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HomeMy WebLinkAbout17070126 Building PlansCROWN CASTLE 9045 River Road, Suite 425 Indianapolis, IN 46240 Tel: (317) 843-2100 Fax: (317) 249-2011 www.CrownCastle.com July 18, 2017 Nick Mishler City of Carmel – Building and Code Services One Civic Square Carmel, IN 46032 RE: Crown Castle Site Name: Chesterton Site Location Address: 1451 East 96th Street Site #: IN0470 / BU 814337 / JDE 442294 Dear Nick: Crown Castle is submitting for approval, an application for a Improvement Location Permit Review, for the tower site listed at the above referenced location. As part of the application process, Crown Castle would like to assure your jurisdiction that based upon our records; the wireless communication facility is structurally sound and has not been modified in any material way since the previous approval. Crown Castle will continue to maintain this site in accordance with the terms of the Ground Lease Agreement, planning and permit approvals, as well as within industry standards. The application packet attached includes: (3) Sets of Signed/Sealed Construction Drawings (1) Signed/Sealed Structural Analysis Scope: This is an existing wireless facility. The proposed changes will be contained within the existing compound and will not require either a tower extension or compound expansion. Our existing carrier (AT&T) proposes to Replace (3) amplifiers and a cable with (6) Remote Radios, (6) Diplexers, (1) Demarcation box and (3) coax cables at the at the 133’ level as per plans dated 07-11-2017. Requests for additional information and/or documentation can be directed to me at 317-249-2028 or Michael.Gasser@crowncastle. On behalf of Crown Castle, I would like to thank you for your assistance and I look forward to your prompt response. Sincerely, MICHAEL GASSER MPA District Real Estate Specialist – Services T: (317) 249-2028 | M: (317) 919-4231 | F: (724) 416-6121 CROWN CASTLE SITE NAME: CROWN CASTLE BU NUMBER: AT&T SITE ID: AT&T FA CODE: SITE ADDRESS: SITE TYPE: CHESTERTON 814337 IN0470 10095487 1451 E 96TH STREET INDIANAPOLIS, IN 46280 150' MONOPOLE APPLICANT AT&T MOBILITY 220 MERIDIAN STREET INDIANAPOLIS, IN 46204 CIVIL ENGINEER POD GROUP 11490 BLUEGRASS PKWY LOUISVILLE, KY 40299 (502) 437-5252 VICINITY MAP SCALE: NONE PROJECT INFORMATION SHEET INDEX SCOPE OF WORK BUILDING CODES AND STANDARDS CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION FOR THE LOCATION. CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS: AMERICAN CONCRETE INSTITUTE 318 AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL OF STEEL CONSTRUCTION TELECOMMUNICATIONS INDUSTRY ASSOCIATION TIA-222 STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND SUPPORTING STRUCTURES TIA-601 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS IEEE-81, IEEE 1100, IEEE C62.41 ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION 2012 IBC AND AMENDMENTS 2008 NEC AND AMENDMENTS FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. CONTACT INFORMATION SITE TOWER OWNER: LONGITUDE: LATITUDE: ͲϴϲΣϬϴΖϬϴ͘ϱΗ ϯϵΣϱϱΖϰϰ͘ϳϭΗ CROWN CASTLE 9045 RIVER ROAD, SUITE 425 INDIANAPOLIS, IN 46240 ELEVATION: ϴϬϯΖцD^> C-1 SITE LAYOUT OVERALL N REV. DATE DESCRIPTION SHEET NUMBER: SHEET TITLE: PLANS PREPARED FOR: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF AT&T AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF AT&T. 220 MERIDIAN STREET INDIANAPOLIS, IN 46204 PLANS PREPARED BY: MLA PARTNER: DRAWING NOTICE: P O D 4TXRX CONSTRUCTION DRAWINGS BLACK & VEATCH LTD. OF MICHIGAN 6800 W. 115TH ST, SUITE 2292 OVERLAND PARK, KANSAS 66211 (913) 458-2000 SITE INFORMATION: 814337 BU NUMBER: DRAWN BY: CHECKED BY: DATE: JTL MEP 5.31.17 POD NUMBER: 17-14585 1451 E 96TH STREET INDIANAPOLIS, IN 46280 COUNTY: HAMILTON CHESTERTON (IN0470) B 6.27.17 90s FOR REVIEW C 7.7.17 90s FOR REVIEW D 7.11.17 90s FOR REVIEW 0' 1"= 10' 20' 10' EXISTING 11'-6" x 28' AT&T MOBILITY EQUIPMENT SHELTER EXISTING ACCESS GATE EXISTING EQUIPMENT SHELTER EXISTING EQUIPMENT SHELTER EXISTING CONC FOUNDATION EXISTING 150' T-1 TOWER REV. DATE DESCRIPTION SHEET NUMBER: SHEET TITLE: PLANS PREPARED FOR: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF AT&T AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF AT&T. 220 MERIDIAN STREET INDIANAPOLIS, IN 46204 PLANS PREPARED BY: MLA PARTNER: DRAWING NOTICE: P O D 4TXRX CONSTRUCTION DRAWINGS BLACK & VEATCH LTD. OF MICHIGAN 6800 W. 115TH ST, SUITE 2292 OVERLAND PARK, KANSAS 66211 (913) 458-2000 SITE INFORMATION: 814337 BU NUMBER: DRAWN BY: CHECKED BY: DATE: JTL MEP 5.31.17 POD NUMBER: 17-14585 1451 E 96TH STREET INDIANAPOLIS, IN 46280 COUNTY: HAMILTON CHESTERTON (IN0470) B 6.27.17 90s FOR REVIEW C 7.7.17 90s FOR REVIEW D 7.11.17 90s FOR REVIEW EXISTING AT&T ANTENNAS RAD CENTER: 133' AGL ELEVATIONS EXISTING