 4000

00002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


B From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


C From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

01260177023703830778

01260177023703830778

00010002000500140052


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

180419882180

077809181067

003300450058



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

25893512

13912143

00940201


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

APXVSPP18-C-A20 w


00000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752




Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

00000000

12Ice

1 Ice2 Ice4 Ice

5014531659487314

1920214526223680

0097012802010397

TD-RRH8x20-25 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

TD-RRH8x20-25 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

IBC1900BB-1 A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820

800MHz 2X50W RRH


0000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


A From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


B From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


B From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


C From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


C From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


1 Ice2 Ice4 Ice

439054806570875013110

439054806570875013110

01950237028003650534

BXA-800634CFx5 w


00000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573


B From Leg 400000000000

0000 114000 No Ice12Ice

539958446299

361642174834

002800700118



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

72409261

61619183

02330573


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573

KS24019-L112A A From Leg 400000002000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

01560225030204840951

01560225030204840951

00050007000900180056

(2) FD9R60042C-3L A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455

(2) FD9R60042C-3L B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063

(2) FD9R60042C-3L C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939

RRH2x60-700 A From Leg 40000000

0000 114000 No Ice12

39574272

18162075

00600083



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


459652716722

236029574253

010901730354

RRH2x60-700 B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354

RRH2x60-700 C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874

RRUS 11 B2 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

(2) RRUS-11 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice

32493491374142685426

13731551173821383042

00480068009201500310



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

DC6-48-60-18-8F A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14671667187823333378

14671667187823333378

00190037005701050239


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

ERICSSON AIR 21 B2A


00001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


B From Leg 400000001000

0000 94000 No Ice12Ice

682573477863

564264807257

011201690233



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

892611175

886412293

03830807


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806

KRY 112 1441 A From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 B From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 C From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


A From Leg 40000000

0000 94000 No Ice12

1168312404

984211366

00830173



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


131351460117875

129141526720139

027305061151


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151

RRUS 11 B12 A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

58532A C From Leg 400000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

02210290036705481014

02210290036705481014

00000003000600170060


C From Leg 200000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

08501140143020103170

16702340301043507030

00650079009301210177

Dishes

Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight


wShroud (HP)FromLeg

10000000

0000 133000 2917 No Ice12 Ice

66807070

00480080



Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight

K6000 1 Ice

2 Ice4 Ice

746082309780

012001900340


FromLeg

100000006000


66807070746082309780

00480080012001900340


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0025 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0023 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0020 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0017 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0016 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0016 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0005 11867 34698 ABC

000000000000

346983469834698

34698 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0005 11512 125653 ABC

000000000000

125653125653125653

125653 100001000010000

000000000000

00000000

41211L3 84750-

4425064300 121 0004 10833 137739 A

BC

000000000000

137739137739137739

137739 100001000010000

000000000000

00000000

67937L4 44250-

3200038071 1042 0004 10173 45872 A

BC

000000000000

458724587245872

45872 100001000010000

000000000000

00000000

21231L5 32000-

400017740 1 0004 10000 113158 A

BC

000000000000

113158113158113158

113158 100001000010000

000000000000

00000000

55638L6 4000-0000 1995 1 0004 10000 17153 A 0000 17153 17153 10000 0000 0000



SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

BC

00000000

1715317153

1000010000

00000000

00007948


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0010 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0009 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0008 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0007 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0006 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0006 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859

Load Combinations

CombNo

Description




CombNo

Description



Section

No

Elevationft

ComponentType

Condition GovLoad

Comb

Force

K

Major AxisMoment

kip-ft

Minor AxisMoment





Max Torque 5 0933L3 8475 -

4425Pole Max Tension 1 0000 0000 0000








Max Torque 8 -0809

Maximum Reactions




Comb

VerticalK

Horizontal XK

Horizontal ZK



Min Torsion 8 -0809 0035 -33600


LoadCombination

Vertical

K

Shearx

K

Shearz

K


kip-ft


kip-ft

Torque


38481 11313 6565 650805 -1114706 0066


38481 6512 11390 1129609 -638885 0281


38481 -0014 13124 1300682 5968 0318


38481 -6517 11364 1126779 647461 0274


38481 -11270 6586 655391 1115580 0203


38481 -13041 -0006 1582 1291178 0145


38481 -11302 -6559 -646832 1119356 -0065


38481 -6526 -11350 -1120802 647133 -0258



Solution Summary

LoadComb


KPYK

PZK

PXK

PYK

PZK

1 0000 -38481 0000 0000 38481 0000 00002 0101 -38481 -33547 -0101 38481 33546 00033 16721 -38481 -29071 -16721 38481 29071 00004 28930 -38481 -16830 -28930 38481 16830 00005 33455 -38481 -0067 -33455 38481 0067 00016 28961 -38481 16808 -28961 38481 -16808 00007 16670 -38481 29158 -16670 38481 -29158 00008 -0035 -38481 33600 0035 38481 -33600 00019 -16684 -38481 29092 16684 38481 -29092 000010 -28851 -38481 16861 28851 38481 -16861 000011 -33386 -38481 -0015 33386 38481 0015 000112 -28933 -38481 -16792 28933 38481 16792 000013 -16706 -38481 -29057 16706 38481 29057 000014 0000 -68650 0000 -0000 68650 0000 000015 0024 -68650 -9807 -0024 68650 9806 000116 4888 -68650 -8497 -4888 68650 8496 000117 8459 -68650 -4916 -8459 68650 4916 000118 9782 -68650 -0015 -9781 68650 0015 000119 8469 -68650 4913 -8468 68650 -4913 000120 4878 -68650 8520 -4877 68650 -8520 000121 -0007 -68650 9820 0007 68650 -9820 000122 -4879 -68650 8502 4878 68650 -8502 000123 -8440 -68650 4924 8439 68650 -4924 000124 -9764 -68650 -0005 9764 68650 0005 000125 -8462 -68650 -4909 8462 68650 4909 000126 -4887 -68650 -8495 4887 68650 8494 000127 0040 -38481 -13104 -0040 38481 13104 000228 6532 -38481 -11356 -6532 38481 11356 000029 11301 -38481 -6574 -11300 38481 6574 000030 13069 -38481 -0026 -13068 38481 0026 000231 11313 -38481 6566 -11313 38481 -6565 000032 6512 -38481 11390 -6512 38481 -11390 000033 -0014 -38481 13125 0014 38481 -13124 000234 -6517 -38481 11364 6517 38481 -11364 000035 -11270 -38481 6586 11270 38481 -6586 000036 -13041 -38481 -0006 13041 38481 0006 000237 -11302 -38481 -6559 11302 38481 6559 000038 -6526 -38481 -11350 6526 38481 11350 0000


LoadCombination



ForceTolerance






SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 36188 33 1930 0002L2 130 - 8475 30128 33 1924 0002L3 8925 - 4425 14667 33 1581 0001L4 495 - 32 4300 33 0831 0000L5 32 - 4 1749 33 0525 0000L6 4 - 0 0026 33 0063 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe33 27712 1908 0002 20529


Pipe33 23740 1855 0002 8754


Mount Pipe33 16287 1650 0001 4070

77000 58532A 33 10839 1370 0001 3306


SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 92369 8 4931 0006L2 130 - 8475 76907 8 4915 0005L3 8925 - 4425 37454 8 4039 0002L4 495 - 32 10986 8 2122 0001



SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL5 32 - 4 4469 8 1341 0000L6 4 - 0 0067 8 0161 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe8 70742 4872 0005 8170


Pipe8 60608 4737 0004 3471


Mount Pipe8 41589 4215 0002 1609

77000 58532A 8 27682 3499 0001 1303

Compression Checks

Pole Design Data

SectionNo

Elevation

ft

Size L

ft

Lu

ft

Klr Fa

ksi

A

in2

ActualPK

AllowPa

K

RatioP

Pa

L1 145 - 130 (1) TP2677x24x01875 15000 0000 00 39000 158199 -2286 616977 0004L2 130 - 8475 (2) TP3527x2677x025 45250 0000 00 39000 271176 -15890 1057590 0015L3 8475 - 4425

(3)TP4226x339247x03125 45000 0000 00 39000 406421 -23797 1585040 0015

L4 4425 - 32 (4) TP439035x406625x0375 17500 0000 00 39000 518098 -28678 2020580 0014L5 32 - 4 (5) TP490892x439035x0470

328000 0000 00 36324 725811 -37150 2636440 0014

L6 4 - 0 (6) TP4983x490892x04892 4000 0000 00 37020 766156 -38469 2836310 0014


SectionNo

Elevation

ft

Size ActualMx

kip-ft

Actualfbx

ksi

AllowFbx

ksi

Ratiofbx

Fbx

ActualMy

kip-ft

Actualfby

ksi

AllowFby

ksi

Ratiofby

Fby

L1 145 - 130 (1) TP2677x24x01875 21118 2440 39000 0063 0000 0000 39000 0000L2 130 - 8475

(2)TP3527x2677x025 63468

333287 39000 0854 0000 0000 39000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 1752308

51159 39000 1312 0000 0000 39000 0000

L4 4425 - 32 (4) TP439035x406625x0375

2286858

49350 39000 1265 0000 0000 39000 0000

L5 32 - 4 (5) TP490892x439035x04703

3190117

44042 36324 1212 0000 0000 36324 0000

L6 4 - 0 (6) TP4983x490892x04892 3324000

42848 37020 1157 0000 0000 37020 0000




SectionNo

Elevation

ft

Size ActualVK

Actualfv

ksi

AllowFv

ksi

RatiofvFv

ActualT

kip-ft

Actualfvt

ksi

AllowFvt

ksi

Ratiofvt

Fvt

L1 145 - 130 (1) TP2677x24x01875 3732 0236 26000 0018 0218 0012 26000 0000L2 130 - 8475

(2)TP3527x2677x025 26298 0970 26000 0075 0031 0001 26000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 29808 0733 26000 0056 0437 0006 26000 0000

L4 4425 - 32 (4) TP439035x406625x0375

31190 0602 26000 0046 0549 0006 26000 0000

L5 32 - 4 (5) TP490892x439035x04703

33320 0459 24216 0038 0774 0005 24216 0000

L6 4 - 0 (6) TP4983x490892x04892 33613 0439 24680 0036 0809 0005 24680 0000


SectionNo

Elevation

ft

RatioP

Pa

Ratiofbx

Fbx

Ratiofby

Fby

RatiofvFv

Ratiofvt

Fvt

CombStressRatio

AllowStressRatio

Criteria

L1 145 - 130 (1) 0004 0063 0000 0018 0000 0066 1333H1-3+VT

L2 130 - 8475(2)

0015 0854 0000 0075 0000 0870 1333H1-3+VT

L3 8475 - 4425(3)

0015 1312 0000 0056 0000 1328 1333H1-3+VT

L4 4425 - 32 (4) 0014 1265 0000 0046 0000 1280 1333H1-3+VT

L5 32 - 4 (5) 0014 1212 0000 0038 0000 1227 1333H1-3+VT

L6 4 - 0 (6) 0014 1157 0000 0036 0000 1171 1333H1-3+VT


SectionNo

Elevationft

ComponentType


PK

SFPallow

K

CapacityPassFail



RATING = 996 Pass



APPENDIX B

BASE LEVEL DRAWING



APPENDIX C








Dwg No E-1

1450 ft

1300 ft

848 ft

443 ft

320 ft

40 ft

00 ft


34 KSHEAR

3324 kip-ftMOMENT

38 KAXIAL


10 KSHEAR

1016 kip-ftMOMENT

69 KAXIAL

Se

ctio

n1

23

45

6

Le

ng

th(f

t)1

50

00

45

25

04

50

00

17

50

02

80

00

40

00

Nu

mb

er

ofS

ide

s1

81

81

81

81

81

8

Th

ickn

ess

(in

)0

18

75

02

50

00

31

25

03

75

00

47

03

04

89

2

So

cke

tL

en

gth

(ft)

45

00

52

50

To

pD

ia(i

n)

24

00

00

26

77

00

33

92

47

40

66

25

43

90

35

49

08

92

Bo

tD

ia(i

n)

26

77

00

35

27

00

42

26

00

43

90

35

49

08

92

49

83

00

Gra

de

A6

07

-65

Re

inf6

05

4ks

iR

ein

f6

17

0ks

i

We

igh

t(K

)0

83

85

73

06

51

02

08














HORIZON COMPACT 133

HORIZON COMPACT 133

TIMING 2000 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133





VHLP25-11 133

VHLP25-11 133





TD-RRH8x20-25 124

TD-RRH8x20-25 124

TD-RRH8x20-25 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900HG-2A 124

IBC1900HG-2A 124

IBC1900HG-2A 124















KS24019-L112A 114

(2) FD9R60042C-3L 114

DB-T1-6Z-8AB-0Z 114

(2) FD9R60042C-3L 114

(2) FD9R60042C-3L 114





RRH2x60-700 114

RRH2x60-700 114

RRH2x60-700 114




RRH2X60-PCS 114

RRH2X60-PCS 114

RRH2X60-PCS 114

DB-T1-6Z-8AB-0Z 114



(2) 777000 w Mount Pipe 105


105


105


105

RRUS 11 B2 105

RRUS 11 B2 105

RRUS 11 B2 105

(2) RRUS-11 105

(2) RRUS-11 105

(2) RRUS-11 105

(4) LGP2140X 105

(4) LGP2140X 105

(4) LGP2140X 105

DC6-48-60-18-8F 105





(2) 777000 w Mount Pipe 105

(2) 777000 w Mount Pipe 105


94


94


94


94

KRY 112 1441 94

KRY 112 1441 94

KRY 112 1441 94


6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94




RRUS 11 B12 94

RRUS 11 B12 94

RRUS 11 B12 94


94


94

58532A 77






Site Data

BU F


App 38 kips

34 kips

Qty 16





Bolt Circle 57 in

Anchor Spacing 6 in












Height in

Thick in

Notch in

Grade ksi

Weld str ksi

Pole Data

Diam 4983 in

Thick 0375 in

Grade 65 ksi




Plate Data




881364



Unfactored Moment M

TIA Revision

Base Reactions


Site Data














No Prying 1354




Weld str ksi




ASIF 1333




881364

Newington


Pole Data

Bolt Data

Plate Data


Reactions


Job Number 37515-07570067805 Page 1















εc = 0003 inin












Number of Sides =

Thickness = in

Fy = ksi






1 12 125 34 Sand 12

2 16 125 30 Sand 12000 28

3

4

5

6

7

8

9

10

11

12















Site Data


App 7119 kipsComp



130 Mu 4546828 ft-kips130 Pu 92547 kips

Concrete70 ft

55418 in23000 psi60 ksi



11141 in D


28




(3)(Sqrt(fc)Fy 00027200 Fy 00033



Provided Rho 079 OK





000 ft-kips 674

Case 1 Case 2



Material Properties

Number of Bars =



at Mu=(φ=065)Mn=








Bar Area =

Pier Properties

Pier Diameter =



Concrete Area =



Max Service Shaft P







BU 881364Newington



Clear Cover to Tie=

Mu Mu

EQ EQ


T-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

TITLE SHEET

SHEET INDEX


T-1 TITLE SHEET

S-1 GENERAL NOTES





S-5 MI CHECKLIST

PROJECT CONTACTS

STRUCTURE OWNER

CROWN CASTLE


PH (518) 373-3510



PH (860) 209-0104

ENGINEER OF RECORD

PJFMODPJFWEBCOM


SHAFT REINFORCING



HIGH STRENGTH GROUT



BU 881364 NEWINGTON

123 COSTELO ROAD


HARTFORD COUNTY

LAT 41deg 39 1872 LONG -72deg 43 1719

APP 309450 REV 0 WO 1128584

WIND DESIGN DATA


LOCAL CODE


CODE


80 MPH

ICE THICKNESS 10 IN







S-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

GENERAL NOTES


1 GENERAL NOTES








































2 STRUCTURAL STEEL
































3 BASE PLATE GROUT







































S-2A

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

FORGBolttrade

DETAILS



(SEE CHART)

1

S-2A


2

S-2A




DISTRIBUTOR CONTACT


PHONE 888-926-4857





KNURLED CONE

BOLT HEAD

SHEAR ZONE

SILICONE BAND

COLOR-CODED WRAP

(SEE CHART)