MONOPOLE TOP OF TOWER 150' AGL TOP OF LIGHTNING ROD EXISTING AT&T ANTENNAS RAD CENTER: 133' AGL EXISTING MONOPOLE TOP OF TOWER 150' AGL TOP OF LIGHTNING ROD NEW TOWER ELEVATION SCALE: 1" = 30' EXISTING TOWER ELEVATION SCALE: 1" = 30' 1 2 SCOPE OF WORK SCALE: NOT TO SCALE 3 A-3 B-3 G-3 A-3 B-3 G-3 T-2 CONFIGURATION ANTENNA & COAX NEW ANTENNA ORIENTATION SCALE: 1" = 5' EXISTING ANTENNA ORIENTATION SCALE: 1" = 5' 2 3 REV. DATE DESCRIPTION SHEET NUMBER: SHEET TITLE: PLANS PREPARED FOR: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF AT&T AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF AT&T. 220 MERIDIAN STREET INDIANAPOLIS, IN 46204 PLANS PREPARED BY: MLA PARTNER: DRAWING NOTICE: P O D 4TXRX CONSTRUCTION DRAWINGS BLACK & VEATCH LTD. OF MICHIGAN 6800 W. 115TH ST, SUITE 2292 OVERLAND PARK, KANSAS 66211 (913) 458-2000 SITE INFORMATION: 814337 BU NUMBER: DRAWN BY: CHECKED BY: DATE: JTL MEP 5.31.17 POD NUMBER: 17-14585 1451 E 96TH STREET INDIANAPOLIS, IN 46280 COUNTY: HAMILTON CHESTERTON (IN0470) B 6.27.17 90s FOR REVIEW C 7.7.17 90s FOR REVIEW D 7.11.17 90s FOR REVIEW PROPOSED CABLE ROUTING PLAN SCALE: NTS 1 EXISTING ANTENNAS SBJAH4-1D65B-DL (TYP 3X) ALPHA SECTOR ͗ϬΣ T-3A LTE SCHEMATIC REV. DATE DESCRIPTION SHEET NUMBER: SHEET TITLE: PLANS PREPARED FOR: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF AT&T AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF AT&T. 220 MERIDIAN STREET INDIANAPOLIS, IN 46204 PLANS PREPARED BY: MLA PARTNER: DRAWING NOTICE: P O D 4TXRX CONSTRUCTION DRAWINGS BLACK & VEATCH LTD. OF MICHIGAN 6800 W. 115TH ST, SUITE 2292 OVERLAND PARK, KANSAS 66211 (913) 458-2000 SITE INFORMATION: 814337 BU NUMBER: DRAWN BY: CHECKED BY: DATE: JTL MEP 5.31.17 POD NUMBER: 17-14585 1451 E 96TH STREET INDIANAPOLIS, IN 46280 COUNTY: HAMILTON CHESTERTON (IN0470) B 6.27.17 90s FOR REVIEW C 7.7.17 90s FOR REVIEW D 7.11.17 90s FOR REVIEW T-3B LTE SCHEMATIC REV. DATE DESCRIPTION SHEET NUMBER: SHEET TITLE: PLANS PREPARED FOR: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF AT&T AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF AT&T. 220 MERIDIAN STREET INDIANAPOLIS, IN 46204 PLANS PREPARED BY: MLA PARTNER: DRAWING NOTICE: P O D 4TXRX CONSTRUCTION DRAWINGS BLACK & VEATCH LTD. OF MICHIGAN 6800 W. 115TH ST, SUITE 2292 OVERLAND PARK, KANSAS 66211 (913) 458-2000 SITE INFORMATION: 814337 BU NUMBER: DRAWN BY: CHECKED BY: DATE: JTL MEP 5.31.17 POD NUMBER: 17-14585 1451 E 96TH STREET INDIANAPOLIS, IN 46280 COUNTY: HAMILTON CHESTERTON (IN0470) B 6.27.17 90s FOR REVIEW C 7.7.17 90s FOR REVIEW D 7.11.17 90s FOR REVIEW T-3C LTE SCHEMATIC REV. DATE DESCRIPTION SHEET NUMBER: SHEET TITLE: PLANS PREPARED FOR: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF AT&T AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF AT&T. 220 MERIDIAN STREET INDIANAPOLIS, IN 46204 PLANS PREPARED BY: MLA PARTNER: DRAWING NOTICE: P O D 4TXRX CONSTRUCTION DRAWINGS BLACK & VEATCH LTD. OF MICHIGAN 6800 W. 115TH ST, SUITE 2292 OVERLAND PARK, KANSAS 66211 (913) 458-2000 SITE INFORMATION: 814337 BU NUMBER: DRAWN BY: CHECKED BY: DATE: JTL MEP 5.31.17 POD NUMBER: 17-14585 1451 E 96TH STREET INDIANAPOLIS, IN 46280 COUNTY: HAMILTON CHESTERTON (IN0470) B 6.27.17 90s FOR REVIEW C 7.7.17 90s FOR REVIEW D 7.11.17 90s FOR REVIEW REV. DATE DESCRIPTION SHEET NUMBER: SHEET TITLE: PLANS PREPARED FOR: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF AT&T AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF AT&T. 220 MERIDIAN STREET INDIANAPOLIS, IN 46204 PLANS PREPARED BY: MLA PARTNER: DRAWING NOTICE: P O D 4TXRX CONSTRUCTION DRAWINGS BLACK & VEATCH LTD. OF MICHIGAN 6800 W. 115TH ST, SUITE 2292 OVERLAND PARK, KANSAS 66211 (913) 458-2000 SITE INFORMATION: 814337 BU NUMBER: DRAWN BY: CHECKED BY: DATE: JTL MEP 5.31.17 POD NUMBER: 17-14585 1451 E 96TH STREET INDIANAPOLIS, IN 46280 COUNTY: HAMILTON CHESTERTON (IN0470) B 6.27.17 90s FOR REVIEW C 7.7.17 90s FOR REVIEW D 7.11.17 90s FOR REVIEW T-4 DETAILS EQUIPMENT DIPLEXER SCALE: NTS DETAIL 1 SCALE: NTS 2 3 SCALE: NTS 6 RRU DETAIL SCALE: NTS ERICSSON RRUS-32 B66 WEIGHT (WITHOUT MOUNTING HARDWARE): 53.0 LBS SIZE (HxWxD): 27.2x12.1x7.0 IN. DC6 SCALE: SURGE NTS PROTECTION DETAIL 4 ERICSSON RRUS-32 WEIGHT (WITHOUT MOUNTING HARDWARE): 55.12 LBS SIZE (HxWxD): 27.56x12.44x7.4 IN. RRU DETAIL RRU SCALE: MOUNTING NTS DETAIL 5 KAELUS DBC0051F3V51-2 DIMENSIONS, H x D x W: 8.54" x 5.0" x 4.45" WEIGHT: 15 lbs CONNECTOR: DIN 7-16 (F) x 3 LONG NECK T-5 NOTES REV. DATE DESCRIPTION SHEET NUMBER: SHEET TITLE: PLANS PREPARED FOR: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF AT&T AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF AT&T. 220 MERIDIAN STREET INDIANAPOLIS, IN 46204 PLANS PREPARED BY: MLA PARTNER: DRAWING NOTICE: P O D 4TXRX CONSTRUCTION DRAWINGS BLACK & VEATCH LTD. OF MICHIGAN 6800 W. 115TH ST, SUITE 2292 OVERLAND PARK, KANSAS 66211 (913) 458-2000 SITE INFORMATION: 814337 BU NUMBER: DRAWN BY: CHECKED BY: DATE: JTL MEP 5.31.17 POD NUMBER: 17-14585 1451 E 96TH STREET INDIANAPOLIS, IN 46280 COUNTY: HAMILTON CHESTERTON (IN0470) B 6.27.17 90s FOR REVIEW C 7.7.17 90s FOR REVIEW D 7.11.17 90s FOR REVIEW STRUCTURAL PART 1 - GENERAL 1.1 SCOPE: A. PROVIDE FABRICATION AND ERECTION OF STRUCTURAL STEEL AND OTHER ITEMS AS SHOWN ON THE DRAWINGS OR REQUIRED BY OTHER SECTIONS OF THESE SPECIFICATIONS. 1.2 REFERENCES: A. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). MANUAL OF STEEL CONSTRUCTION (13TH EDITION), ALLOWABLE STRESS DESIGN (ASD). B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). ASTM A36: STRUCTURAL STEEL ASTM A53: PIPE, STEEL BLACK AND HOT DIPPED, ZINC-COATED WELDED AND SEAMLESS. ASTM A108: STEEL BARS, CARBON, COLD FINISHED, STANDARD QUALITY. ASTM A123: ZINC (HOT-DIPPED GALVANIZED) COATING ON IRON AND STEEL PRODUCTS. ASTM A307: CARBON STEEL BOLTS AND STUDS, 60,000 PSI TENSILE STRENGTH. ASTM A325: HIGH-STRENGTH BOLT FOR STRUCTURAL STEEL JOINTS. ASTM A490: HEAT-TREATED, STRUCTURAL STEEL BOLTS, 150 (KSI) (1035MPA) TENSILE STRENGTH. ASTM A500: COLD-FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN T-6 NOTES REV. DATE DESCRIPTION SHEET NUMBER: SHEET TITLE: PLANS PREPARED FOR: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF AT&T AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF AT&T. 220 MERIDIAN STREET INDIANAPOLIS, IN 46204 PLANS PREPARED BY: MLA PARTNER: DRAWING NOTICE: P O D 4TXRX CONSTRUCTION DRAWINGS BLACK & VEATCH LTD. OF MICHIGAN 6800 W. 115TH ST, SUITE 2292 OVERLAND PARK, KANSAS 66211 (913) 458-2000 SITE INFORMATION: 814337 BU NUMBER: DRAWN BY: CHECKED BY: DATE: JTL MEP 5.31.17 POD NUMBER: 17-14585 1451 E 96TH STREET INDIANAPOLIS, IN 46280 COUNTY: HAMILTON CHESTERTON (IN0470) B 6.27.17 90s FOR REVIEW C 7.7.17 90s FOR REVIEW D 7.11.17 90s FOR REVIEW EQUIPMENT ANTENNA MOUNTING 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR APPLICABLE LOCAL CODES. 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE. 3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC-COATING (HOT-DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED OTHERWISE. 4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. 6. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. 7. ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50-OHM LOAD TO ENSURE ANTENNAS PERFORM AS DESIGNED. A-3 B-3 G-3 E-1 GROUNDING PLAN ANTENNA REV. DATE DESCRIPTION SHEET NUMBER: SHEET TITLE: PLANS PREPARED FOR: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF AT&T AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF AT&T. 220 MERIDIAN STREET INDIANAPOLIS, IN 46204 PLANS PREPARED BY: MLA PARTNER: DRAWING NOTICE: P O D 4TXRX CONSTRUCTION DRAWINGS BLACK & VEATCH LTD. OF MICHIGAN 6800 W. 115TH ST, SUITE 2292 OVERLAND PARK, KANSAS 66211 (913) 458-2000 SITE INFORMATION: 814337 BU NUMBER: DRAWN BY: CHECKED BY: DATE: JTL MEP 5.31.17 POD NUMBER: 17-14585 1451 E 96TH STREET INDIANAPOLIS, IN 46280 COUNTY: HAMILTON CHESTERTON (IN0470) B 6.27.17 90s FOR REVIEW C 7.7.17 90s FOR REVIEW D 7.11.17 90s FOR REVIEW LEGEND EXOTHERMIC TYPE CONNECTIONS COMPRESSION TYPE CONNECTIONS GROUNDING CONDUCTOR GROUNDING BAR EXISTING ANTENNA GROUND BAR: FIELD LOCATE NOTES: 1. CONTRACTOR SHALL HAVE A COMPLETE UNDERSTANDING OF THE CONTENTS OF AT&T STANDARD TP-76416. 2. ALL INSTALLATIONS SHALL BE FIELD VERIFIED. 3. TOWER GROUNDING BAR: EXTEND (2) #2 AWG TINNED CU WIRE FROM BURIED GROUND RING UP TO THE TOWER GROUND BAR AND MAKE A MECHANICAL CONNECTION. SECURE GROUND BAR DIRECTLY TO TOWER WITH STAINLESS STEEL MOUNTING MATERIAL. E-2 ELECTRICAL REV. DATE DESCRIPTION SHEET NUMBER: SHEET TITLE: PLANS PREPARED FOR: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF AT&T AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF AT&T. 220 MERIDIAN STREET INDIANAPOLIS, IN 46204 PLANS PREPARED BY: MLA PARTNER: DRAWING NOTICE: P O D 4TXRX CONSTRUCTION DRAWINGS BLACK & VEATCH LTD. OF MICHIGAN 6800 W. 115TH ST, SUITE 2292 OVERLAND PARK, KANSAS 66211 (913) 458-2000 SITE INFORMATION: 814337 BU NUMBER: DRAWN BY: CHECKED BY: DATE: JTL MEP 5.31.17 POD NUMBER: 17-14585 1451 E 96TH STREET INDIANAPOLIS, IN 46280 COUNTY: HAMILTON CHESTERTON (IN0470) B 6.27.17 90s FOR REVIEW C 7.7.17 90s FOR REVIEW D 7.11.17 90s FOR REVIEW SECTION NOTES PART 1 - GENERAL 1.1 GENERAL CONDITIONS: A. CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. B. THE CONTRACTOR SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED FOR THE CONSTRUCTION PERFORMANCE FOR THE WORK UNDER THIS SECTION. C. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED UNDER THIS SECTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE DIMENSIONS. 