INTEGRAL SHEAR

SLEEVE

SILICONE BAND

BOLT THREADS

HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1


HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1

BOLT THREADS




SHEAR PLANE(S)



SHEAR SLEEVE

FLARED END

NEW SHAFT

REINFORCING

NEW SHIM PLATE

(AS NECESSARY)

EXISTING

POLE SHAFT

INTEGRAL SHEAR

SLEEVE

BOLT SHEAR ZONE


INSTALLATION NOTES








BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM






FORGBolttrade



GROUP A

FORGBolttrade

Size

(mm)

Overall

Length

(inches)

Estimated

Weight

Each (lbs)

Grip

Range

(inch)

Comment

Color

Code

FORGBolttrade

A325 - P

C88

1

135 531 13 38 to 1 -- RED

2

160 630 16 34 to 1-12 -- GREEN

3

195 768 19 1-14 to 2-14 -- BLUE

4

260 1024 26 2 to 3-12

Splice Bolt

YELLOW

5

365 1437 36 3-12 to 5-12

Flange Jump Bolt

ORANGE

6

440 1732 43 5-12 to 8-12

Flange Jump Bolt

BLACK

DTI

Note



S-2B

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

NEXGEN2trade BOLT

DETAIL


ALLFASTENERS



PHONE 440-232-6060




OUTERMOST

SHEAR

PLANE

1

S-2B


1

POLE SHAFT

SHIM PLATE

(AS NECESSARY)

SHAFT REINFORCING





1

GRIP


29mm OD







NEXGEN2trade WASHER



trade




HIGH TENSILE STEEL

COIL SPRING





POLE SHAFT WALL





MAXIMUM)






INSTRUCTIONS


BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM





















1

S-3

POLE ELEVATION


EXISTING STEP BOLT

(TYP)

S-3

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MONOPOLE

PROFILE

1

S-4






MODIFICATIONS




REINFORCING


A

B

C



SHAFT

SECTION

SECTION

LENGTH

(FT)

PLATE

THICKNESS

(IN)

LAP

SPLICE

(IN)


(IN)

TOP BOTTOM

1 1500 01875 24000 26770 65 18-SIDED

2 4525 02500

5400

26770 35270 65 18-SIDED

3 4500 03125

6300

33925 42260 65 18-SIDED

4 4950 03750 40663 49830 65 18-SIDED

POLE

GRADE

(ksi)

POLE

SHAPE

0

SEE CHART

SEE CHART

44-3

77-0

CL MOUNT

82-0

CL MOUNT

84-9

87-0

CL MOUNT

94-0

CL MOUNT

105-0

CL MOUNT

114-0

CL MOUNT

122-0

CL MOUNT

124-0

CL MOUNT

130-0

133-0

CL MOUNT

145-0

C

A

2

S-3

SECTION

1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


(TYP)

NEW APPROVED BLIND

BOLT (TYP)

EXISTING POLE SHAFT

2

S-3

D

D

58

CJP BACKGOUGE TYP

58

38

38

5

1-0

1

1

4

1 CHAMFER

1 (78)

TYP

EDGE OF NEW BEARING

PLATE TO MATCH EDGE


1

S-4



EXISTING BASE

PLATE

EXISTING ANCHOR ROD

(TYP)



PREPARE EDGE FOR

WELD (TYP)



6 12 MIN

6-6

58

1 14

MA

TC

H E

XIS

TIN

G P

OL

E T

AP

ER

2

1-0










TYP

S-4

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

BASE PLATE

DETAILS

ANCHOR RODS

BASE PLATE












1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


TS1 (TYP)

NEW BEARING PLATE

P1 (TYP)

NEW APPROVED BLIND

BOLT (TYP)


(TYP)

EXISTING POLE SHAFT



EXISTING HIGH PORT

(TYP AT 180deg)

S-5

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MI CHECKLIST

MI CHECKLIST



REPORT ITEM

PRE-CONSTRUCTION


X EOR REVIEW



X




X PACKING SLIPS


CONSTRUCTION







NA






NA




POST-CONSTRUCTION



NA



X PHOTOGRAPHS





1 GENERAL







AT ALL TIMES








2 MI INSPECTOR




INSPECTIONS













4 RECOMMENDATIONS













ON SITE























8 PHOTOGRAPHS





813 RAW MATERIALS
































96 GENERAL






99 STRUCTURAL STEEL



QUESTION











910 WELDING




D11







SPECIFICATIONS
















911 REPORTS











ACCEPTABLE













Site ID CT11782A


Newington CT 06111

September 23 2015








September 23 2015












CALCULATIONS















































Site Total MPE 1412


Site Total 1412



Height (feet)

Total Power Density

(microWcm2)

Frequency (MHz)

Allowable MPE

(microWcm2)

Calculated MPE


T-Mobile 700 MHz LTE 1 86521 95 393 700 467 084



Total 508



Summary





508

Site Total 1412







4) ANALYSIS RESULTS


SectionNo


TypeSize

CriticalElement

P (K)SFP_allow

(K)

CapacityPass Fail

L1 145 - 130 Pole TP2677x24x01875 1 -2286 822430 50 Pass

L2 130 - 8475 Pole TP3527x2677x025 2 -15890 1409767 653 Pass

L3 8475 - 4425 Pole TP4226x339247x03125 3 -23797 2112858 996 Pass

L4 4425 - 32 Pole TP439035x406625x0375 4 -28678 2693433 960 Pass

L5 32 - 4 Pole TP490892x439035x04703 5 -37150 3514374 920 Pass

L6 4 - 0 Pole TP4983x490892x04892 6 -38469 3780801 879 Pass

Summary

Pole (L3) 996 Pass

Rating = 996 Pass





1Base Foundation

Steel0 674 Pass


0 756 Pass





41) Recommendations




APPENDIX A

TNXTOWER OUTPUT



Tower Input Data



not considered

Options






Capacity Exemption


Section Elevation

ft

SectionLength

ft

SpliceLength

ft

Numberof

Sides

TopDiameter

in

BottomDiameter

in

WallThickness

in

BendRadius

in

Pole Grade

L1 145000-130000

15000 0000 18 240000 267700 01875 07500 A607-65(65 ksi)

L2 130000-84750

45250 4500 18 267700 352700 02500 10000 A607-65(65 ksi)

L3 84750-44250 45000 5250 18 339247 422600 03125 12500 A607-65(65 ksi)

L4 44250-32000 17500 0000 18 406625 439035 03750 15000 A607-65(65 ksi)

L5 32000-4000 28000 0000 18 439035 490892 04703 18814 Reinf 6054 ksi(61 ksi)

L6 4000-0000 4000 18 490892 498300 04892 19569 Reinf 6170 ksi(62 ksi)




Section Tip Diain

Areain2

Iin4

rin

Cin

ICin3

Jin4

ItQin2

win

wt

L1 243702 141714 10152211 84534 121920 832694 20317780 70871 38940 20768271830 158199 14123200 94368 135992 1038535 28264984 79115 43815 23368

L2 271830 210436 18698421 94146 135992 1374969 37421446 105238 42715 17086358141 277884 43055913 124321 179172 2403055 86168481 138968 57675 2307

L3 352944 333391 47586642 119323 172337 2761248 95235899 166727 54207 17346429119 416067 92493804 148914 214681 4308434 18510931

4208073 68878 22041

L4 422771 479523 98330478 143021 206566 4760251 196790341

239807 64966 17324

445808 518098 124021775

154526 223030 5560767 248206741

259098 70670 18845

L5 445808 648397 154533190

154188 223030 6928808 309269719

324260 68992 14669

498465 725811 216755604

172597 249373 8692021 433796420

362974 78119 16609

L6 498465 754653 225193878

172530 249373 9030400 450684072

377398 77787 159

505987 766156 235649546

175160 253136 9309192 471609166

383151 79091 16167

TowerElevation

ft

GussetArea

(per face)

ft2

GussetThickness

in


AdjustFactor

Ar


Diagonalsin


Horizontalsin

L1 145000-130000

1 1 1

L2 130000-84750

1 1 1

L3 84750-44250

1 1 1

L4 44250-32000

1 1 1

L5 32000-4000

1 1 1

L6 4000-0000

1 1 1


Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight



00000000000000000000

00000000000000000000


00000000000000000000

00000000000000000000

HB114-1-08U4-M5J(114)


00000000000000000000

00010001000100010001


00000000000000000000

00000000000000000000



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight


Face)114000 - 0000 2 No Ice


01980298039805980998

00010002000400110030

HB158-1-08U8-S8J18(1-58)



01980298039805980998

00010003000500110031


00000000000000000000

00010001000100010001

FB-L98B-002-75000(38)


00000000000000000000

00000000000000000000

WR-VG86ST-BRD(34)


00000000000000000000

00010001000100010001



01630263036205620962

00010003000500100029



00000000000000000000

00010003000500110030



00000000000000000000

00000001000200070023


00000000000000000000

00010001000100010001

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001


00000000000000000000

00010001000100010001



00000000000000000000

00010002000400110030

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001

1 14 Flat


Face)35000 - 0000 1 No Ice

12 Ice1 Ice

020803190431

000100020004



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight

klf2 Ice4 Ice

06531097

00080020


TowerSectio

n

TowerElevation

ft

Face AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

000000000000

000000000000

000000000000

0000000018878

000000001030

L3 84750-44250 ABC

000000000000

000000000000

000000000000

0000000030638

000000001836

L4 44250-32000 ABC

000000000000

000000000000

000000000000

000000009892

000000000559

L5 32000-4000 ABC

000000000000

000000000000

000000000000

0000000027015

000000001299

L6 4000-0000 ABC

000000000000

000000000000

000000000000

000000003859

000000000186


TowerSectio

n

TowerElevation

ft

Faceor

Leg

IceThickness

in

AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

1187 000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

1151 000000000000

000000000000

000000000000

0000000041211

000000003055

L3 84750-44250 ABC

1083 000000000000

000000000000

000000000000

0000000067937

000000005597

L4 44250-32000 ABC

1017 000000000000

000000000000

000000000000

0000000021231

000000001607

L5 32000-4000 ABC

1000 000000000000

000000000000

000000000000

0000000055638

000000003455

L6 4000-0000 ABC

1000 000000000000

000000000000

000000000000

000000007948

000000000494


Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L1 145000-130000 00000 00000 00000 00000L2 130000-84750 -04915 02838 -08739 05046L3 84750-44250 -07953 04591 -13770 07950



Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L4 44250-32000 -08563 04944 -14667 08468L5 32000-4000 -10035 05794 -16591 09579L6 4000-0000 -10156 05864 -16954 09788


Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

LLPX310R-V1 w Mount

PipeA From Leg 4000

00002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


B From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


C From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

01260177023703830778

01260177023703830778

00010002000500140052


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

180419882180

077809181067

003300450058



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

25893512

13912143

00940201


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

APXVSPP18-C-A20 w


00000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752




Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

00000000

12Ice

1 Ice2 Ice4 Ice

5014531659487314

1920214526223680

0097012802010397

TD-RRH8x20-25 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

TD-RRH8x20-25 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

IBC1900BB-1 A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820

800MHz 2X50W RRH


0000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


A From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


B From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


B From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


C From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


C From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


1 Ice2 Ice4 Ice

439054806570875013110

439054806570875013110

01950237028003650534

BXA-800634CFx5 w


00000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573


B From Leg 400000000000

0000 114000 No Ice12Ice

539958446299

361642174834

002800700118



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

72409261

61619183

02330573


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573

KS24019-L112A A From Leg 400000002000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

01560225030204840951

01560225030204840951

00050007000900180056

(2) FD9R60042C-3L A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455

(2) FD9R60042C-3L B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063

(2) FD9R60042C-3L C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939

RRH2x60-700 A From Leg 40000000

0000 114000 No Ice12

39574272

18162075

00600083



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


459652716722

236029574253

010901730354

RRH2x60-700 B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354

RRH2x60-700 C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874

RRUS 11 B2 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

(2) RRUS-11 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice

32493491374142685426

13731551173821383042

00480068009201500310



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

DC6-48-60-18-8F A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14671667187823333378

14671667187823333378

00190037005701050239


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

ERICSSON AIR 21 B2A


00001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


B From Leg 400000001000

0000 94000 No Ice12Ice

682573477863

564264807257

011201690233



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

892611175

886412293

03830807


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806

KRY 112 1441 A From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 B From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 C From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


A From Leg 40000000

0000 94000 No Ice12

1168312404

984211366

00830173



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


131351460117875

129141526720139

027305061151


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151

RRUS 11 B12 A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

58532A C From Leg 400000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

02210290036705481014

02210290036705481014

00000003000600170060


C From Leg 200000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

08501140143020103170

16702340301043507030

00650079009301210177

Dishes

Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight


wShroud (HP)FromLeg

10000000

0000 133000 2917 No Ice12 Ice

66807070

00480080



Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight

K6000 1 Ice

2 Ice4 Ice

746082309780

012001900340


FromLeg

100000006000


66807070746082309780

00480080012001900340


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0025 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0023 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0020 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0017 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0016 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0016 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0005 11867 34698 ABC

000000000000

346983469834698

34698 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0005 11512 125653 ABC

000000000000

125653125653125653

125653 100001000010000

000000000000

00000000

41211L3 84750-

4425064300 121 0004 10833 137739 A

BC

000000000000

137739137739137739

137739 100001000010000

000000000000

00000000

67937L4 44250-

3200038071 1042 0004 10173 45872 A

BC

000000000000

458724587245872

45872 100001000010000

000000000000

00000000

21231L5 32000-

400017740 1 0004 10000 113158 A

BC

000000000000

113158113158113158

113158 100001000010000

000000000000

00000000

55638L6 4000-0000 1995 1 0004 10000 17153 A 0000 17153 17153 10000 0000 0000



SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

BC

00000000

1715317153

1000010000

00000000

00007948


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0010 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0009 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0008 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0007 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0006 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0006 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859

Load Combinations

CombNo

Description




CombNo

Description



Section

No

Elevationft

ComponentType

Condition GovLoad

Comb

Force

K

Major AxisMoment

kip-ft

Minor AxisMoment





Max Torque 5 0933L3 8475 -

4425Pole Max Tension 1 0000 0000 0000








Max Torque 8 -0809

Maximum Reactions




Comb

VerticalK

Horizontal XK

Horizontal ZK



Min Torsion 8 -0809 0035 -33600


LoadCombination

Vertical

K

Shearx

K

Shearz

K


kip-ft


kip-ft

Torque


38481 11313 6565 650805 -1114706 0066


38481 6512 11390 1129609 -638885 0281


38481 -0014 13124 1300682 5968 0318


38481 -6517 11364 1126779 647461 0274


38481 -11270 6586 655391 1115580 0203


38481 -13041 -0006 1582 1291178 0145


38481 -11302 -6559 -646832 1119356 -0065


38481 -6526 -11350 -1120802 647133 -0258



Solution Summary

LoadComb


KPYK

PZK

PXK

PYK

PZK

1 0000 -38481 0000 0000 38481 0000 00002 0101 -38481 -33547 -0101 38481 33546 00033 16721 -38481 -29071 -16721 38481 29071 00004 28930 -38481 -16830 -28930 38481 16830 00005 33455 -38481 -0067 -33455 38481 0067 00016 28961 -38481 16808 -28961 38481 -16808 00007 16670 -38481 29158 -16670 38481 -29158 00008 -0035 -38481 33600 0035 38481 -33600 00019 -16684 -38481 29092 16684 38481 -29092 000010 -28851 -38481 16861 28851 38481 -16861 000011 -33386 -38481 -0015 33386 38481 0015 000112 -28933 -38481 -16792 28933 38481 16792 000013 -16706 -38481 -29057 16706 38481 29057 000014 0000 -68650 0000 -0000 68650 0000 000015 0024 -68650 -9807 -0024 68650 9806 000116 4888 -68650 -8497 -4888 68650 8496 000117 8459 -68650 -4916 -8459 68650 4916 000118 9782 -68650 -0015 -9781 68650 0015 000119 8469 -68650 4913 -8468 68650 -4913 000120 4878 -68650 8520 -4877 68650 -8520 000121 -0007 -68650 9820 0007 68650 -9820 000122 -4879 -68650 8502 4878 68650 -8502 000123 -8440 -68650 4924 8439 68650 -4924 000124 -9764 -68650 -0005 9764 68650 0005 000125 -8462 -68650 -4909 8462 68650 4909 000126 -4887 -68650 -8495 4887 68650 8494 000127 0040 -38481 -13104 -0040 38481 13104 000228 6532 -38481 -11356 -6532 38481 11356 000029 11301 -38481 -6574 -11300 38481 6574 000030 13069 -38481 -0026 -13068 38481 0026 000231 11313 -38481 6566 -11313 38481 -6565 000032 6512 -38481 11390 -6512 38481 -11390 000033 -0014 -38481 13125 0014 38481 -13124 000234 -6517 -38481 11364 6517 38481 -11364 000035 -11270 -38481 6586 11270 38481 -6586 000036 -13041 -38481 -0006 13041 38481 0006 000237 -11302 -38481 -6559 11302 38481 6559 000038 -6526 -38481 -11350 6526 38481 11350 0000