1.2 LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES. A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES. CONDUIT BENDS SHALL BE THE RADIUS BEND FOR E-3 ELECTRICAL REV. DATE DESCRIPTION SHEET NUMBER: SHEET TITLE: PLANS PREPARED FOR: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF AT&T AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF AT&T. 220 MERIDIAN STREET INDIANAPOLIS, IN 46204 PLANS PREPARED BY: MLA PARTNER: DRAWING NOTICE: P O D 4TXRX CONSTRUCTION DRAWINGS BLACK & VEATCH LTD. OF MICHIGAN 6800 W. 115TH ST, SUITE 2292 OVERLAND PARK, KANSAS 66211 (913) 458-2000 SITE INFORMATION: 814337 BU NUMBER: DRAWN BY: CHECKED BY: DATE: JTL MEP 5.31.17 POD NUMBER: 17-14585 1451 E 96TH STREET INDIANAPOLIS, IN 46280 COUNTY: HAMILTON CHESTERTON (IN0470) B 6.27.17 90s FOR REVIEW C 7.7.17 90s FOR REVIEW D 7.11.17 90s FOR REVIEW SECTION NOTES PART 3 - EXECUTION 3.1 GENERAL: A. ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER, AND AGAINST CHEMICAL OR MECHANICAL INJURY DURING INSTALLATION AND CONSTRUCTION PERIODS. 3.2 LABOR AND WORKMANSHIP: A. ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL SYSTEM SHALL BE INSTALLED BY EXPERIENCED WIREMEN, IN A NEAT AND WORKMAN-LIKE MANNER. B. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED AND TESTED BY THE CONTRACTOR AS REQUIRED TO PRODUCE THE INTENDED PERFORMANCE. C. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVE ALL LABELS AND ANY DEBRIS, CRATING OR CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION. 3.3 COORDINATION: N-1 GENERAL NOTES REV. DATE DESCRIPTION SHEET NUMBER: SHEET TITLE: PLANS PREPARED FOR: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF AT&T AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF AT&T. 220 MERIDIAN STREET INDIANAPOLIS, IN 46204 PLANS PREPARED BY: MLA PARTNER: DRAWING NOTICE: P O D 4TXRX CONSTRUCTION DRAWINGS BLACK & VEATCH LTD. OF MICHIGAN 6800 W. 115TH ST, SUITE 2292 OVERLAND PARK, KANSAS 66211 (913) 458-2000 SITE INFORMATION: 814337 BU NUMBER: DRAWN BY: CHECKED BY: DATE: JTL MEP 5.31.17 POD NUMBER: 17-14585 1451 E 96TH STREET INDIANAPOLIS, IN 46280 COUNTY: HAMILTON CHESTERTON (IN0470) B 6.27.17 90s FOR REVIEW C 7.7.17 90s FOR REVIEW D 7.11.17 90s FOR REVIEW ABREVIATIONS: AGL ABOVE GRADE LEVEL BTS BASE TRANSCEIVER STATION EX EXISTING MIN MINIMUM NTS NOT TO SCALE REF REFERENCE RF RADIO FREQUENCY TBD TO BE DETERMINED TBR TO BE REMOVED TYP TYPICAL REQ REQUIRED EGR EQUIPMENT GROUND RING AWG AMERICAN WIRE GAUGE MGB MASTER GROUND BAR EG EQUIPMENT GROUND BCW BARE COPPER WIRE SIAD SMART INTEGRATED ACCESS DEVICE tnxTower Report - version 7.0.5.1 Date: June 6, 2017 Randy Wofford Velocitel, Inc., d.b.a. FDH Velocitel Crown Castle 6521 Meridien Drive, Suite 107 1500 Corporate Drive Raleigh, North Carolina 27616 Canonsburg, PA 15317 919.755.1012 Subject: Structural Analysis Report Carrier Designation: AT&T Mobility Co-Locate Carrier Site Number: IN0470 Crown Castle Designation: Crown Castle BU Number: 814337 Crown Castle Site Name: CHESTERTON Crown Castle JDE Job Number: 442294 Crown Castle Work Order Number: 1413846 Crown Castle Application Number: 393730 Rev. 1 Engineering Firm Designation: FDH Velocitel Project Number: 17QGDS1400 Site Data: 1451 E 96th St., Indianapolis, Hamilton County, IN Latitude 39° 55' 44.71'', Longitude -86° 8' 8.5'' 150 Foot - Monopole Tower Dear Randy Wofford, FDH Velocitel is pleased to submit this “Structural Analysis Report” to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural ‘Statement of Work’ and the terms of Crown Castle Purchase Order Number 1043971, in accordance with application 393730, revision 1. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC5: Existing + Proposed Equipment Sufficient Capacity Note: See Table I and Table II for the proposed and existing/reserved loading, respectively. This analysis has been performed in accordance with the 2014 Indiana Building Code based upon an ultimate 3- second gust wind speed of 115 mph converted to a nominal 3-second gust wind speed of 89 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C with a topographic category 1 and Risk Category II were used in this analysis. We at FDH Velocitel appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully submitted by: Reviewed By: Michael Brennan, PE Dennis D. Abel, PE Engineering Lead Director IN PE License No. PE19900107 June 6, 2017 150 Ft Monopole Tower Structural Analysis CCI BU No 814337 Project Number 17QGDS1400, Application 393730, Revision 1 Page 2 tnxTower Report - version 7.0.5.1 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Existing Antenna and Cable Information Table 2 - Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Table 5 – Tower Components vs. Capacity 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations June 6, 2017 150 Ft Monopole Tower Structural Analysis CCI BU No 814337 Project Number 17QGDS1400, Application 393730, Revision 1 Page 3 tnxTower Report - version 7.0.5.1 1) INTRODUCTION This tower is a 150 ft Monopole tower designed by Union Metal Manufacturing Co. in July of 1983. The tower was originally designed for a wind pressure of 40 psf per EIA Standards RS-222-C. The tower has been modified multiple times in the past to accommodate additional loading. Modifications by GPD in October of 2005 were determined ineffective and not considered in this analysis. 2) ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standard for Antenna Supporting Structures and Antennas using a 3-second gust wind speed of 89 mph with no ice, 40 mph with 1 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1. Table 1 - Proposed Antenna and Cable Information Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) Note 136.0 133.0 3 commscope SBJAH4-1D65B-DL w/ Mount Pipe 3 1 1 7/8 3/4 3/8 - 3 ericsson RRUS 32 B2 3 ericsson RRUS-11 3 ericsson RRUS 32 B66 3 ericsson RRUS 32 6 kaelus DBC0051F3V51-2 1 raycap DC6-48-60-18-8C Table 2 - Existing and Reserved Antenna and Cable Information Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna June 6, 2017 150 Ft Monopole Tower Structural Analysis CCI BU No 814337 Project Number 17QGDS1400, Application 393730, Revision 1 Page 4 tnxTower Report - version 7.0.5.1 Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) Note 136.0 138.0 2 kmw comm ET-X-UW-70-16-70-18-iR- AT w/ Mount Pipe 9 1 1-5/8 5/16 3 1 ericsson TME-RRUS 11 B12 w/ Mount Pipe 1 ericsson TME-RRUS 11 B12 w/ Mount Pipe 137.0 6 powerwave tech RA21.7750.00 w/ Mount Pipe 12 powerwave tech LGP21401 136.0 2 ericsson TME-RRUS 11 B12 w/ Mount Pipe 1 kmw comm ET-X-UW-70-16-70-18-iR- AT w/ Mount Pipe 2 ericsson TME-RRUS 11 B12 w/ Mount Pipe 1 crown mounts Platform Mount [LP 404-1] 6 1 1-5/8 1 crown mounts Miscellaneous [NA 509-3] 3/8 1,2 133.0 1 raycap DC6-48-60-18-8F 125.0 127.0 3 kmw communications ET-X-TS-70-16-62-18-iR-RD w/ Mount Pipe 3 1 1 June 6, 2017 150 Ft Monopole Tower Structural Analysis CCI BU No 814337 Project Number 17QGDS1400, Application 393730, Revision 1 Page 5 tnxTower Report - version 7.0.5.1 Table 2 - Design Antenna and Cable Information Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) - - 2 Andrew GP7F-17A - - 5 Phelps Dodge PD1110 - - - - 12 Phelps Dodge PD1132 3) ANALYSIS PROCEDURE Table 3 - Documents Provided Document Remarks Reference Source 4-GEOTECHNICAL REPORTS Sagmore Enviromental Services 389230 CCISITES 4-TOWER FOUNDATION DRAWINGS/DESIGN/SPECS GPD Group 274103 CCISITES 4-TOWER MANUFACTURER DRAWINGS Union Metal Manufacturing 975381 CCISITES 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/DATA GPD 1137654 CCISITES 4-POST-MODIFICATION INSPECTION GPD 1238677 CCISITES 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/DATA TEP 3681653 CCISITES 4-POST-MODIFICATION INSPECTION TEP 4008826 CCISITES 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/DATA TEP 3833114 CCISITES 4-POST-MODIFICATION INSPECTION TEP 4763081 CCISITES 4-TOWER STRUCTURAL ANALYSIS REPORTS TEP 6352744 CCISITES 3.1) Analysis Method tnxTower (version 7.0.5.1), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer’s specifications. 2) The tower and structures have been maintained in accordance with the manufacturer’s specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. FDH Velocitel should be notified to determine the effect on the structural integrity of the tower. June 6, 2017 150 Ft Monopole Tower Structural Analysis CCI BU No 814337 Project Number 17QGDS1400, Application 393730, Revision 1 Page 6 tnxTower Report - version 7.0.5.1 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Elevation (ft) Component Type Size Critical Element % Capacity Pass / Fail 150 - 145 Pole TP18.25x17x0.1875 Pole 14.3% Pass 145 - 140 Pole TP19.5x18.25x0.1875 Pole 27.3% Pass 140 - 135 Pole TP20.75x19.5x0.1875 Pole 38.0% Pass 135 - 130 Pole TP22x20.75x0.1875 Pole 54.8% Pass 130 - 125 Pole TP23.25x22x0.1875 Pole 71.0% Pass 125 - 124.58 Pole TP23.354x23.25x0.1875 Pole 72.8% Pass 124.58 - 124.33 Pole + Reinf. TP23.417x23.354x0.3125 Reinf. 1 Bolt-Shaft Bearing 58.9% Pass 124.33 - 120 Pole + Reinf. TP24.5x23.417x0.3063 Reinf. 1 Tension Rupture 60.9% Pass 120 - 116.92 Pole + Reinf. TP25.271x24.5x0.3688 Reinf. 1 Tension Rupture 57.0% Pass 116.92 - 116.67 Pole TP25.333x25.271x0.25 Pole 63.8% Pass 116.67 - 111.67 Pole TP26.583x25.333x0.25 Pole 72.6% Pass 111.67 - 110 Pole TP27x26.583x0.25 Pole 76.2% Pass 110 - 105 Pole TP28.258x27x0.3125 Pole 68.0% Pass 105 - 100 Pole TP29.517x28.258x0.3125 Pole 74.7% Pass 100 - 95.75 Pole TP30.586x29.517x0.3125 Pole 79.6% Pass 95.75 - 95.5 Pole TP30.649x30.586x0.3125 Pole 80.9% Pass 95.5 - 90.5 Pole TP31.908x30.649x0.3125 Pole 85.8% Pass 90.5 - 86 Pole TP33.04x31.908x0.3125 Pole 89.9% Pass 86 - 81 Pole TP34.303x33.04x0.3438 Pole 84.8% Pass 81 - 76 Pole TP35.565x34.303x0.3438 Pole 88.0% Pass 76 - 75.3 Pole TP35.742x35.565x0.3438 Pole 88.5% Pass 75.3 - 75.05 Pole TP35.805x35.742x0.3438 Pole 88.0% Pass 75.05 - 70.05 Pole TP37.067x35.805x0.3438 Pole 90.7% Pass 70.05 - 67 Pole TP39.1x37.067x0.3438 Pole 92.3% Pass 67 - 61 Pole TP38.653x37.15x0.3438 Pole 98.5% Pass 61 - 57.79 Pole TP39.458x38.653x0.3438 Pole 99.8% Pass 57.79 - 57.54 Pole + Reinf. TP39.52x39.458x0.4563 Reinf. 