LoadCombination



ForceTolerance






SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 36188 33 1930 0002L2 130 - 8475 30128 33 1924 0002L3 8925 - 4425 14667 33 1581 0001L4 495 - 32 4300 33 0831 0000L5 32 - 4 1749 33 0525 0000L6 4 - 0 0026 33 0063 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe33 27712 1908 0002 20529


Pipe33 23740 1855 0002 8754


Mount Pipe33 16287 1650 0001 4070

77000 58532A 33 10839 1370 0001 3306


SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 92369 8 4931 0006L2 130 - 8475 76907 8 4915 0005L3 8925 - 4425 37454 8 4039 0002L4 495 - 32 10986 8 2122 0001



SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL5 32 - 4 4469 8 1341 0000L6 4 - 0 0067 8 0161 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe8 70742 4872 0005 8170


Pipe8 60608 4737 0004 3471


Mount Pipe8 41589 4215 0002 1609

77000 58532A 8 27682 3499 0001 1303

Compression Checks

Pole Design Data

SectionNo

Elevation

ft

Size L

ft

Lu

ft

Klr Fa

ksi

A

in2

ActualPK

AllowPa

K

RatioP

Pa

L1 145 - 130 (1) TP2677x24x01875 15000 0000 00 39000 158199 -2286 616977 0004L2 130 - 8475 (2) TP3527x2677x025 45250 0000 00 39000 271176 -15890 1057590 0015L3 8475 - 4425

(3)TP4226x339247x03125 45000 0000 00 39000 406421 -23797 1585040 0015

L4 4425 - 32 (4) TP439035x406625x0375 17500 0000 00 39000 518098 -28678 2020580 0014L5 32 - 4 (5) TP490892x439035x0470

328000 0000 00 36324 725811 -37150 2636440 0014

L6 4 - 0 (6) TP4983x490892x04892 4000 0000 00 37020 766156 -38469 2836310 0014


SectionNo

Elevation

ft

Size ActualMx

kip-ft

Actualfbx

ksi

AllowFbx

ksi

Ratiofbx

Fbx

ActualMy

kip-ft

Actualfby

ksi

AllowFby

ksi

Ratiofby

Fby

L1 145 - 130 (1) TP2677x24x01875 21118 2440 39000 0063 0000 0000 39000 0000L2 130 - 8475

(2)TP3527x2677x025 63468

333287 39000 0854 0000 0000 39000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 1752308

51159 39000 1312 0000 0000 39000 0000

L4 4425 - 32 (4) TP439035x406625x0375

2286858

49350 39000 1265 0000 0000 39000 0000

L5 32 - 4 (5) TP490892x439035x04703

3190117

44042 36324 1212 0000 0000 36324 0000

L6 4 - 0 (6) TP4983x490892x04892 3324000

42848 37020 1157 0000 0000 37020 0000




SectionNo

Elevation

ft

Size ActualVK

Actualfv

ksi

AllowFv

ksi

RatiofvFv

ActualT

kip-ft

Actualfvt

ksi

AllowFvt

ksi

Ratiofvt

Fvt

L1 145 - 130 (1) TP2677x24x01875 3732 0236 26000 0018 0218 0012 26000 0000L2 130 - 8475

(2)TP3527x2677x025 26298 0970 26000 0075 0031 0001 26000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 29808 0733 26000 0056 0437 0006 26000 0000

L4 4425 - 32 (4) TP439035x406625x0375

31190 0602 26000 0046 0549 0006 26000 0000

L5 32 - 4 (5) TP490892x439035x04703

33320 0459 24216 0038 0774 0005 24216 0000

L6 4 - 0 (6) TP4983x490892x04892 33613 0439 24680 0036 0809 0005 24680 0000


SectionNo

Elevation

ft

RatioP

Pa

Ratiofbx

Fbx

Ratiofby

Fby

RatiofvFv

Ratiofvt

Fvt

CombStressRatio

AllowStressRatio

Criteria

L1 145 - 130 (1) 0004 0063 0000 0018 0000 0066 1333H1-3+VT

L2 130 - 8475(2)

0015 0854 0000 0075 0000 0870 1333H1-3+VT

L3 8475 - 4425(3)

0015 1312 0000 0056 0000 1328 1333H1-3+VT

L4 4425 - 32 (4) 0014 1265 0000 0046 0000 1280 1333H1-3+VT

L5 32 - 4 (5) 0014 1212 0000 0038 0000 1227 1333H1-3+VT

L6 4 - 0 (6) 0014 1157 0000 0036 0000 1171 1333H1-3+VT


SectionNo

Elevationft

ComponentType


PK

SFPallow

K

CapacityPassFail



RATING = 996 Pass



APPENDIX B

BASE LEVEL DRAWING



APPENDIX C








Dwg No E-1

1450 ft

1300 ft

848 ft

443 ft

320 ft

40 ft

00 ft


34 KSHEAR

3324 kip-ftMOMENT

38 KAXIAL


10 KSHEAR

1016 kip-ftMOMENT

69 KAXIAL

Se

ctio

n1

23

45

6

Le

ng

th(f

t)1

50

00

45

25

04

50

00

17

50

02

80

00

40

00

Nu

mb

er

ofS

ide

s1

81

81

81

81

81

8

Th

ickn

ess

(in

)0

18

75

02

50

00

31

25

03

75

00

47

03

04

89

2

So

cke

tL

en

gth

(ft)

45

00

52

50

To

pD

ia(i

n)

24

00

00

26

77

00

33

92

47

40

66

25

43

90

35

49

08

92

Bo

tD

ia(i

n)

26

77

00

35

27

00

42

26

00

43

90

35

49

08

92

49

83

00

Gra

de

A6

07

-65

Re

inf6

05

4ks

iR

ein

f6

17

0ks

i

We

igh

t(K

)0

83

85

73

06

51

02

08














HORIZON COMPACT 133

HORIZON COMPACT 133

TIMING 2000 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133





VHLP25-11 133

VHLP25-11 133





TD-RRH8x20-25 124

TD-RRH8x20-25 124

TD-RRH8x20-25 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900HG-2A 124

IBC1900HG-2A 124

IBC1900HG-2A 124















KS24019-L112A 114

(2) FD9R60042C-3L 114

DB-T1-6Z-8AB-0Z 114

(2) FD9R60042C-3L 114

(2) FD9R60042C-3L 114





RRH2x60-700 114

RRH2x60-700 114

RRH2x60-700 114




RRH2X60-PCS 114

RRH2X60-PCS 114

RRH2X60-PCS 114

DB-T1-6Z-8AB-0Z 114



(2) 777000 w Mount Pipe 105


105


105


105

RRUS 11 B2 105

RRUS 11 B2 105

RRUS 11 B2 105

(2) RRUS-11 105

(2) RRUS-11 105

(2) RRUS-11 105

(4) LGP2140X 105

(4) LGP2140X 105

(4) LGP2140X 105

DC6-48-60-18-8F 105





(2) 777000 w Mount Pipe 105

(2) 777000 w Mount Pipe 105


94


94


94


94

KRY 112 1441 94

KRY 112 1441 94

KRY 112 1441 94


6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94




RRUS 11 B12 94

RRUS 11 B12 94

RRUS 11 B12 94


94


94

58532A 77






Site Data

BU F


App 38 kips

34 kips

Qty 16





Bolt Circle 57 in

Anchor Spacing 6 in












Height in

Thick in

Notch in

Grade ksi

Weld str ksi

Pole Data

Diam 4983 in

Thick 0375 in

Grade 65 ksi




Plate Data




881364



Unfactored Moment M

TIA Revision

Base Reactions


Site Data














No Prying 1354




Weld str ksi




ASIF 1333




881364

Newington


Pole Data

Bolt Data

Plate Data


Reactions


Job Number 37515-07570067805 Page 1















εc = 0003 inin












Number of Sides =

Thickness = in

Fy = ksi






1 12 125 34 Sand 12

2 16 125 30 Sand 12000 28

3

4

5

6

7

8

9

10

11

12















Site Data


App 7119 kipsComp



130 Mu 4546828 ft-kips130 Pu 92547 kips

Concrete70 ft

55418 in23000 psi60 ksi



11141 in D


28




(3)(Sqrt(fc)Fy 00027200 Fy 00033



Provided Rho 079 OK





000 ft-kips 674

Case 1 Case 2



Material Properties

Number of Bars =



at Mu=(φ=065)Mn=








Bar Area =

Pier Properties

Pier Diameter =



Concrete Area =



Max Service Shaft P







BU 881364Newington



Clear Cover to Tie=

Mu Mu

EQ EQ


T-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

TITLE SHEET

SHEET INDEX


T-1 TITLE SHEET

S-1 GENERAL NOTES





S-5 MI CHECKLIST

PROJECT CONTACTS

STRUCTURE OWNER

CROWN CASTLE


PH (518) 373-3510



PH (860) 209-0104

ENGINEER OF RECORD

PJFMODPJFWEBCOM


SHAFT REINFORCING



HIGH STRENGTH GROUT



BU 881364 NEWINGTON

123 COSTELO ROAD


HARTFORD COUNTY

LAT 41deg 39 1872 LONG -72deg 43 1719

APP 309450 REV 0 WO 1128584

WIND DESIGN DATA


LOCAL CODE


CODE


80 MPH

ICE THICKNESS 10 IN







S-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

GENERAL NOTES


1 GENERAL NOTES








































2 STRUCTURAL STEEL
































3 BASE PLATE GROUT







































S-2A

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

FORGBolttrade

DETAILS



(SEE CHART)

1

S-2A


2

S-2A




DISTRIBUTOR CONTACT


PHONE 888-926-4857





KNURLED CONE

BOLT HEAD

SHEAR ZONE

SILICONE BAND

COLOR-CODED WRAP

(SEE CHART)

INTEGRAL SHEAR

SLEEVE

SILICONE BAND

BOLT THREADS

HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1


HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1

BOLT THREADS




SHEAR PLANE(S)



SHEAR SLEEVE

FLARED END

NEW SHAFT

REINFORCING

NEW SHIM PLATE

(AS NECESSARY)

EXISTING

POLE SHAFT

INTEGRAL SHEAR

SLEEVE

BOLT SHEAR ZONE


INSTALLATION NOTES








BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM






FORGBolttrade



GROUP A

FORGBolttrade

Size

(mm)

Overall

Length

(inches)

Estimated

Weight

Each (lbs)

Grip

Range

(inch)

Comment

Color

Code

FORGBolttrade

A325 - P

C88

1

135 531 13 38 to 1 -- RED

2

160 630 16 34 to 1-12 -- GREEN

3

195 768 19 1-14 to 2-14 -- BLUE

4

260 1024 26 2 to 3-12

Splice Bolt

YELLOW

5

365 1437 36 3-12 to 5-12

Flange Jump Bolt

ORANGE

6

440 1732 43 5-12 to 8-12

Flange Jump Bolt

BLACK

DTI

Note



S-2B

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

NEXGEN2trade BOLT

DETAIL


ALLFASTENERS



PHONE 440-232-6060




OUTERMOST

SHEAR

PLANE

1

S-2B


1

POLE SHAFT

SHIM PLATE

(AS NECESSARY)

SHAFT REINFORCING





1

GRIP


29mm OD







NEXGEN2trade WASHER



trade




HIGH TENSILE STEEL

COIL SPRING





POLE SHAFT WALL





MAXIMUM)






INSTRUCTIONS


BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM





















1

S-3

POLE ELEVATION


EXISTING STEP BOLT

(TYP)

S-3

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MONOPOLE

PROFILE

1

S-4






MODIFICATIONS




REINFORCING


A

B

C



SHAFT

SECTION

SECTION

LENGTH

(FT)

PLATE

THICKNESS

(IN)

LAP

SPLICE

(IN)


(IN)

TOP BOTTOM

1 1500 01875 24000 26770 65 18-SIDED

2 4525 02500

5400

26770 35270 65 18-SIDED

3 4500 03125

6300

33925 42260 65 18-SIDED

4 4950 03750 40663 49830 65 18-SIDED

POLE

GRADE

(ksi)

POLE

SHAPE

0

SEE CHART

SEE CHART

44-3

77-0

CL MOUNT

82-0

CL MOUNT

84-9

87-0

CL MOUNT

94-0

CL MOUNT

105-0

CL MOUNT

114-0

CL MOUNT

122-0

CL MOUNT

124-0

CL MOUNT

130-0

133-0

CL MOUNT

145-0

C

A

2

S-3

SECTION

1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


(TYP)

NEW APPROVED BLIND

BOLT (TYP)

EXISTING POLE SHAFT

2

S-3

D

D

58

CJP BACKGOUGE TYP

58

38

38

5

1-0

1

1

4

1 CHAMFER

1 (78)

TYP

EDGE OF NEW BEARING

PLATE TO MATCH EDGE


1

S-4



EXISTING BASE

PLATE

EXISTING ANCHOR ROD

(TYP)



PREPARE EDGE FOR

WELD (TYP)



6 12 MIN

6-6

58

1 14

MA

TC

H E

XIS

TIN

G P

OL

E T

AP

ER

2

1-0










TYP

S-4

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

BASE PLATE

DETAILS

ANCHOR RODS

BASE PLATE












1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


TS1 (TYP)

NEW BEARING PLATE

P1 (TYP)

NEW APPROVED BLIND

BOLT (TYP)


(TYP)

EXISTING POLE SHAFT



EXISTING HIGH PORT

(TYP AT 180deg)

S-5

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MI CHECKLIST

MI CHECKLIST



REPORT ITEM

PRE-CONSTRUCTION


X EOR REVIEW



X




X PACKING SLIPS


CONSTRUCTION







NA






NA




POST-CONSTRUCTION



NA



X PHOTOGRAPHS





1 GENERAL







AT ALL TIMES








2 MI INSPECTOR




INSPECTIONS













4 RECOMMENDATIONS













ON SITE























8 PHOTOGRAPHS





813 RAW MATERIALS
































96 GENERAL






99 STRUCTURAL STEEL



QUESTION











910 WELDING




D11







SPECIFICATIONS
















911 REPORTS











ACCEPTABLE













Site ID CT11782A


Newington CT 06111

September 23 2015








September 23 2015












CALCULATIONS















































Site Total MPE 1412


Site Total 1412



Height (feet)

Total Power Density

(microWcm2)

Frequency (MHz)

Allowable MPE

(microWcm2)

Calculated MPE


T-Mobile 700 MHz LTE 1 86521 95 393 700 467 084



Total 508



Summary





508

Site Total 1412







APPENDIX A

TNXTOWER OUTPUT



Tower Input Data



not considered

Options






Capacity Exemption


Section Elevation

ft

SectionLength

ft

SpliceLength

ft

Numberof

Sides

TopDiameter

in

BottomDiameter

in

WallThickness

in

BendRadius

in

Pole Grade

L1 145000-130000

15000 0000 18 240000 267700 01875 07500 A607-65(65 ksi)

L2 130000-84750

45250 4500 18 267700 352700 02500 10000 A607-65(65 ksi)

L3 84750-44250 45000 5250 18 339247 422600 03125 12500 A607-65(65 ksi)

L4 44250-32000 17500 0000 18 406625 439035 03750 15000 A607-65(65 ksi)

L5 32000-4000 28000 0000 18 439035 490892 04703 18814 Reinf 6054 ksi(61 ksi)

L6 4000-0000 4000 18 490892 498300 04892 19569 Reinf 6170 ksi(62 ksi)




Section Tip Diain

Areain2

Iin4

rin

Cin

ICin3

Jin4

ItQin2

win

wt

L1 243702 141714 10152211 84534 121920 832694 20317780 70871 38940 20768271830 158199 14123200 94368 135992 1038535 28264984 79115 43815 23368

L2 271830 210436 18698421 94146 135992 1374969 37421446 105238 42715 17086358141 277884 43055913 124321 179172 2403055 86168481 138968 57675 2307

L3 352944 333391 47586642 119323 172337 2761248 95235899 166727 54207 17346429119 416067 92493804 148914 214681 4308434 18510931

4208073 68878 22041

L4 422771 479523 98330478 143021 206566 4760251 196790341

239807 64966 17324

445808 518098 124021775

154526 223030 5560767 248206741

259098 70670 18845

L5 445808 648397 154533190

154188 223030 6928808 309269719

324260 68992 14669

498465 725811 216755604

172597 249373 8692021 433796420

362974 78119 16609

L6 498465 754653 225193878

172530 249373 9030400 450684072

377398 77787 159

505987 766156 235649546

175160 253136 9309192 471609166

383151 79091 16167

TowerElevation

ft

GussetArea

(per face)

ft2

GussetThickness

in


AdjustFactor

Ar


Diagonalsin


Horizontalsin

L1 145000-130000

1 1 1

L2 130000-84750

1 1 1

L3 84750-44250

1 1 1

L4 44250-32000

1 1 1

L5 32000-4000

1 1 1

L6 4000-0000

1 1 1


Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight



00000000000000000000

00000000000000000000


00000000000000000000

00000000000000000000

HB114-1-08U4-M5J(114)


00000000000000000000

00010001000100010001


00000000000000000000

00000000000000000000



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight


Face)114000 - 0000 2 No Ice


01980298039805980998

00010002000400110030

HB158-1-08U8-S8J18(1-58)



01980298039805980998

00010003000500110031


00000000000000000000

00010001000100010001

FB-L98B-002-75000(38)


00000000000000000000

00000000000000000000

WR-VG86ST-BRD(34)


00000000000000000000

00010001000100010001



01630263036205620962

00010003000500100029



00000000000000000000

00010003000500110030



00000000000000000000

00000001000200070023


00000000000000000000

00010001000100010001

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001


00000000000000000000

00010001000100010001



00000000000000000000

00010002000400110030

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001

1 14 Flat


Face)35000 - 0000 1 No Ice

12 Ice1 Ice

020803190431

000100020004



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight

klf2 Ice4 Ice

06531097

00080020


TowerSectio

n

TowerElevation

ft

Face AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

000000000000

000000000000

000000000000

0000000018878

000000001030

L3 84750-44250 ABC

000000000000

000000000000

000000000000

0000000030638

000000001836

L4 44250-32000 ABC

000000000000

000000000000

000000000000

000000009892

000000000559

L5 32000-4000 ABC

000000000000

000000000000

000000000000

0000000027015

000000001299

L6 4000-0000 ABC

000000000000

000000000000

000000000000

000000003859

000000000186


TowerSectio

n

TowerElevation

ft

Faceor

Leg

IceThickness

in

AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

1187 000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

1151 000000000000

000000000000

000000000000

0000000041211

000000003055

L3 84750-44250 ABC

1083 000000000000

000000000000

000000000000

0000000067937

000000005597

L4 44250-32000 ABC

1017 000000000000

000000000000

000000000000

0000000021231

000000001607

L5 32000-4000 ABC

1000 000000000000

000000000000

000000000000

0000000055638

000000003455

L6 4000-0000 ABC

1000 000000000000

000000000000

000000000000

000000007948

000000000494


Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L1 145000-130000 00000 00000 00000 00000L2 130000-84750 -04915 02838 -08739 05046L3 84750-44250 -07953 04591 -13770 07950



Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L4 44250-32000 -08563 04944 -14667 08468L5 32000-4000 -10035 05794 -16591 09579L6 4000-0000 -10156 05864 -16954 09788


Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

LLPX310R-V1 w Mount

PipeA From Leg 4000

00002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


B From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


C From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

01260177023703830778

01260177023703830778

00010002000500140052


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

180419882180

077809181067

003300450058



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

25893512

13912143

00940201


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

APXVSPP18-C-A20 w


00000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752




Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

00000000

12Ice

1 Ice2 Ice4 Ice

5014531659487314

1920214526223680

0097012802010397

TD-RRH8x20-25 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

TD-RRH8x20-25 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

IBC1900BB-1 A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820

800MHz 2X50W RRH


0000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


A From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


B From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


B From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


C From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


C From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


1 Ice2 Ice4 Ice

439054806570875013110

439054806570875013110

01950237028003650534

BXA-800634CFx5 w


00000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573


B From Leg 400000000000

0000 114000 No Ice12Ice

539958446299

361642174834

002800700118



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

72409261

61619183

02330573


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573

KS24019-L112A A From Leg 400000002000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

01560225030204840951

01560225030204840951

00050007000900180056

(2) FD9R60042C-3L A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455

(2) FD9R60042C-3L B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063

(2) FD9R60042C-3L C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939

RRH2x60-700 A From Leg 40000000

0000 114000 No Ice12

39574272

18162075

00600083



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


459652716722

236029574253

010901730354

RRH2x60-700 B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354

RRH2x60-700 C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874

RRUS 11 B2 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

(2) RRUS-11 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice

32493491374142685426

13731551173821383042

00480068009201500310



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

DC6-48-60-18-8F A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14671667187823333378

14671667187823333378

00190037005701050239


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

ERICSSON AIR 21 B2A


00001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


B From Leg 400000001000

0000 94000 No Ice12Ice

682573477863

564264807257

011201690233



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

892611175

886412293

03830807


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806

KRY 112 1441 A From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 B From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 C From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


A From Leg 40000000

0000 94000 No Ice12

1168312404

984211366

00830173



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


131351460117875

129141526720139

027305061151


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151

RRUS 11 B12 A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

58532A C From Leg 400000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

02210290036705481014

02210290036705481014

00000003000600170060


C From Leg 200000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

08501140143020103170

16702340301043507030

00650079009301210177

Dishes

Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight


wShroud (HP)FromLeg

10000000

0000 133000 2917 No Ice12 Ice

66807070

00480080



Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight

K6000 1 Ice

2 Ice4 Ice

746082309780

012001900340


FromLeg

100000006000


66807070746082309780

00480080012001900340


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0025 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0023 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0020 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0017 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0016 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0016 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0005 11867 34698 ABC

000000000000

346983469834698

34698 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0005 11512 125653 ABC

000000000000

125653125653125653

125653 100001000010000

000000000000

00000000

41211L3 84750-

4425064300 121 0004 10833 137739 A

BC

000000000000

137739137739137739

137739 100001000010000

000000000000

00000000

67937L4 44250-

3200038071 1042 0004 10173 45872 A

BC

000000000000

458724587245872

45872 100001000010000

000000000000

00000000

21231L5 32000-

400017740 1 0004 10000 113158 A

BC

000000000000

113158113158113158

113158 100001000010000

000000000000

00000000

55638L6 4000-0000 1995 1 0004 10000 17153 A 0000 17153 17153 10000 0000 0000



SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

BC

00000000

1715317153

1000010000

00000000

00007948


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0010 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0009 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0008 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0007 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0006 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0006 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859

Load Combinations

CombNo

Description




CombNo

Description



Section

No

Elevationft

ComponentType

Condition GovLoad

Comb

Force

K

Major AxisMoment

kip-ft

Minor AxisMoment





Max Torque 5 0933L3 8475 -

4425Pole Max Tension 1 0000 0000 0000








Max Torque 8 -0809

Maximum Reactions




Comb

VerticalK

Horizontal XK

Horizontal ZK



Min Torsion 8 -0809 0035 -33600


LoadCombination

Vertical

K

Shearx

K

Shearz

K


kip-ft


kip-ft

Torque


38481 11313 6565 650805 -1114706 0066


38481 6512 11390 1129609 -638885 0281


38481 -0014 13124 1300682 5968 0318


38481 -6517 11364 1126779 647461 0274


38481 -11270 6586 655391 1115580 0203


38481 -13041 -0006 1582 1291178 0145


38481 -11302 -6559 -646832 1119356 -0065


38481 -6526 -11350 -1120802 647133 -0258



Solution Summary

LoadComb


KPYK

PZK

PXK

PYK

PZK

1 0000 -38481 0000 0000 38481 0000 00002 0101 -38481 -33547 -0101 38481 33546 00033 16721 -38481 -29071 -16721 38481 29071 00004 28930 -38481 -16830 -28930 38481 16830 00005 33455 -38481 -0067 -33455 38481 0067 00016 28961 -38481 16808 -28961 38481 -16808 00007 16670 -38481 29158 -16670 38481 -29158 00008 -0035 -38481 33600 0035 38481 -33600 00019 -16684 -38481 29092 16684 38481 -29092 000010 -28851 -38481 16861 28851 38481 -16861 000011 -33386 -38481 -0015 33386 38481 0015 000112 -28933 -38481 -16792 28933 38481 16792 000013 -16706 -38481 -29057 16706 38481 29057 000014 0000 -68650 0000 -0000 68650 0000 000015 0024 -68650 -9807 -0024 68650 9806 000116 4888 -68650 -8497 -4888 68650 8496 000117 8459 -68650 -4916 -8459 68650 4916 000118 9782 -68650 -0015 -9781 68650 0015 000119 8469 -68650 4913 -8468 68650 -4913 000120 4878 -68650 8520 -4877 68650 -8520 000121 -0007 -68650 9820 0007 68650 -9820 000122 -4879 -68650 8502 4878 68650 -8502 000123 -8440 -68650 4924 8439 68650 -4924 000124 -9764 -68650 -0005 9764 68650 0005 000125 -8462 -68650 -4909 8462 68650 4909 000126 -4887 -68650 -8495 4887 68650 8494 000127 0040 -38481 -13104 -0040 38481 13104 000228 6532 -38481 -11356 -6532 38481 11356 000029 11301 -38481 -6574 -11300 38481 6574 000030 13069 -38481 -0026 -13068 38481 0026 000231 11313 -38481 6566 -11313 38481 -6565 000032 6512 -38481 11390 -6512 38481 -11390 000033 -0014 -38481 13125 0014 38481 -13124 000234 -6517 -38481 11364 6517 38481 -11364 000035 -11270 -38481 6586 11270 38481 -6586 000036 -13041 -38481 -0006 13041 38481 0006 000237 -11302 -38481 -6559 11302 38481 6559 000038 -6526 -38481 -11350 6526 38481 11350 0000


LoadCombination



ForceTolerance






SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 36188 33 1930 0002L2 130 - 8475 30128 33 1924 0002L3 8925 - 4425 14667 33 1581 0001L4 495 - 32 4300 33 0831 0000L5 32 - 4 1749 33 0525 0000L6 4 - 0 0026 33 0063 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe33 27712 1908 0002 20529


Pipe33 23740 1855 0002 8754


Mount Pipe33 16287 1650 0001 4070

77000 58532A 33 10839 1370 0001 3306


SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 92369 8 4931 0006L2 130 - 8475 76907 8 4915 0005L3 8925 - 4425 37454 8 4039 0002L4 495 - 32 10986 8 2122 0001



SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL5 32 - 4 4469 8 1341 0000L6 4 - 0 0067 8 0161 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe8 70742 4872 0005 8170


Pipe8 60608 4737 0004 3471


Mount Pipe8 41589 4215 0002 1609

77000 58532A 8 27682 3499 0001 1303

Compression Checks

Pole Design Data

SectionNo

Elevation

ft

Size L

ft

Lu

ft

Klr Fa

ksi

A

in2

ActualPK

AllowPa

K

RatioP

Pa

L1 145 - 130 (1) TP2677x24x01875 15000 0000 00 39000 158199 -2286 616977 0004L2 130 - 8475 (2) TP3527x2677x025 45250 0000 00 39000 271176 -15890 1057590 0015L3 8475 - 4425

(3)TP4226x339247x03125 45000 0000 00 39000 406421 -23797 1585040 0015

L4 4425 - 32 (4) TP439035x406625x0375 17500 0000 00 39000 518098 -28678 2020580 0014L5 32 - 4 (5) TP490892x439035x0470

328000 0000 00 36324 725811 -37150 2636440 0014

L6 4 - 0 (6) TP4983x490892x04892 4000 0000 00 37020 766156 -38469 2836310 0014


SectionNo

Elevation

ft

Size ActualMx

kip-ft

Actualfbx

ksi

AllowFbx

ksi

Ratiofbx

Fbx

ActualMy

kip-ft

Actualfby

ksi

AllowFby

ksi

Ratiofby

Fby

L1 145 - 130 (1) TP2677x24x01875 21118 2440 39000 0063 0000 0000 39000 0000L2 130 - 8475

(2)TP3527x2677x025 63468

333287 39000 0854 0000 0000 39000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 1752308

51159 39000 1312 0000 0000 39000 0000

L4 4425 - 32 (4) TP439035x406625x0375

2286858

49350 39000 1265 0000 0000 39000 0000

L5 32 - 4 (5) TP490892x439035x04703

3190117

44042 36324 1212 0000 0000 36324 0000

L6 4 - 0 (6) TP4983x490892x04892 3324000

42848 37020 1157 0000 0000 37020 0000




SectionNo

Elevation

ft

Size ActualVK

Actualfv

ksi

AllowFv

ksi

RatiofvFv

ActualT

kip-ft

Actualfvt

ksi

AllowFvt

ksi

Ratiofvt

Fvt

L1 145 - 130 (1) TP2677x24x01875 3732 0236 26000 0018 0218 0012 26000 0000L2 130 - 8475

(2)TP3527x2677x025 26298 0970 26000 0075 0031 0001 26000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 29808 0733 26000 0056 0437 0006 26000 0000

L4 4425 - 32 (4) TP439035x406625x0375

31190 0602 26000 0046 0549 0006 26000 0000

L5 32 - 4 (5) TP490892x439035x04703

33320 0459 24216 0038 0774 0005 24216 0000

L6 4 - 0 (6) TP4983x490892x04892 33613 0439 24680 0036 0809 0005 24680 0000


SectionNo

Elevation

ft

RatioP

Pa

Ratiofbx

Fbx

Ratiofby

Fby

RatiofvFv

Ratiofvt

Fvt

CombStressRatio

AllowStressRatio

Criteria

L1 145 - 130 (1) 0004 0063 0000 0018 0000 0066 1333H1-3+VT

L2 130 - 8475(2)

0015 0854 0000 0075 0000 0870 1333H1-3+VT

L3 8475 - 4425(3)

0015 1312 0000 0056 0000 1328 1333H1-3+VT

L4 4425 - 32 (4) 0014 1265 0000 0046 0000 1280 1333H1-3+VT

L5 32 - 4 (5) 0014 1212 0000 0038 0000 1227 1333H1-3+VT

L6 4 - 0 (6) 0014 1157 0000 0036 0000 1171 1333H1-3+VT


SectionNo

Elevationft

ComponentType


PK

SFPallow

K

CapacityPassFail



RATING = 996 Pass



APPENDIX B

BASE LEVEL DRAWING



APPENDIX C








Dwg No E-1

1450 ft

1300 ft

848 ft

443 ft

320 ft

40 ft

00 ft


34 KSHEAR

3324 kip-ftMOMENT

38 KAXIAL


10 KSHEAR

1016 kip-ftMOMENT

69 KAXIAL

Se

ctio

n1

23

45

6

Le

ng

th(f

t)1

50

00

45

25

04

50

00

17

50

02

80

00

40

00

Nu

mb

er

ofS

ide

s1

81

81

81

81

81

8

Th

ickn

ess

(in

)0

18

75

02

50

00

31

25

03

75

00

47

03

04

89

2

So

cke

tL

en

gth

(ft)

45

00

52

50

To

pD

ia(i

n)

24

00

00

26

77

00

33

92

47

40

66

25

43

90

35

49

08

92

Bo

tD

ia(i

n)