4 Tension Rupture 98.4% Pass 57.54 - 52.54 Pole + Reinf. TP40.772x39.52x0.4563 Reinf. 4 Tension Rupture 100.7% Pass2 52.54 - 47.54 Pole + Reinf. TP42.024x40.772x0.4501 Reinf. 4 Tension Rupture 102.9% Pass2 47.54 - 43 Pole + Reinf. TP43.16x42.024x0.4438 Reinf. 4 Tension Rupture 104.8% Pass2 43 - 38 Pole TP44.216x43.16x0.375 Pole 98.0% Pass 38 - 33 Pole TP45.273x44.216x0.375 Pole 100.0% Pass 33 - 28 Pole TP46.329x45.273x0.375 Pole 101.9% Pass2 28 - 25.25 Pole TP48.23x46.329x0.375 Pole 102.8% Pass2 25.25 - 18 Pole TP48.153x46.16x0.4063 Pole 100.1% Pass2 18 - 13 Pole TP49.527x48.153x0.4063 Pole 100.2% Pass2 13 - 8 Pole TP50.901x49.527x0.4063 Pole 100.2% Pass2 8 - 3 Pole TP52.275x50.901x0.4063 Pole 100.1% Pass2 3 - 0 Pole TP53.1x52.275x0.4063 Pole 100.0% Pass June 6, 2017 150 Ft Monopole Tower Structural Analysis CCI BU No 814337 Project Number 17QGDS1400, Application 393730, Revision 1 Page 7 tnxTower Report - version 7.0.5.1 Elevation (ft) Component Type Size Critical Element % Capacity Pass / Fail Summary Pole 102.8% Pass2 Reinforcement 104.8% Pass2 Overall 104.8% Pass2 Table 5 - Tower Component Stresses vs. Capacity – LC5 Notes Component Elevation (ft) % Capacity Pass / Fail 1 Anchor Rods 0 88.1 Pass 1 Base Plate 0 89.4 Pass 1 Base Foundation 0 47.6 Pass 1 Base Foundation Soil Interaction 0 56.9 Pass 1 Flange Connection 110 70.8 Pass Structure Rating (max from all components) = 104.8%2 Notes: 1) See additional documentation in “Appendix C – Additional Calculations” for calculations supporting the % capacity consumed. 2) Capacities up to 105% are considered acceptable based on analysis methods used. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the existing and proposed loading. No modifications are required at this time. June 6, 2017 150 Ft Monopole Tower Structural Analysis CCI BU No 814337 Project Number 17QGDS1400, Application 393730, Revision 1 Page 8 tnxTower Report - version 7.0.5.1 APPENDIX A TNXTOWER OUTPUT Tower Analysis FDH Velocitel 6521 Meridien Drive, Suite 107 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Job: Chesterton (814337) Project:17QGDS1400 Client: Crown Castle Drawn by:mbrennan App'd: Code: TIA-222-G Date: 06/06/17 Scale: NTS Path: C:\Users\mbrennan\Desktop\Chesterton, IN\TWR\EQV THK 814337.eri Dwg No. E-1 150.0 ft 145.0 ft 140.0 ft 135.0 ft 130.0 ft 125.0 ft 120.0 ft 116.9 ft 111.7 ft 110.0 ft 105.0 ft 100.0 ft 95.8 ft 90.5 ft 86.0 ft 81.0 ft 76.0 ft 70.0 ft 62.0 ft 57.8 ft 52.5 ft 47.5 ft 43.0 ft 38.0 ft 33.0 ft 28.0 ft 19.0 ft 13.0 ft 8.0 ft 3.0 ft 0.0 ft REACTIONS - 89 mph WIND TORQUE 4 kip-ft 43 K SHEAR 4427 kip-ft MOMENT 45 K AXIAL 40 mph WIND - 1.00 in ICE TORQUE 1 kip-ft 10 K SHEAR ttnnxxTToowweer r Job Chesterton (814337) Page 1 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan  Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Hamilton County, Indiana. ASCE 7-10 Wind Data is used (wind speeds converted to nominal values). Basic wind speed of 89 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of 1.00 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 40 mph is used in combination with ice. Deflections calculated using a wind speed of 60 mph. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. 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 Use ASCE 10 X-Brace Ly Rules Consider Moments - Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments - Diagonals √ Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification √ Use Clear Spans For Wind Area SR Leg Bolts Resist Compression √ Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable √ Use Code Safety Factors - Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice √ Bypass Mast Stability Checks √ Consider Feed Line Torque Always Use Max Kz √ Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile √ Project Wind Area of Appurt. Use TIA-222-G Bracing Resist. Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-G Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC .6D+W Combination Poles Secondary Horizontal Braces Leg Sort Capacity Reports By Component √ Include Shear-Torsion Interaction Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Tapered Pole Section Geometry Section Elevation ft Section Length ttnnxxTToowweer r Job Chesterton (814337) Page 2 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Section Elevation ft Section Length ft Splice Length ft Number of Sides Top Diameter in Bottom Diameter in Wall Thickness in Bend Radius in Pole Grade L3 140.00-135.00 5.00 0.00 Round 19.50 20.75 0.19 A595-55 (55 ksi) L4 135.00-130.00 5.00 0.00 Round 20.75 22.00 0.19 A595-55 (55 ksi) L5 130.00-125.00 5.00 0.00 Round 22.00 23.25 0.19 A595-55 (55 ksi) L6 125.00-124.58 0.42 0.00 Round 23.25 23.35 0.19 A595-55 (55 ksi) L7 124.58-124.33 0.25 0.00 Round 23.35 23.42 0.31 A595-55 (55 ksi) L8 124.33-120.00 4.33 0.00 Round 23.42 24.50 0.31 A595-55 (55 ksi) L9 120.00-116.92 3.08 0.00 Round 24.50 25.27 0.37 A572-65 (65 ksi) L10 116.92-116.67 0.25 0.00 Round 25.27 25.33 0.25 A572-65 (65 ksi) L11 116.67-111.67 5.00 0.00 Round 25.33 26.58 0.25 A572-65 (65 ksi) ttnnxxTToowweer r Job Chesterton (814337) Page 3 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Section Elevation ft Section Length ft Splice Length ft Number of Sides Top Diameter in Bottom Diameter in Wall Thickness in Bend Radius in Pole Grade (65 ksi) L34 28.00-19.00 9.00 6.25 Round 46.33 48.23 0.38 A572-65 (65 ksi) L35 19.00-18.00 7.25 0.00 Round 46.16 48.15 0.41 A572-65 (65 ksi) L36 18.00-13.00 5.00 0.00 Round 48.15 49.53 0.41 A572-65 (65 ksi) L37 13.00-8.00 5.00 0.00 Round 49.53 50.90 0.41 A572-65 (65 ksi) L38 8.00-3.00 5.00 0.00 Round 50.90 52.28 0.41 A572-65 (65 ksi) L39 3.00-0.00 3.00 Round 52.28 53.10 0.41 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. in Area in2 ttnnxxTToowweer r Job Chesterton (814337) Page 4 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Section Tip Dia. in Area in2 I in4 r in C in I/C in3 J in4 It/Q in2 w in w/t L20 34.30 36.68 5287.66 12.01 17.15 308.30 10575.32 18.33 0.00 0 35.56 38.04 5899.56 12.45 17.78 331.76 11799.12 19.01 0.00 0 L21 35.56 38.04 5899.56 12.45 17.78 331.76 11799.12 19.01 0.00 0 35.74 38.23 5988.82 12.52 17.87 335.12 11977.63 19.10 0.00 0 L22 35.74 38.23 5988.82 12.52 17.87 335.12 11977.63 19.10 0.00 0 35.80 38.30 6020.91 12.54 17.90 336.32 12041.82 19.14 0.00 0 L23 35.80 38.30 6020.91 12.54 17.90 336.32 12041.82 19.14 0.00 0 37.07 39.66 6687.11 12.98 18.53 360.81 13374.23 19.82 0.00 0 L24 37.07 39.66 6687.11 12.98 18.53 360.81 13374.23 19.82 0.00 0 39.10 41.86 7860.02 13.70 19.55 402.05 15720.03 20.92 0.00 0 L25 38.40 39.75 6732.35 13.01 18.57 362.44 13464.70 19.86 0.00 0 38.65 41.38 7590.89 13.54 19.33 392.78 15181.79 20.68 0.00 0 L26 38.65 41.38 7590.89 13.54 19.33 392.78 15181.79 20.68 0.00 0 39.46 42.25 8079.58 13.83 19.73 409.53 16159.17 21.11 0.00 0 L27 39.46 55.91 10631.80 13.79 19.73 538.90 21263.60 27.94 0.00 0 39.52 56.00 10683.07 13.81 19.76 540.64 21366.15 27.98 0.00 0 L28 39.52 56.00 10683.07 13.81 19.76 540.64 21366.15 27.98 0.00 0 40.77 57.79 11743.50 14.25 20.39 576.05 23487.00 28.88 0.00 0 L29 40.77 57.01 11587.99 14.26 20.39 568.43 23175.99 28.49 0.00 0 42.02 58.78 12701.26 14.70 21.01 604.47 25402.51 29.37 0.00 0 L30 42.02 57.97 12530.48 14.70 21.01 596.34 25060.96 28.97 0.00 0 43.16 59.56 13585.38 15.10 21.58 629.54 27170.77 29.76 0.00 0 L31 43.16 50.40 11534.51 15.13 21.58 534.50 23069.02 25.19 0.00 0 ttnnxxTToowweer r Job Chesterton (814337) Page 5 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Tower Elevation ft Gusset Area (per face) ft2 Gusset Thickness in Gusset Grade Adjust. Factor Af Adjust. Factor Ar Weight Mult. Double Angle Stitch Bolt Spacing Diagonals in Double Angle Stitch Bolt Spacing Horizontals in Double Angle Stitch Bolt Spacing Redundants in 124.33-120.00 L9 120.00-116.92 1 1 0.984858 L10 116.92-116.67 1 1 1 L11 116.67-111.67 1 1 1 L12 111.67-110.00 ttnnxxTToowweer r Job Chesterton (814337) Page 6 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Tower Elevation ft Gusset Area (per face) ft2 Gusset Thickness in Gusset Grade Adjust. Factor Af Adjust. Factor Ar Weight Mult. Double Angle Stitch Bolt Spacing Diagonals in Double Angle Stitch Bolt Spacing Horizontals in Double Angle Stitch Bolt Spacing Redundants in L39 3.00-0.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Component Type Placement ft Total Number Number Per Row Start/End Position ttnnxxTToowweer r Job Chesterton (814337) Page 7 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Description Sector Component Type Placement ft Total Number Number Per Row Start/End Position Width or Diameter in Perimeter in Weight plf (CaAa) -0.200 Aero MP3-03 B Surface Af (CaAa) 59.00 - 19.00 1 1 -0.250 -0.250 1.57 8.99 0.00 Aero MP3-03 C Surface Af (CaAa) 59.00 - 19.00 1 1 -0.300 -0.300 1.57 8.99 0.00 *** Aero MP3-03 A Surface Af (CaAa) 76.50 - 56.00 1 1 0.300 0.300 1.57 8.99 0.00 Aero MP3-03 B Surface Af (CaAa) 76.50 - 56.00 1 1 0.400 0.400 1.57 8.99 0.00 Aero MP3-03 C Surface Af (CaAa) 76.50 - 56.00 1 1 0.300 ttnnxxTToowweer r Job Chesterton (814337) Page 8 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Tower Section Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K C 0.000 0.000 0.188 0.000 0.03 L4 135.00-130.