26

77

00

35

27

00

42

26

00

43

90

35

49

08

92

49

83

00

Gra

de

A6

07

-65

Re

inf6

05

4ks

iR

ein

f6

17

0ks

i

We

igh

t(K

)0

83

85

73

06

51

02

08














HORIZON COMPACT 133

HORIZON COMPACT 133

TIMING 2000 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133





VHLP25-11 133

VHLP25-11 133





TD-RRH8x20-25 124

TD-RRH8x20-25 124

TD-RRH8x20-25 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900HG-2A 124

IBC1900HG-2A 124

IBC1900HG-2A 124















KS24019-L112A 114

(2) FD9R60042C-3L 114

DB-T1-6Z-8AB-0Z 114

(2) FD9R60042C-3L 114

(2) FD9R60042C-3L 114





RRH2x60-700 114

RRH2x60-700 114

RRH2x60-700 114




RRH2X60-PCS 114

RRH2X60-PCS 114

RRH2X60-PCS 114

DB-T1-6Z-8AB-0Z 114



(2) 777000 w Mount Pipe 105


105


105


105

RRUS 11 B2 105

RRUS 11 B2 105

RRUS 11 B2 105

(2) RRUS-11 105

(2) RRUS-11 105

(2) RRUS-11 105

(4) LGP2140X 105

(4) LGP2140X 105

(4) LGP2140X 105

DC6-48-60-18-8F 105





(2) 777000 w Mount Pipe 105

(2) 777000 w Mount Pipe 105


94


94


94


94

KRY 112 1441 94

KRY 112 1441 94

KRY 112 1441 94


6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94




RRUS 11 B12 94

RRUS 11 B12 94

RRUS 11 B12 94


94


94

58532A 77






Site Data

BU F


App 38 kips

34 kips

Qty 16





Bolt Circle 57 in

Anchor Spacing 6 in












Height in

Thick in

Notch in

Grade ksi

Weld str ksi

Pole Data

Diam 4983 in

Thick 0375 in

Grade 65 ksi




Plate Data




881364



Unfactored Moment M

TIA Revision

Base Reactions


Site Data














No Prying 1354




Weld str ksi




ASIF 1333




881364

Newington


Pole Data

Bolt Data

Plate Data


Reactions


Job Number 37515-07570067805 Page 1















εc = 0003 inin












Number of Sides =

Thickness = in

Fy = ksi






1 12 125 34 Sand 12

2 16 125 30 Sand 12000 28

3

4

5

6

7

8

9

10

11

12















Site Data


App 7119 kipsComp



130 Mu 4546828 ft-kips130 Pu 92547 kips

Concrete70 ft

55418 in23000 psi60 ksi



11141 in D


28




(3)(Sqrt(fc)Fy 00027200 Fy 00033



Provided Rho 079 OK





000 ft-kips 674

Case 1 Case 2



Material Properties

Number of Bars =



at Mu=(φ=065)Mn=








Bar Area =

Pier Properties

Pier Diameter =



Concrete Area =



Max Service Shaft P







BU 881364Newington



Clear Cover to Tie=

Mu Mu

EQ EQ


T-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

TITLE SHEET

SHEET INDEX


T-1 TITLE SHEET

S-1 GENERAL NOTES





S-5 MI CHECKLIST

PROJECT CONTACTS

STRUCTURE OWNER

CROWN CASTLE


PH (518) 373-3510



PH (860) 209-0104

ENGINEER OF RECORD

PJFMODPJFWEBCOM


SHAFT REINFORCING



HIGH STRENGTH GROUT



BU 881364 NEWINGTON

123 COSTELO ROAD


HARTFORD COUNTY

LAT 41deg 39 1872 LONG -72deg 43 1719

APP 309450 REV 0 WO 1128584

WIND DESIGN DATA


LOCAL CODE


CODE


80 MPH

ICE THICKNESS 10 IN







S-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

GENERAL NOTES


1 GENERAL NOTES








































2 STRUCTURAL STEEL
































3 BASE PLATE GROUT







































S-2A

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

FORGBolttrade

DETAILS



(SEE CHART)

1

S-2A


2

S-2A




DISTRIBUTOR CONTACT


PHONE 888-926-4857





KNURLED CONE

BOLT HEAD

SHEAR ZONE

SILICONE BAND

COLOR-CODED WRAP

(SEE CHART)

INTEGRAL SHEAR

SLEEVE

SILICONE BAND

BOLT THREADS

HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1


HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1

BOLT THREADS




SHEAR PLANE(S)



SHEAR SLEEVE

FLARED END

NEW SHAFT

REINFORCING

NEW SHIM PLATE

(AS NECESSARY)

EXISTING

POLE SHAFT

INTEGRAL SHEAR

SLEEVE

BOLT SHEAR ZONE


INSTALLATION NOTES








BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM






FORGBolttrade



GROUP A

FORGBolttrade

Size

(mm)

Overall

Length

(inches)

Estimated

Weight

Each (lbs)

Grip

Range

(inch)

Comment

Color

Code

FORGBolttrade

A325 - P

C88

1

135 531 13 38 to 1 -- RED

2

160 630 16 34 to 1-12 -- GREEN

3

195 768 19 1-14 to 2-14 -- BLUE

4

260 1024 26 2 to 3-12

Splice Bolt

YELLOW

5

365 1437 36 3-12 to 5-12

Flange Jump Bolt

ORANGE

6

440 1732 43 5-12 to 8-12

Flange Jump Bolt

BLACK

DTI

Note



S-2B

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

NEXGEN2trade BOLT

DETAIL


ALLFASTENERS



PHONE 440-232-6060




OUTERMOST

SHEAR

PLANE

1

S-2B


1

POLE SHAFT

SHIM PLATE

(AS NECESSARY)

SHAFT REINFORCING





1

GRIP


29mm OD







NEXGEN2trade WASHER



trade




HIGH TENSILE STEEL

COIL SPRING





POLE SHAFT WALL





MAXIMUM)






INSTRUCTIONS


BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM





















1

S-3

POLE ELEVATION


EXISTING STEP BOLT

(TYP)

S-3

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MONOPOLE

PROFILE

1

S-4






MODIFICATIONS




REINFORCING


A

B

C



SHAFT

SECTION

SECTION

LENGTH

(FT)

PLATE

THICKNESS

(IN)

LAP

SPLICE

(IN)


(IN)

TOP BOTTOM

1 1500 01875 24000 26770 65 18-SIDED

2 4525 02500

5400

26770 35270 65 18-SIDED

3 4500 03125

6300

33925 42260 65 18-SIDED

4 4950 03750 40663 49830 65 18-SIDED

POLE

GRADE

(ksi)

POLE

SHAPE

0

SEE CHART

SEE CHART

44-3

77-0

CL MOUNT

82-0

CL MOUNT

84-9

87-0

CL MOUNT

94-0

CL MOUNT

105-0

CL MOUNT

114-0

CL MOUNT

122-0

CL MOUNT

124-0

CL MOUNT

130-0

133-0

CL MOUNT

145-0

C

A

2

S-3

SECTION

1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


(TYP)

NEW APPROVED BLIND

BOLT (TYP)

EXISTING POLE SHAFT

2

S-3

D

D

58

CJP BACKGOUGE TYP

58

38

38

5

1-0

1

1

4

1 CHAMFER

1 (78)

TYP

EDGE OF NEW BEARING

PLATE TO MATCH EDGE


1

S-4



EXISTING BASE

PLATE

EXISTING ANCHOR ROD

(TYP)



PREPARE EDGE FOR

WELD (TYP)



6 12 MIN

6-6

58

1 14

MA

TC

H E

XIS

TIN

G P

OL

E T

AP

ER

2

1-0










TYP

S-4

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

BASE PLATE

DETAILS

ANCHOR RODS

BASE PLATE












1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


TS1 (TYP)

NEW BEARING PLATE

P1 (TYP)

NEW APPROVED BLIND

BOLT (TYP)


(TYP)

EXISTING POLE SHAFT



EXISTING HIGH PORT

(TYP AT 180deg)

S-5

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MI CHECKLIST

MI CHECKLIST



REPORT ITEM

PRE-CONSTRUCTION


X EOR REVIEW



X




X PACKING SLIPS


CONSTRUCTION







NA






NA




POST-CONSTRUCTION



NA



X PHOTOGRAPHS





1 GENERAL







AT ALL TIMES








2 MI INSPECTOR




INSPECTIONS













4 RECOMMENDATIONS













ON SITE























8 PHOTOGRAPHS





813 RAW MATERIALS
































96 GENERAL






99 STRUCTURAL STEEL



QUESTION











910 WELDING




D11







SPECIFICATIONS
















911 REPORTS











ACCEPTABLE













Site ID CT11782A


Newington CT 06111

September 23 2015








September 23 2015












CALCULATIONS















































Site Total MPE 1412


Site Total 1412



Height (feet)

Total Power Density

(microWcm2)

Frequency (MHz)

Allowable MPE

(microWcm2)

Calculated MPE


T-Mobile 700 MHz LTE 1 86521 95 393 700 467 084



Total 508



Summary





508

Site Total 1412







Tower Input Data



not considered

Options






Capacity Exemption


Section Elevation

ft

SectionLength

ft

SpliceLength

ft

Numberof

Sides

TopDiameter

in

BottomDiameter

in

WallThickness

in

BendRadius

in

Pole Grade

L1 145000-130000

15000 0000 18 240000 267700 01875 07500 A607-65(65 ksi)

L2 130000-84750

45250 4500 18 267700 352700 02500 10000 A607-65(65 ksi)

L3 84750-44250 45000 5250 18 339247 422600 03125 12500 A607-65(65 ksi)

L4 44250-32000 17500 0000 18 406625 439035 03750 15000 A607-65(65 ksi)

L5 32000-4000 28000 0000 18 439035 490892 04703 18814 Reinf 6054 ksi(61 ksi)

L6 4000-0000 4000 18 490892 498300 04892 19569 Reinf 6170 ksi(62 ksi)




Section Tip Diain

Areain2

Iin4

rin

Cin

ICin3

Jin4

ItQin2

win

wt

L1 243702 141714 10152211 84534 121920 832694 20317780 70871 38940 20768271830 158199 14123200 94368 135992 1038535 28264984 79115 43815 23368

L2 271830 210436 18698421 94146 135992 1374969 37421446 105238 42715 17086358141 277884 43055913 124321 179172 2403055 86168481 138968 57675 2307

L3 352944 333391 47586642 119323 172337 2761248 95235899 166727 54207 17346429119 416067 92493804 148914 214681 4308434 18510931

4208073 68878 22041

L4 422771 479523 98330478 143021 206566 4760251 196790341

239807 64966 17324

445808 518098 124021775

154526 223030 5560767 248206741

259098 70670 18845

L5 445808 648397 154533190

154188 223030 6928808 309269719

324260 68992 14669

498465 725811 216755604

172597 249373 8692021 433796420

362974 78119 16609

L6 498465 754653 225193878

172530 249373 9030400 450684072

377398 77787 159

505987 766156 235649546

175160 253136 9309192 471609166

383151 79091 16167

TowerElevation

ft

GussetArea

(per face)

ft2

GussetThickness

in


AdjustFactor

Ar


Diagonalsin


Horizontalsin

L1 145000-130000

1 1 1

L2 130000-84750

1 1 1

L3 84750-44250

1 1 1

L4 44250-32000

1 1 1

L5 32000-4000

1 1 1

L6 4000-0000

1 1 1


Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight



00000000000000000000

00000000000000000000


00000000000000000000

00000000000000000000

HB114-1-08U4-M5J(114)


00000000000000000000

00010001000100010001


00000000000000000000

00000000000000000000



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight


Face)114000 - 0000 2 No Ice


01980298039805980998

00010002000400110030

HB158-1-08U8-S8J18(1-58)



01980298039805980998

00010003000500110031


00000000000000000000

00010001000100010001

FB-L98B-002-75000(38)


00000000000000000000

00000000000000000000

WR-VG86ST-BRD(34)


00000000000000000000

00010001000100010001



01630263036205620962

00010003000500100029



00000000000000000000

00010003000500110030



00000000000000000000

00000001000200070023


00000000000000000000

00010001000100010001

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001


00000000000000000000

00010001000100010001



00000000000000000000

00010002000400110030

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001

1 14 Flat


Face)35000 - 0000 1 No Ice

12 Ice1 Ice

020803190431

000100020004



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight

klf2 Ice4 Ice

06531097

00080020


TowerSectio

n

TowerElevation

ft

Face AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

000000000000

000000000000

000000000000

0000000018878

000000001030

L3 84750-44250 ABC

000000000000

000000000000

000000000000

0000000030638

000000001836

L4 44250-32000 ABC

000000000000

000000000000

000000000000

000000009892

000000000559

L5 32000-4000 ABC

000000000000

000000000000

000000000000

0000000027015

000000001299

L6 4000-0000 ABC

000000000000

000000000000

000000000000

000000003859

000000000186


TowerSectio

n

TowerElevation

ft

Faceor

Leg

IceThickness

in

AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

1187 000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

1151 000000000000

000000000000

000000000000

0000000041211

000000003055

L3 84750-44250 ABC

1083 000000000000

000000000000

000000000000

0000000067937

000000005597

L4 44250-32000 ABC

1017 000000000000

000000000000

000000000000

0000000021231

000000001607

L5 32000-4000 ABC

1000 000000000000

000000000000

000000000000

0000000055638

000000003455

L6 4000-0000 ABC

1000 000000000000

000000000000

000000000000

000000007948

000000000494


Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L1 145000-130000 00000 00000 00000 00000L2 130000-84750 -04915 02838 -08739 05046L3 84750-44250 -07953 04591 -13770 07950



Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L4 44250-32000 -08563 04944 -14667 08468L5 32000-4000 -10035 05794 -16591 09579L6 4000-0000 -10156 05864 -16954 09788


Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

LLPX310R-V1 w Mount

PipeA From Leg 4000

00002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


B From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


C From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

01260177023703830778

01260177023703830778

00010002000500140052


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

180419882180

077809181067

003300450058



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

25893512

13912143

00940201


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

APXVSPP18-C-A20 w


00000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752




Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

00000000

12Ice

1 Ice2 Ice4 Ice

5014531659487314

1920214526223680

0097012802010397

TD-RRH8x20-25 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

TD-RRH8x20-25 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

IBC1900BB-1 A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820

800MHz 2X50W RRH


0000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


A From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


B From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


B From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


C From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


C From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


1 Ice2 Ice4 Ice

439054806570875013110

439054806570875013110

01950237028003650534

BXA-800634CFx5 w


00000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573


B From Leg 400000000000

0000 114000 No Ice12Ice

539958446299

361642174834

002800700118



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

72409261

61619183

02330573


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573

KS24019-L112A A From Leg 400000002000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

01560225030204840951

01560225030204840951

00050007000900180056

(2) FD9R60042C-3L A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455

(2) FD9R60042C-3L B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063

(2) FD9R60042C-3L C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939

RRH2x60-700 A From Leg 40000000

0000 114000 No Ice12

39574272

18162075

00600083



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


459652716722

236029574253

010901730354

RRH2x60-700 B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354

RRH2x60-700 C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874

RRUS 11 B2 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

(2) RRUS-11 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice

32493491374142685426

13731551173821383042

00480068009201500310



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

DC6-48-60-18-8F A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14671667187823333378

14671667187823333378

00190037005701050239


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

ERICSSON AIR 21 B2A


00001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


B From Leg 400000001000

0000 94000 No Ice12Ice

682573477863

564264807257

011201690233



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

892611175

886412293

03830807


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806

KRY 112 1441 A From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 B From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 C From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


A From Leg 40000000

0000 94000 No Ice12

1168312404

984211366

00830173



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


131351460117875

129141526720139

027305061151


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151

RRUS 11 B12 A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

58532A C From Leg 400000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

02210290036705481014

02210290036705481014

00000003000600170060


C From Leg 200000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

08501140143020103170

16702340301043507030

00650079009301210177

Dishes

Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight


wShroud (HP)FromLeg

10000000

0000 133000 2917 No Ice12 Ice

66807070

00480080



Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight

K6000 1 Ice

2 Ice4 Ice

746082309780

012001900340


FromLeg

100000006000


66807070746082309780

00480080012001900340


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0025 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0023 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0020 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0017 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0016 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0016 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0005 11867 34698 ABC

000000000000

346983469834698

34698 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0005 11512 125653 ABC

000000000000

125653125653125653

125653 100001000010000

000000000000

00000000

41211L3 84750-

4425064300 121 0004 10833 137739 A

BC

000000000000

137739137739137739

137739 100001000010000

000000000000

00000000

67937L4 44250-

3200038071 1042 0004 10173 45872 A

BC

000000000000

458724587245872

45872 100001000010000

000000000000

00000000

21231L5 32000-

400017740 1 0004 10000 113158 A

BC

000000000000

113158113158113158

113158 100001000010000

000000000000

00000000

55638L6 4000-0000 1995 1 0004 10000 17153 A 0000 17153 17153 10000 0000 0000



SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

BC

00000000

1715317153

1000010000

00000000

00007948


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0010 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0009 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0008 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0007 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0006 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0006 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859

Load Combinations

CombNo

Description




CombNo

Description



Section

No

Elevationft

ComponentType

Condition GovLoad

Comb

Force

K

Major AxisMoment

kip-ft

Minor AxisMoment





Max Torque 5 0933L3 8475 -

4425Pole Max Tension 1 0000 0000 0000








Max Torque 8 -0809

Maximum Reactions




Comb

VerticalK

Horizontal XK

Horizontal ZK



Min Torsion 8 -0809 0035 -33600


LoadCombination

Vertical

K

Shearx

K

Shearz

K


kip-ft


kip-ft

Torque


38481 11313 6565 650805 -1114706 0066


38481 6512 11390 1129609 -638885 0281


38481 -0014 13124 1300682 5968 0318


38481 -6517 11364 1126779 647461 0274


38481 -11270 6586 655391 1115580 0203


38481 -13041 -0006 1582 1291178 0145


38481 -11302 -6559 -646832 1119356 -0065


38481 -6526 -11350 -1120802 647133 -0258



Solution Summary

LoadComb


KPYK

PZK

PXK

PYK

PZK

1 0000 -38481 0000 0000 38481 0000 00002 0101 -38481 -33547 -0101 38481 33546 00033 16721 -38481 -29071 -16721 38481 29071 00004 28930 -38481 -16830 -28930 38481 16830 00005 33455 -38481 -0067 -33455 38481 0067 00016 28961 -38481 16808 -28961 38481 -16808 00007 16670 -38481 29158 -16670 38481 -29158 00008 -0035 -38481 33600 0035 38481 -33600 00019 -16684 -38481 29092 16684 38481 -29092 000010 -28851 -38481 16861 28851 38481 -16861 000011 -33386 -38481 -0015 33386 38481 0015 000112 -28933 -38481 -16792 28933 38481 16792 000013 -16706 -38481 -29057 16706 38481 29057 000014 0000 -68650 0000 -0000 68650 0000 000015 0024 -68650 -9807 -0024 68650 9806 000116 4888 -68650 -8497 -4888 68650 8496 000117 8459 -68650 -4916 -8459 68650 4916 000118 9782 -68650 -0015 -9781 68650 0015 000119 8469 -68650 4913 -8468 68650 -4913 000120 4878 -68650 8520 -4877 68650 -8520 000121 -0007 -68650 9820 0007 68650 -9820 000122 -4879 -68650 8502 4878 68650 -8502 000123 -8440 -68650 4924 8439 68650 -4924 000124 -9764 -68650 -0005 9764 68650 0005 000125 -8462 -68650 -4909 8462 68650 4909 000126 -4887 -68650 -8495 4887 68650 8494 000127 0040 -38481 -13104 -0040 38481 13104 000228 6532 -38481 -11356 -6532 38481 11356 000029 11301 -38481 -6574 -11300 38481 6574 000030 13069 -38481 -0026 -13068 38481 0026 000231 11313 -38481 6566 -11313 38481 -6565 000032 6512 -38481 11390 -6512 38481 -11390 000033 -0014 -38481 13125 0014 38481 -13124 000234 -6517 -38481 11364 6517 38481 -11364 000035 -11270 -38481 6586 11270 38481 -6586 000036 -13041 -38481 -0006 13041 38481 0006 000237 -11302 -38481 -6559 11302 38481 6559 000038 -6526 -38481 -11350 6526 38481 11350 0000


LoadCombination



ForceTolerance






SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 36188 33 1930 0002L2 130 - 8475 30128 33 1924 0002L3 8925 - 4425 14667 33 1581 0001L4 495 - 32 4300 33 0831 0000L5 32 - 4 1749 33 0525 0000L6 4 - 0 0026 33 0063 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe33 27712 1908 0002 20529


Pipe33 23740 1855 0002 8754


Mount Pipe33 16287 1650 0001 4070

77000 58532A 33 10839 1370 0001 3306


SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 92369 8 4931 0006L2 130 - 8475 76907 8 4915 0005L3 8925 - 4425 37454 8 4039 0002L4 495 - 32 10986 8 2122 0001



SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL5 32 - 4 4469 8 1341 0000L6 4 - 0 0067 8 0161 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe8 70742 4872 0005 8170


Pipe8 60608 4737 0004 3471


Mount Pipe8 41589 4215 0002 1609

77000 58532A 8 27682 3499 0001 1303

Compression Checks

Pole Design Data

SectionNo

Elevation

ft

Size L

ft

Lu

ft

Klr Fa

ksi

A

in2

ActualPK

AllowPa

K

RatioP

Pa

L1 145 - 130 (1) TP2677x24x01875 15000 0000 00 39000 158199 -2286 616977 0004L2 130 - 8475 (2) TP3527x2677x025 45250 0000 00 39000 271176 -15890 1057590 0015L3 8475 - 4425

(3)TP4226x339247x03125 45000 0000 00 39000 406421 -23797 1585040 0015

L4 4425 - 32 (4) TP439035x406625x0375 17500 0000 00 39000 518098 -28678 2020580 0014L5 32 - 4 (5) TP490892x439035x0470

328000 0000 00 36324 725811 -37150 2636440 0014

L6 4 - 0 (6) TP4983x490892x04892 4000 0000 00 37020 766156 -38469 2836310 0014


SectionNo

Elevation

ft

Size ActualMx

kip-ft

Actualfbx

ksi

AllowFbx

ksi

Ratiofbx

Fbx

ActualMy

kip-ft

Actualfby

ksi

AllowFby

ksi

Ratiofby

Fby

L1 145 - 130 (1) TP2677x24x01875 21118 2440 39000 0063 0000 0000 39000 0000L2 130 - 8475

(2)TP3527x2677x025 63468

333287 39000 0854 0000 0000 39000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 1752308

51159 39000 1312 0000 0000 39000 0000

L4 4425 - 32 (4) TP439035x406625x0375

2286858

49350 39000 1265 0000 0000 39000 0000

L5 32 - 4 (5) TP490892x439035x04703

3190117

44042 36324 1212 0000 0000 36324 0000

L6 4 - 0 (6) TP4983x490892x04892 3324000

42848 37020 1157 0000 0000 37020 0000




SectionNo

Elevation

ft

Size ActualVK

Actualfv

ksi

AllowFv

ksi

RatiofvFv

ActualT

kip-ft

Actualfvt

ksi

AllowFvt

ksi

Ratiofvt

Fvt

L1 145 - 130 (1) TP2677x24x01875 3732 0236 26000 0018 0218 0012 26000 0000L2 130 - 8475

(2)TP3527x2677x025 26298 0970 26000 0075 0031 0001 26000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 29808 0733 26000 0056 0437 0006 26000 0000

L4 4425 - 32 (4) TP439035x406625x0375

31190 0602 26000 0046 0549 0006 26000 0000

L5 32 - 4 (5) TP490892x439035x04703

33320 0459 24216 0038 0774 0005 24216 0000

L6 4 - 0 (6) TP4983x490892x04892 33613 0439 24680 0036 0809 0005 24680 0000


SectionNo

Elevation

ft

RatioP

Pa

Ratiofbx

Fbx

Ratiofby

Fby

RatiofvFv

Ratiofvt

Fvt

CombStressRatio

AllowStressRatio

Criteria

L1 145 - 130 (1) 0004 0063 0000 0018 0000 0066 1333H1-3+VT

L2 130 - 8475(2)

0015 0854 0000 0075 0000 0870 1333H1-3+VT

L3 8475 - 4425(3)

0015 1312 0000 0056 0000 1328 1333H1-3+VT

L4 4425 - 32 (4) 0014 1265 0000 0046 0000 1280 1333H1-3+VT

L5 32 - 4 (5) 0014 1212 0000 0038 0000 1227 1333H1-3+VT

L6 4 - 0 (6) 0014 1157 0000 0036 0000 1171 1333H1-3+VT


SectionNo

Elevationft

ComponentType


PK

SFPallow

K

CapacityPassFail



RATING = 996 Pass



APPENDIX B

BASE LEVEL DRAWING



APPENDIX C








Dwg No E-1

1450 ft

1300 ft

848 ft

443 ft

320 ft

40 ft

00 ft


34 KSHEAR

3324 kip-ftMOMENT

38 KAXIAL


10 KSHEAR

1016 kip-ftMOMENT

69 KAXIAL

Se

ctio

n1

23

45

6

Le

ng

th(f

t)1

50

00

45

25

04

50

00

17

50

02

80

00

40

00

Nu

mb

er

ofS

ide

s1

81

81

81

81

81

8

Th

ickn

ess

(in

)0

18

75

02

50

00

31

25

03

75

00

47

03

04

89

2

So

cke

tL

en

gth

(ft)

45

00

52

50

To

pD

ia(i

n)

24

00

00

26

77

00

33

92

47

40

66

25

43

90

35

49

08

92

Bo

tD

ia(i

n)

26

77

00

35

27

00

42

26

00

43

90

35

49

08

92

49

83

00

Gra

de

A6

07

-65

Re

inf6

05

4ks

iR

ein

f6

17

0ks

i

We

igh

t(K

)0

83

85

73

06

51

02

08














HORIZON COMPACT 133

HORIZON COMPACT 133

TIMING 2000 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133





VHLP25-11 133

VHLP25-11 133





TD-RRH8x20-25 124

TD-RRH8x20-25 124

TD-RRH8x20-25 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900HG-2A 124

IBC1900HG-2A 124

IBC1900HG-2A 124















KS24019-L112A 114

(2) FD9R60042C-3L 114

DB-T1-6Z-8AB-0Z 114

(2) FD9R60042C-3L 114

(2) FD9R60042C-3L 114





RRH2x60-700 114

RRH2x60-700 114

RRH2x60-700 114




RRH2X60-PCS 114

RRH2X60-PCS 114

RRH2X60-PCS 114

DB-T1-6Z-8AB-0Z 114



(2) 777000 w Mount Pipe 105


105


105


105

RRUS 11 B2 105

RRUS 11 B2 105

RRUS 11 B2 105

(2) RRUS-11 105

(2) RRUS-11 105

(2) RRUS-11 105

(4) LGP2140X 105

(4) LGP2140X 105

(4) LGP2140X 105

DC6-48-60-18-8F 105





(2) 777000 w Mount Pipe 105

(2) 777000 w Mount Pipe 105


94


94


94


94

KRY 112 1441 94

KRY 112 1441 94

KRY 112 1441 94


6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94




RRUS 11 B12 94

RRUS 11 B12 94

RRUS 11 B12 94


94


94

58532A 77






Site Data

BU F


App 38 kips

34 kips

Qty 16





Bolt Circle 57 in

Anchor Spacing 6 in












Height in

Thick in

Notch in

Grade ksi

Weld str ksi

Pole Data

Diam 4983 in

Thick 0375 in

Grade 65 ksi




Plate Data




881364



Unfactored Moment M

TIA Revision

Base Reactions


Site Data














No Prying 1354




Weld str ksi




ASIF 1333




881364

Newington


Pole Data

Bolt Data

Plate Data


Reactions


Job Number 37515-07570067805 Page 1















εc = 0003 inin












Number of Sides =

Thickness = in

Fy = ksi






1 12 125 34 Sand 12

2 16 125 30 Sand 12000 28

3

4

5

6

7

8

9

10

11

12















Site Data


App 7119 kipsComp



130 Mu 4546828 ft-kips130 Pu 92547 kips

Concrete70 ft

55418 in23000 psi60 ksi



11141 in D


28




(3)(Sqrt(fc)Fy 00027200 Fy 00033



Provided Rho 079 OK





000 ft-kips 674

Case 1 Case 2



Material Properties

Number of Bars =



at Mu=(φ=065)Mn=








Bar Area =

Pier Properties

Pier Diameter =



Concrete Area =



Max Service Shaft P







BU 881364Newington



Clear Cover to Tie=

Mu Mu

EQ EQ


T-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

TITLE SHEET

SHEET INDEX


T-1 TITLE SHEET

S-1 GENERAL NOTES





S-5 MI CHECKLIST

PROJECT CONTACTS

STRUCTURE OWNER

CROWN CASTLE


PH (518) 373-3510



PH (860) 209-0104

ENGINEER OF RECORD

PJFMODPJFWEBCOM


SHAFT REINFORCING



HIGH STRENGTH GROUT



BU 881364 NEWINGTON

123 COSTELO ROAD


HARTFORD COUNTY

LAT 41deg 39 1872 LONG -72deg 43 1719

APP 309450 REV 0 WO 1128584

WIND DESIGN DATA


LOCAL CODE


CODE


80 MPH

ICE THICKNESS 10 IN







S-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

GENERAL NOTES


1 GENERAL NOTES








































2 STRUCTURAL STEEL
































3 BASE PLATE GROUT







































S-2A

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

FORGBolttrade

DETAILS



(SEE CHART)

1

S-2A


2

S-2A




DISTRIBUTOR CONTACT


PHONE 888-926-4857





KNURLED CONE

BOLT HEAD

SHEAR ZONE

SILICONE BAND

COLOR-CODED WRAP

(SEE CHART)

INTEGRAL SHEAR

SLEEVE

SILICONE BAND

BOLT THREADS

HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1


HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1

BOLT THREADS




SHEAR PLANE(S)



SHEAR SLEEVE

FLARED END

NEW SHAFT

REINFORCING

NEW SHIM PLATE

(AS NECESSARY)

EXISTING

POLE SHAFT

INTEGRAL SHEAR

SLEEVE

BOLT SHEAR ZONE


INSTALLATION NOTES








BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM






FORGBolttrade



GROUP A

FORGBolttrade

Size

(mm)

Overall

Length

(inches)

Estimated

Weight

Each (lbs)

Grip

Range

(inch)

Comment

Color

Code

FORGBolttrade

A325 - P

C88

1

135 531 13 38 to 1 -- RED

2

160 630 16 34 to 1-12 -- GREEN

3

195 768 19 1-14 to 2-14 -- BLUE

4

260 1024 26 2 to 3-12

Splice Bolt

YELLOW

5

365 1437 36 3-12 to 5-12

Flange Jump Bolt

ORANGE

6

440 1732 43 5-12 to 8-12

Flange Jump Bolt

BLACK

DTI

Note



S-2B

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

NEXGEN2trade BOLT

DETAIL


ALLFASTENERS



PHONE 440-232-6060




OUTERMOST

SHEAR

PLANE

1

S-2B


1

POLE SHAFT

SHIM PLATE

(AS NECESSARY)

SHAFT REINFORCING





1

GRIP


29mm OD







NEXGEN2trade WASHER



trade




HIGH TENSILE STEEL

COIL SPRING





POLE SHAFT WALL





MAXIMUM)






INSTRUCTIONS


BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM





















1

S-3

POLE ELEVATION


EXISTING STEP BOLT

(TYP)

S-3

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MONOPOLE

PROFILE

1

S-4






MODIFICATIONS




REINFORCING


A

B

C



SHAFT

SECTION

SECTION

LENGTH

(FT)

PLATE

THICKNESS

(IN)

LAP

SPLICE

(IN)


(IN)

TOP BOTTOM

1 1500 01875 24000 26770 65 18-SIDED

2 4525 02500

5400

26770 35270 65 18-SIDED

3 4500 03125

6300

33925 42260 65 18-SIDED

4 4950 03750 40663 49830 65 18-SIDED

POLE

GRADE

(ksi)

POLE

SHAPE

0

SEE CHART

SEE CHART

44-3

77-0

CL MOUNT

82-0

CL MOUNT

84-9

87-0

CL MOUNT

94-0

CL MOUNT

105-0

CL MOUNT

114-0

CL MOUNT

122-0

CL MOUNT

124-0

CL MOUNT

130-0

133-0

CL MOUNT

145-0

C

A

2

S-3

SECTION

1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


(TYP)

NEW APPROVED BLIND

BOLT (TYP)

EXISTING POLE SHAFT

2

S-3

D

D

58

CJP BACKGOUGE TYP

58

38

38

5

1-0

1

1

4

1 CHAMFER

1 (78)

TYP

EDGE OF NEW BEARING

PLATE TO MATCH EDGE


1

S-4



EXISTING BASE

PLATE

EXISTING ANCHOR ROD

(TYP)



PREPARE EDGE FOR

WELD (TYP)



6 12 MIN

6-6

58

1 14

MA

TC

H E

XIS

TIN

G P

OL

E T

AP

ER

2

1-0










TYP

S-4

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

BASE PLATE

DETAILS

ANCHOR RODS

BASE PLATE












1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


TS1 (TYP)

NEW BEARING PLATE

P1 (TYP)

NEW APPROVED BLIND

BOLT (TYP)


(TYP)

EXISTING POLE SHAFT



EXISTING HIGH PORT

(TYP AT 180deg)

S-5

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MI CHECKLIST

MI CHECKLIST



REPORT ITEM

PRE-CONSTRUCTION


X EOR REVIEW



X




X PACKING SLIPS


CONSTRUCTION







NA






NA




POST-CONSTRUCTION



NA



X PHOTOGRAPHS





1 GENERAL







AT ALL TIMES








2 MI INSPECTOR




INSPECTIONS













4 RECOMMENDATIONS













ON SITE























8 PHOTOGRAPHS





813 RAW MATERIALS
































96 GENERAL






99 STRUCTURAL STEEL



QUESTION











910 WELDING




D11







SPECIFICATIONS
















911 REPORTS











ACCEPTABLE













Site ID CT11782A


Newington CT 06111

September 23 2015








September 23 2015












CALCULATIONS















































Site Total MPE 1412


Site Total 1412



Height (feet)

Total Power Density

(microWcm2)

Frequency (MHz)

Allowable MPE

(microWcm2)

Calculated MPE


T-Mobile 700 MHz LTE 1 86521 95 393 700 467 084



Total 508



Summary





508

Site Total 1412








Section Tip Diain

Areain2

Iin4

rin

Cin

ICin3

Jin4

ItQin2

win

wt

L1 243702 141714 10152211 84534 121920 832694 20317780 70871 38940 20768271830 158199 14123200 94368 135992 1038535 28264984 79115 43815 23368

L2 271830 210436 18698421 94146 135992 1374969 37421446 105238 42715 17086358141 277884 43055913 124321 179172 2403055 86168481 138968 57675 2307

L3 352944 333391 47586642 119323 172337 2761248 95235899 166727 54207 17346429119 416067 92493804 148914 214681 4308434 18510931

4208073 68878 22041

L4 422771 479523 98330478 143021 206566 4760251 196790341

239807 64966 17324

445808 518098 124021775

154526 223030 5560767 248206741

259098 70670 18845

L5 445808 648397 154533190

154188 223030 6928808 309269719

324260 68992 14669

498465 725811 216755604

172597 249373 8692021 433796420

362974 78119 16609

L6 498465 754653 225193878

172530 249373 9030400 450684072

377398 77787 159

505987 766156 235649546

175160 253136 9309192 471609166

383151 79091 16167

TowerElevation

ft

GussetArea

(per face)

ft2

GussetThickness

in


AdjustFactor

Ar


Diagonalsin


Horizontalsin

L1 145000-130000

1 1 1

L2 130000-84750

1 1 1

L3 84750-44250

1 1 1

L4 44250-32000

1 1 1

L5 32000-4000

1 1 1

L6 4000-0000

1 1 1


Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight



00000000000000000000

00000000000000000000


00000000000000000000

00000000000000000000

HB114-1-08U4-M5J(114)


00000000000000000000

00010001000100010001


00000000000000000000

00000000000000000000



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight


Face)114000 - 0000 2 No Ice


01980298039805980998

00010002000400110030

HB158-1-08U8-S8J18(1-58)



01980298039805980998

00010003000500110031


00000000000000000000

00010001000100010001

FB-L98B-002-75000(38)


00000000000000000000

00000000000000000000

WR-VG86ST-BRD(34)


00000000000000000000

00010001000100010001



01630263036205620962

00010003000500100029



00000000000000000000

00010003000500110030



00000000000000000000

00000001000200070023


00000000000000000000

00010001000100010001

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001


00000000000000000000

00010001000100010001



00000000000000000000

00010002000400110030

2 Conduit (1 12EMT)


00000000000000000000

00010001000100010001

1 14 Flat


Face)35000 - 0000 1 No Ice

12 Ice1 Ice

020803190431

000100020004



Description Faceor

Leg

AllowShield

ComponentType

Placement

ft

TotalNumber

CAAA

ft2ft

Weight

klf2 Ice4 Ice

06531097

00080020


TowerSectio

n

TowerElevation

ft

Face AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

000000000000

000000000000

000000000000

0000000018878

000000001030

L3 84750-44250 ABC

000000000000

000000000000

000000000000

0000000030638

000000001836

L4 44250-32000 ABC

000000000000

000000000000

000000000000

000000009892

000000000559

L5 32000-4000 ABC

000000000000

000000000000

000000000000

0000000027015

000000001299

L6 4000-0000 ABC

000000000000

000000000000

000000000000

000000003859

000000000186


TowerSectio

n

TowerElevation

ft

Faceor

Leg

IceThickness

in

AR

ft2

AF

ft2

CAAA

In Faceft2

CAAA

Out Faceft2

Weight

KL1 145000-130000 A

BC

1187 000000000000

000000000000

000000000000

000000000000

000000000009

L2 130000-84750 ABC

1151 000000000000

000000000000

000000000000

0000000041211

000000003055

L3 84750-44250 ABC

1083 000000000000

000000000000

000000000000

0000000067937

000000005597

L4 44250-32000 ABC

1017 000000000000

000000000000

000000000000

0000000021231

000000001607

L5 32000-4000 ABC

1000 000000000000

000000000000

000000000000

0000000055638

000000003455

L6 4000-0000 ABC

1000 000000000000

000000000000

000000000000

000000007948

000000000494


Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L1 145000-130000 00000 00000 00000 00000L2 130000-84750 -04915 02838 -08739 05046L3 84750-44250 -07953 04591 -13770 07950



Section Elevation

ft

CPX

in

CPZ

in

CPX

Icein

CPZ

Icein

L4 44250-32000 -08563 04944 -14667 08468L5 32000-4000 -10035 05794 -16591 09579L6 4000-0000 -10156 05864 -16954 09788


Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

LLPX310R-V1 w Mount

PipeA From Leg 4000

00002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


B From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


C From Leg 400000002000

0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

50655480590567888704

29833526408653138131

00450083012602320544


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

08410966109913922082

04290525062908631435

00120018002600480122


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

01260177023703830778

01260177023703830778

00010002000500140052


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

18041988218025893512

07780918106713912143

00330045005800940201


0000 133000 No Ice12Ice

180419882180

077809181067

003300450058



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

25893512

13912143

00940201


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 133000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

APXVSPP18-C-A20 w


00000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6946812790211084414851

00830151022704060909


A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752


C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

713476628183925611526

495957546472801011412

00770131019303380752




Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

00000000

12Ice

1 Ice2 Ice4 Ice

5014531659487314

1920214526223680

0097012802010397

TD-RRH8x20-25 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

TD-RRH8x20-25 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

47205014531659487314

17031920214526223680

00700097012802010397

IBC1900BB-1 A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900BB-1 C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A A From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A B From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147

IBC1900HG-2A C From Leg 400000000000

0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

11271273142717612534

05330647077010411688

00220030003900650147


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 124000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820

800MHz 2X50W RRH


0000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


A From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


B From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


B From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


C From Leg 40000000-4000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

24012613283333004337

22542460267531324148

00640086011101720338


C From Leg 400000000000

0000 122000 No Ice12Ice

1 Ice2 Ice4 Ice

27092948319537164862

26112847309236084744

00600083011001730347


1 Ice2 Ice4 Ice

439054806570875013110

439054806570875013110

01950237028003650534

BXA-800634CFx5 w


00000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573


B From Leg 400000000000

0000 114000 No Ice12Ice

539958446299

361642174834

002800700118



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

72409261

61619183

02330573


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

53995844629972409261

36164217483461619183

00280070011802330573

KS24019-L112A A From Leg 400000002000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

01560225030204840951

01560225030204840951

00050007000900180056

(2) FD9R60042C-3L A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455

(2) FD9R60042C-3L B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063

(2) FD9R60042C-3L C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

03670451054307551281

00850136019603430740

00030005000900200063


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


A From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939


C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

8648927898971116413816

7420845493471118315219

00810153023404210939

RRH2x60-700 A From Leg 40000000

0000 114000 No Ice12

39574272

18162075

00600083



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


459652716722

236029574253

010901730354

RRH2x60-700 B From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354

RRH2x60-700 C From Leg 400000000000

0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

39574272459652716722

18162075236029574253

00600083010901730354


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

31033358362141735381

17591979220926943767

00640084010801650326


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

25672791302535174606

20112218243528943915

00550075009901550313


0000 114000 No Ice12Ice

1 Ice2 Ice4 Ice

56005915624069148365

23332558279132844373

00440080012002130455


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

622167147218825710476

482055086213767211061

00860143020803560761


A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874


C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

8498914997671103113679

6304747983681017914024

00740139021203850874

RRUS 11 B2 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B2 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

(2) RRUS-11 A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

32493491374142685426

13731551173821383042

00480068009201500310

(2) RRUS-11 C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice

32493491374142685426

13731551173821383042

00480068009201500310



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


00000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X B From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

(4) LGP2140X C From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

12601416158119362750

03780493061708901541

00140021003000550135

DC6-48-60-18-8F A From Leg 400000000000

0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14671667187823333378

14671667187823333378

00190037005701050239


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 105000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231

ERICSSON AIR 21 B2A


00001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


B From Leg 400000001000

0000 94000 No Ice12Ice

682573477863

564264807257

011201690233



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K

1 Ice2 Ice4 Ice

892611175

886412293

03830807


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

682573477863892611175

564264807257886412293

01120169023303830807


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

681573377853891611165

563364727248885412280

01120169023203830806

KRY 112 1441 A From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 B From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082

KRY 112 1441 C From Leg 400000000000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

04080497059408151359

02040273035105330999

00110014001900320082


1 Ice2 Ice4 Ice

2453029940353504617067810

2453029940353504617067810

13351646195625773820


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

14251925229430604702

14251925229430604702

00220033004800900231


A From Leg 40000000

0000 94000 No Ice12

1168312404

984211366

00830173



Description Faceor

Leg

OffsetType

OffsetsHorz

LateralVert

ftftft

AzimuthAdjustmen

t

deg

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

K


131351460117875

129141526720139

027305061151


B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151


C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

1168312404131351460117875

984211366129141526720139

00830173027305061151

RRUS 11 B12 A From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 B From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

RRUS 11 B12 C From Leg 400000001000

0000 94000 No Ice12Ice

1 Ice2 Ice4 Ice

33063550380243345501

13611540172821303038

00510072009501530314

58532A C From Leg 400000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

02210290036705481014

02210290036705481014

00000003000600170060


C From Leg 200000000000

0000 77000 No Ice12Ice

1 Ice2 Ice4 Ice

08501140143020103170

16702340301043507030

00650079009301210177

Dishes

Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight


wShroud (HP)FromLeg

10000000

0000 133000 2917 No Ice12 Ice

66807070

00480080



Description Faceor

Leg

DishType

OffsetType

OffsetsHorz

LateralVert

ft

AzimuthAdjustment

deg

3 dBBeamWidth

deg

Elevation

ft

OutsideDiameter

ft

ApertureArea

ft2

Weight

K6000 1 Ice

2 Ice4 Ice

746082309780

012001900340


FromLeg

100000006000


66807070746082309780

00480080012001900340


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0025 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0023 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0020 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0017 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0016 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0016 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0005 11867 34698 ABC

000000000000

346983469834698

34698 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0005 11512 125653 ABC

000000000000

125653125653125653

125653 100001000010000

000000000000

00000000

41211L3 84750-

4425064300 121 0004 10833 137739 A

BC

000000000000

137739137739137739

137739 100001000010000

000000000000

00000000

67937L4 44250-

3200038071 1042 0004 10173 45872 A

BC

000000000000

458724587245872

45872 100001000010000

000000000000

00000000

21231L5 32000-

400017740 1 0004 10000 113158 A

BC

000000000000

113158113158113158

113158 100001000010000

000000000000

00000000

55638L6 4000-0000 1995 1 0004 10000 17153 A 0000 17153 17153 10000 0000 0000



SectionElevation

ft

z

ft

KZ qz

ksf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

BC

00000000

1715317153

1000010000

00000000

00007948


GH = 1690

SectionElevation

ft

z

ft

KZ qz

ksf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg

CAAA

InFace

ft2

CAAA

OutFace

ft2

L1 145000-130000

137364 1503 0010 31731 ABC

000000000000

317313173131731

31731 100001000010000

000000000000

000000000000

L2 130000-84750

106682 1398 0009 116971

ABC

000000000000

116971116971116971

116971 100001000010000

000000000000

00000000

18878L3 84750-

4425064300 121 0008 12996

8ABC

000000000000

129968129968129968

129968 100001000010000

000000000000

00000000

30638L4 44250-

3200038071 1042 0007 43660 A

BC

000000000000

436604366043660

43660 100001000010000

000000000000

000000009892

L5 32000-4000

17740 1 0006 108492

ABC

000000000000

108492108492108492

108492 100001000010000

000000000000

00000000

27015L6 4000-

00001995 1 0006 16487 A

BC

000000000000

164871648716487

16487 100001000010000

000000000000

000000003859

Load Combinations

CombNo

Description




CombNo

Description



Section

No

Elevationft

ComponentType

Condition GovLoad

Comb

Force

K

Major AxisMoment

kip-ft

Minor AxisMoment





Max Torque 5 0933L3 8475 -

4425Pole Max Tension 1 0000 0000 0000








Max Torque 8 -0809

Maximum Reactions




Comb

VerticalK

Horizontal XK

Horizontal ZK



Min Torsion 8 -0809 0035 -33600


LoadCombination

Vertical

K

Shearx

K

Shearz

K


kip-ft


kip-ft

Torque


38481 11313 6565 650805 -1114706 0066


38481 6512 11390 1129609 -638885 0281


38481 -0014 13124 1300682 5968 0318


38481 -6517 11364 1126779 647461 0274


38481 -11270 6586 655391 1115580 0203


38481 -13041 -0006 1582 1291178 0145


38481 -11302 -6559 -646832 1119356 -0065


38481 -6526 -11350 -1120802 647133 -0258



Solution Summary

LoadComb


KPYK

PZK

PXK

PYK

PZK

1 0000 -38481 0000 0000 38481 0000 00002 0101 -38481 -33547 -0101 38481 33546 00033 16721 -38481 -29071 -16721 38481 29071 00004 28930 -38481 -16830 -28930 38481 16830 00005 33455 -38481 -0067 -33455 38481 0067 00016 28961 -38481 16808 -28961 38481 -16808 00007 16670 -38481 29158 -16670 38481 -29158 00008 -0035 -38481 33600 0035 38481 -33600 00019 -16684 -38481 29092 16684 38481 -29092 000010 -28851 -38481 16861 28851 38481 -16861 000011 -33386 -38481 -0015 33386 38481 0015 000112 -28933 -38481 -16792 28933 38481 16792 000013 -16706 -38481 -29057 16706 38481 29057 000014 0000 -68650 0000 -0000 68650 0000 000015 0024 -68650 -9807 -0024 68650 9806 000116 4888 -68650 -8497 -4888 68650 8496 000117 8459 -68650 -4916 -8459 68650 4916 000118 9782 -68650 -0015 -9781 68650 0015 000119 8469 -68650 4913 -8468 68650 -4913 000120 4878 -68650 8520 -4877 68650 -8520 000121 -0007 -68650 9820 0007 68650 -9820 000122 -4879 -68650 8502 4878 68650 -8502 000123 -8440 -68650 4924 8439 68650 -4924 000124 -9764 -68650 -0005 9764 68650 0005 000125 -8462 -68650 -4909 8462 68650 4909 000126 -4887 -68650 -8495 4887 68650 8494 000127 0040 -38481 -13104 -0040 38481 13104 000228 6532 -38481 -11356 -6532 38481 11356 000029 11301 -38481 -6574 -11300 38481 6574 000030 13069 -38481 -0026 -13068 38481 0026 000231 11313 -38481 6566 -11313 38481 -6565 000032 6512 -38481 11390 -6512 38481 -11390 000033 -0014 -38481 13125 0014 38481 -13124 000234 -6517 -38481 11364 6517 38481 -11364 000035 -11270 -38481 6586 11270 38481 -6586 000036 -13041 -38481 -0006 13041 38481 0006 000237 -11302 -38481 -6559 11302 38481 6559 000038 -6526 -38481 -11350 6526 38481 11350 0000


LoadCombination



ForceTolerance






SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 36188 33 1930 0002L2 130 - 8475 30128 33 1924 0002L3 8925 - 4425 14667 33 1581 0001L4 495 - 32 4300 33 0831 0000L5 32 - 4 1749 33 0525 0000L6 4 - 0 0026 33 0063 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe33 27712 1908 0002 20529


Pipe33 23740 1855 0002 8754


Mount Pipe33 16287 1650 0001 4070

77000 58532A 33 10839 1370 0001 3306


SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL1 145 - 130 92369 8 4931 0006L2 130 - 8475 76907 8 4915 0005L3 8925 - 4425 37454 8 4039 0002L4 495 - 32 10986 8 2122 0001



SectionNo

Elevation

ft

HorzDeflection

in

GovLoad

Comb

Tilt

deg

Twist

degL5 32 - 4 4469 8 1341 0000L6 4 - 0 0067 8 0161 0000


Elevation

ft


Comb

Deflection

in

Tilt

deg

Twist

deg

Radius ofCurvature


Pipe8 70742 4872 0005 8170


Pipe8 60608 4737 0004 3471


Mount Pipe8 41589 4215 0002 1609

77000 58532A 8 27682 3499 0001 1303

Compression Checks

Pole Design Data

SectionNo

Elevation

ft

Size L

ft

Lu

ft

Klr Fa

ksi

A

in2

ActualPK

AllowPa

K

RatioP

Pa

L1 145 - 130 (1) TP2677x24x01875 15000 0000 00 39000 158199 -2286 616977 0004L2 130 - 8475 (2) TP3527x2677x025 45250 0000 00 39000 271176 -15890 1057590 0015L3 8475 - 4425

(3)TP4226x339247x03125 45000 0000 00 39000 406421 -23797 1585040 0015

L4 4425 - 32 (4) TP439035x406625x0375 17500 0000 00 39000 518098 -28678 2020580 0014L5 32 - 4 (5) TP490892x439035x0470

328000 0000 00 36324 725811 -37150 2636440 0014

L6 4 - 0 (6) TP4983x490892x04892 4000 0000 00 37020 766156 -38469 2836310 0014


SectionNo

Elevation

ft

Size ActualMx

kip-ft

Actualfbx

ksi

AllowFbx

ksi

Ratiofbx

Fbx

ActualMy

kip-ft

Actualfby

ksi

AllowFby

ksi

Ratiofby

Fby

L1 145 - 130 (1) TP2677x24x01875 21118 2440 39000 0063 0000 0000 39000 0000L2 130 - 8475

(2)TP3527x2677x025 63468

333287 39000 0854 0000 0000 39000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 1752308

51159 39000 1312 0000 0000 39000 0000

L4 4425 - 32 (4) TP439035x406625x0375

2286858

49350 39000 1265 0000 0000 39000 0000

L5 32 - 4 (5) TP490892x439035x04703

3190117

44042 36324 1212 0000 0000 36324 0000

L6 4 - 0 (6) TP4983x490892x04892 3324000

42848 37020 1157 0000 0000 37020 0000




SectionNo

Elevation

ft

Size ActualVK

Actualfv

ksi

AllowFv

ksi

RatiofvFv

ActualT

kip-ft

Actualfvt

ksi

AllowFvt

ksi

Ratiofvt

Fvt

L1 145 - 130 (1) TP2677x24x01875 3732 0236 26000 0018 0218 0012 26000 0000L2 130 - 8475

(2)TP3527x2677x025 26298 0970 26000 0075 0031 0001 26000 0000

L3 8475 - 4425(3)

TP4226x339247x03125 29808 0733 26000 0056 0437 0006 26000 0000

L4 4425 - 32 (4) TP439035x406625x0375

31190 0602 26000 0046 0549 0006 26000 0000

L5 32 - 4 (5) TP490892x439035x04703

33320 0459 24216 0038 0774 0005 24216 0000

L6 4 - 0 (6) TP4983x490892x04892 33613 0439 24680 0036 0809 0005 24680 0000


SectionNo

Elevation

ft

RatioP

Pa

Ratiofbx

Fbx

Ratiofby

Fby

RatiofvFv

Ratiofvt

Fvt

CombStressRatio

AllowStressRatio

Criteria

L1 145 - 130 (1) 0004 0063 0000 0018 0000 0066 1333H1-3+VT

L2 130 - 8475(2)

0015 0854 0000 0075 0000 0870 1333H1-3+VT

L3 8475 - 4425(3)

0015 1312 0000 0056 0000 1328 1333H1-3+VT

L4 4425 - 32 (4) 0014 1265 0000 0046 0000 1280 1333H1-3+VT

L5 32 - 4 (5) 0014 1212 0000 0038 0000 1227 1333H1-3+VT

L6 4 - 0 (6) 0014 1157 0000 0036 0000 1171 1333H1-3+VT


SectionNo

Elevationft

ComponentType


PK

SFPallow

K

CapacityPassFail



RATING = 996 Pass



APPENDIX B

BASE LEVEL DRAWING



APPENDIX C








Dwg No E-1

1450 ft

1300 ft

848 ft

443 ft

320 ft

40 ft

00 ft


34 KSHEAR

3324 kip-ftMOMENT

38 KAXIAL


10 KSHEAR

1016 kip-ftMOMENT

69 KAXIAL

Se

ctio

n1

23

45

6

Le

ng

th(f

t)1

50

00

45

25

04

50

00

17

50

02

80

00

40

00

Nu

mb

er

ofS

ide

s1

81

81

81

81

81

8

Th

ickn

ess

(in

)0

18

75

02

50

00

31

25

03

75

00

47

03

04

89

2

So

cke

tL

en

gth

(ft)

45

00

52

50

To

pD

ia(i

n)

24

00

00

26

77

00

33

92

47

40

66

25

43

90

35

49

08

92

Bo

tD

ia(i

n)

26

77

00

35

27

00

42

26

00

43

90

35

49

08

92

49

83

00

Gra

de

A6

07

-65

Re

inf6

05

4ks

iR

ein

f6

17

0ks

i

We

igh

t(K

)0

83

85

73

06

51

02

08














HORIZON COMPACT 133

HORIZON COMPACT 133

TIMING 2000 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133

WIMAX DAP HEAD 133





VHLP25-11 133

VHLP25-11 133





TD-RRH8x20-25 124

TD-RRH8x20-25 124

TD-RRH8x20-25 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900BB-1 124

IBC1900HG-2A 124

IBC1900HG-2A 124

IBC1900HG-2A 124















KS24019-L112A 114

(2) FD9R60042C-3L 114

DB-T1-6Z-8AB-0Z 114

(2) FD9R60042C-3L 114

(2) FD9R60042C-3L 114





RRH2x60-700 114

RRH2x60-700 114

RRH2x60-700 114




RRH2X60-PCS 114

RRH2X60-PCS 114

RRH2X60-PCS 114

DB-T1-6Z-8AB-0Z 114



(2) 777000 w Mount Pipe 105


105


105


105

RRUS 11 B2 105

RRUS 11 B2 105

RRUS 11 B2 105

(2) RRUS-11 105

(2) RRUS-11 105

(2) RRUS-11 105

(4) LGP2140X 105

(4) LGP2140X 105

(4) LGP2140X 105

DC6-48-60-18-8F 105





(2) 777000 w Mount Pipe 105

(2) 777000 w Mount Pipe 105


94


94


94


94

KRY 112 1441 94

KRY 112 1441 94

KRY 112 1441 94


6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94

6 x 2 Mount Pipe 94




RRUS 11 B12 94

RRUS 11 B12 94

RRUS 11 B12 94


94


94

58532A 77






Site Data

BU F


App 38 kips

34 kips

Qty 16





Bolt Circle 57 in

Anchor Spacing 6 in












Height in

Thick in

Notch in

Grade ksi

Weld str ksi

Pole Data

Diam 4983 in

Thick 0375 in

Grade 65 ksi




Plate Data




881364



Unfactored Moment M

TIA Revision

Base Reactions


Site Data














No Prying 1354




Weld str ksi




ASIF 1333




881364

Newington


Pole Data

Bolt Data

Plate Data


Reactions


Job Number 37515-07570067805 Page 1















εc = 0003 inin












Number of Sides =

Thickness = in

Fy = ksi






1 12 125 34 Sand 12

2 16 125 30 Sand 12000 28

3

4

5

6

7

8

9

10

11

12















Site Data


App 7119 kipsComp



130 Mu 4546828 ft-kips130 Pu 92547 kips

Concrete70 ft

55418 in23000 psi60 ksi



11141 in D


28




(3)(Sqrt(fc)Fy 00027200 Fy 00033



Provided Rho 079 OK





000 ft-kips 674

Case 1 Case 2



Material Properties

Number of Bars =



at Mu=(φ=065)Mn=








Bar Area =

Pier Properties

Pier Diameter =



Concrete Area =



Max Service Shaft P







BU 881364Newington



Clear Cover to Tie=

Mu Mu

EQ EQ


T-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

TITLE SHEET

SHEET INDEX


T-1 TITLE SHEET

S-1 GENERAL NOTES





S-5 MI CHECKLIST

PROJECT CONTACTS

STRUCTURE OWNER

CROWN CASTLE


PH (518) 373-3510



PH (860) 209-0104

ENGINEER OF RECORD

PJFMODPJFWEBCOM


SHAFT REINFORCING



HIGH STRENGTH GROUT



BU 881364 NEWINGTON

123 COSTELO ROAD


HARTFORD COUNTY

LAT 41deg 39 1872 LONG -72deg 43 1719

APP 309450 REV 0 WO 1128584

WIND DESIGN DATA


LOCAL CODE


CODE


80 MPH

ICE THICKNESS 10 IN







S-1

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

GENERAL NOTES


1 GENERAL NOTES








































2 STRUCTURAL STEEL
































3 BASE PLATE GROUT







































S-2A

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

FORGBolttrade

DETAILS



(SEE CHART)

1

S-2A


2

S-2A




DISTRIBUTOR CONTACT


PHONE 888-926-4857





KNURLED CONE

BOLT HEAD

SHEAR ZONE

SILICONE BAND

COLOR-CODED WRAP

(SEE CHART)

INTEGRAL SHEAR

SLEEVE

SILICONE BAND

BOLT THREADS

HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1


HEX END

HEAVY HEX NUT

HARDENED WASHER W2

DTI SQUIRTER WASHER

HARDENED WASHER W2

HARDENED WASHER W1

BOLT THREADS




SHEAR PLANE(S)



SHEAR SLEEVE

FLARED END

NEW SHAFT

REINFORCING

NEW SHIM PLATE

(AS NECESSARY)

EXISTING

POLE SHAFT

INTEGRAL SHEAR

SLEEVE

BOLT SHEAR ZONE


INSTALLATION NOTES








BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM






FORGBolttrade



GROUP A

FORGBolttrade

Size

(mm)

Overall

Length

(inches)

Estimated

Weight

Each (lbs)

Grip

Range

(inch)

Comment

Color

Code

FORGBolttrade

A325 - P

C88

1

135 531 13 38 to 1 -- RED

2

160 630 16 34 to 1-12 -- GREEN

3

195 768 19 1-14 to 2-14 -- BLUE

4

260 1024 26 2 to 3-12

Splice Bolt

YELLOW

5

365 1437 36 3-12 to 5-12

Flange Jump Bolt

ORANGE

6

440 1732 43 5-12 to 8-12

Flange Jump Bolt

BLACK

DTI

Note



S-2B

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

NEXGEN2trade BOLT

DETAIL


ALLFASTENERS



PHONE 440-232-6060




OUTERMOST

SHEAR

PLANE

1

S-2B


1

POLE SHAFT

SHIM PLATE

(AS NECESSARY)

SHAFT REINFORCING





1

GRIP


29mm OD







NEXGEN2trade WASHER



trade




HIGH TENSILE STEEL

COIL SPRING





POLE SHAFT WALL





MAXIMUM)






INSTRUCTIONS


BOLT HOLE NOTES


PERMITTED IS 1-316


PERMITTED IS 30 MM





















1

S-3

POLE ELEVATION


EXISTING STEP BOLT

(TYP)

S-3

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MONOPOLE

PROFILE

1

S-4






MODIFICATIONS




REINFORCING


A

B

C



SHAFT

SECTION

SECTION

LENGTH

(FT)

PLATE

THICKNESS

(IN)

LAP

SPLICE

(IN)


(IN)

TOP BOTTOM

1 1500 01875 24000 26770 65 18-SIDED

2 4525 02500

5400

26770 35270 65 18-SIDED

3 4500 03125

6300

33925 42260 65 18-SIDED

4 4950 03750 40663 49830 65 18-SIDED

POLE

GRADE

(ksi)

POLE

SHAPE

0

SEE CHART

SEE CHART

44-3

77-0

CL MOUNT

82-0

CL MOUNT

84-9

87-0

CL MOUNT

94-0

CL MOUNT

105-0

CL MOUNT

114-0

CL MOUNT

122-0

CL MOUNT

124-0

CL MOUNT

130-0

133-0

CL MOUNT

145-0

C

A

2

S-3

SECTION

1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


(TYP)

NEW APPROVED BLIND

BOLT (TYP)

EXISTING POLE SHAFT

2

S-3

D

D

58

CJP BACKGOUGE TYP

58

38

38

5

1-0

1

1

4

1 CHAMFER

1 (78)

TYP

EDGE OF NEW BEARING

PLATE TO MATCH EDGE


1

S-4



EXISTING BASE

PLATE

EXISTING ANCHOR ROD

(TYP)



PREPARE EDGE FOR

WELD (TYP)



6 12 MIN

6-6

58

1 14

MA

TC

H E

XIS

TIN

G P

OL

E T

AP

ER

2

1-0










TYP

S-4

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

BASE PLATE

DETAILS

ANCHOR RODS

BASE PLATE












1 2

3

4

5

6

7

8

9

1011

12

13

14

15

16

17

18


TS1 (TYP)

NEW BEARING PLATE

P1 (TYP)

NEW APPROVED BLIND

BOLT (TYP)


(TYP)

EXISTING POLE SHAFT



EXISTING HIGH PORT

(TYP AT 180deg)

S-5

PROJECT No

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

JWS

BMS

37515-07570067700

10-20-2015

37

51

5-0

75

70

06

D

WG










MO

DIF

IC

AT

IO

N O

F A

N E

XIS

TIN

G 1

45

MO

NO

PO

LE

BU

881364 N

EW

IN

GT

ON

NE

WIN

GT

ON

C

ON

NE

CT

IC

UT

CR

OW

N C

AS

TL

E

3530 T

OR

IN

GD

ON

W

AY

S

UIT

E 300 C

HA

RLO

TT

E N

C 28277

PH

(7

24

) 4

16

-2

00

0

250

E Br

oad

St

Ste

600middot

C

olu

mb

us O

H 43

21

5

Ph

on

e 6

14

22

16

67

9w

ww

p

au

ljfo

rd

co

m

MI CHECKLIST

MI CHECKLIST



REPORT ITEM

PRE-CONSTRUCTION


X EOR REVIEW



X




X PACKING SLIPS


CONSTRUCTION







NA






NA




POST-CONSTRUCTION



NA



X PHOTOGRAPHS





1 GENERAL







AT ALL TIMES








2 MI INSPECTOR




INSPECTIONS













4 RECOMMENDATIONS













ON SITE























8 PHOTOGRAPHS





813 RAW MATERIALS
































96 GENERAL






99 STRUCTURAL STEEL



QUESTION











910 WELDING




D11







SPECIFICATIONS
















911 REPORTS











ACCEPTABLE













Site ID CT11782A


Newington CT 06111

September 23 2015








September 23 2015












CALCULATIONS















































Site Total MPE 1412


Site Total 1412



Height (feet)

Total Power Density

(microWcm2)

Frequency (MHz)

Allowable MPE

(microWcm2)

Calculated MPE


T-Mobile 700 MHz LTE 1 86521 95 393 700 467 084



Total 508



Summary





508

Site Total 1412