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.412 0.188 0.000 0.000 0.000 0.00 0.06 0.03 L5 130.00-125.00 A B C 0.000 0.000 0.000 ttnnxxTToowweer r Job Chesterton (814337) Page 9 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Tower Section Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K L24 70.05-62.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 3.716 14.000 2.408 0.000 0.000 0.000 0.05 0.13 0.04 L25 62.00-61.00 A B C 0.000 0.000 0.000 0.000 ttnnxxTToowweer r Job Chesterton (814337) Page 10 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Tower Section Tower Elevation ft Face or Leg Ice Thickness in AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K B C 0.000 0.000 0.000 0.000 0.000 2.503 0.000 0.000 0.00 0.06 L3 140.00-135.00 A B C 2.307 0.000 0.000 0.000 0.000 ttnnxxTToowweer r Job Chesterton (814337) Page 11 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Tower Section Tower Elevation ft Face or Leg Ice Thickness in AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K C 0.000 0.000 0.466 0.000 0.01 L23 75.05-70.05 A B C 2.164 0.000 0.000 0.000 0.000 0.000 0.000 10.224 30.291 7.247 0.000 0.000 0.000 0.27 0.54 0.16 ttnnxxTToowweer r Job Chesterton (814337) Page 12 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in L1 150.00-145.00 -0.03 0.05 -0.24 0.41 L2 145.00-140.00 -0.03 0.05 -0.24 0.42 L3 140.00-135.00 0.23 0.19 0.34 0.53 L4 135.00-130.00 0.97 0.75 1.14 0.84 L5 130.00-125.00 0.90 0.76 1.09 0.87 L6 125.00-124.58 0.69 0.62 0.74 0.64 L7 124.58-124.33 0.69 0.62 0.74 0.64 L8 124.33-120.00 0.70 0.63 0.75 0.65 L9 120.00-116.92 0.77 0.69 0.83 0.72 L10 116.92-116.67 0.87 0.78 0.93 0.80 L11 116.67-111.67 0.87 0.78 0.95 0.82 L12 111.67-110.00 0.88 0.79 0.97 0.84 L13 110.00-105.00 0.89 0.80 0.99 0.86 L14 105.00-100.00 0.91 0.82 1.02 0.89 L15 100.00-95.75 0.76 0.72 0.89 0.81 L16 95.75-95.50 0.42 0.50 0.55 0.58 L17 95.50-90.50 0.43 0.50 0.56 0.59 L18 90.50-86.00 0.43 0.51 0.57 0.60 L19 86.00-81.00 0.44 0.52 0.59 0.62 L20 81.00-76.00 0.43 0.53 0.59 0.64 L21 76.00-75.30 0.35 0.54 0.49 0.64 L22 75.30-75.05 0.35 0.54 0.49 0.64 L23 75.05-70.05 0.60 0.71 0.77 0.84 L24 70.05-62.00 0.80 0.86 1.01 1.02 L25 62.00-61.00 0.81 0.86 1.02 1.02 L26 61.00-57.79 0.78 0.79 0.98 0.95 L27 57.79-57.54 0.74 0.69 0.93 0.83 L28 57.54-52.54 0.85 0.70 1.07 0.86 L29 52.54-47.54 0.91 0.71 1.16 0.89 L30 47.54-43.00 0.92 0.72 1.18 0.91 ttnnxxTToowweer r Job Chesterton (814337) Page 13 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice 136.00 L3 15 WR-VG86ST-BRD ( 3/4") 135.00 - 136.00 1.0000 1.0000 L3 16 RFFT-36SM-001-xxM( 3/8") 135.00 - 136.00 1.0000 1.0000 L4 2 Safety Line 3/8 130.00 - 135.00 1.0000 1.0000 L4 12 LDF7-50A(1-5/8") 130.00 - 135.00 1.0000 1.0000 L4 13 LDF7-50A(1-5/8") 130.00 - 135.00 1.0000 1.0000 L4 14 WR-VG86ST-BRDA( 7/8) 130.00 - 135.00 1.0000 1.0000 L4 15 WR-VG86ST-BRD ( 3/4") 130.00 - 135.00 1.0000 1.0000 L4 16 RFFT-36SM-001-xxM( 3/8") 130.00 - 135.00 1.0000 1.0000 L4 24 Pipe Mount for Waveguide 130.00 - 133.00 1.0000 1.0000 L4 25 Waveguide 130.00 - 133.00 1.0000 1.0000 L5 2 Safety Line 3/8 125.00 - ttnnxxTToowweer r Job Chesterton (814337) Page 14 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice 125.00 L6 33 Aero MP3-03 124.58 - 125.00 1.0000 1.0000 L6 34 Aero MP3-03 124.58 - 125.00 1.0000 1.0000 L6 35 Aero MP3-03 124.58 - 125.00 1.0000 1.0000 L7 2 Safety Line 3/8 124.33 - 124.58 1.0000 1.0000 L7 12 LDF7-50A(1-5/8") 124.33 - 124.58 1.0000 1.0000 L7 13 LDF7-50A(1-5/8") 124.33 - 124.58 1.0000 1.0000 L7 14 WR-VG86ST-BRDA( 7/8) 124.33 - 124.58 1.0000 1.0000 L7 15 WR-VG86ST-BRD ( 3/4") 124.33 - 124.58 1.0000 1.0000 L7 16 RFFT-36SM-001-xxM( 3/8") 124.33 - 124.58 1.0000 1.0000 L7 18 4 AWG(2") 124.33 - 124.58 1.0000 1.0000 L7 19 TYPE 1A( 1") 124.33 - ttnnxxTToowweer r Job Chesterton (814337) Page 15 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice 120.00 L9 13 LDF7-50A(1-5/8") 116.92 - 120.00 1.0000 1.0000 L9 14 WR-VG86ST-BRDA( 7/8) 116.92 - 120.00 1.0000 1.0000 L9 15 WR-VG86ST-BRD ( 3/4") 116.92 - 120.00 1.0000 1.0000 L9 16 RFFT-36SM-001-xxM( 3/8") 116.92 - 120.00 1.0000 1.0000 L9 18 4 AWG(2") 116.92 - 120.00 1.0000 1.0000 L9 19 TYPE 1A( 1") 116.92 - 120.00 1.0000 1.0000 L9 24 Pipe Mount for Waveguide 116.92 - 120.00 1.0000 1.0000 L9 25 Waveguide 116.92 - 120.00 1.0000 1.0000 L9 33 Aero MP3-03 118.25 - 120.00 1.0000 1.0000 L9 34 Aero MP3-03 118.25 - 120.00 1.0000 1.0000 L9 35 Aero MP3-03 118.25 - ttnnxxTToowweer r Job Chesterton (814337) Page 16 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice 116.67 L12 2 Safety Line 3/8 110.00 - 111.67 1.0000 1.0000 L12 12 LDF7-50A(1-5/8") 110.00 - 111.67 1.0000 1.0000 L12 13 LDF7-50A(1-5/8") 110.00 - 111.67 1.0000 1.0000 L12 14 WR-VG86ST-BRDA( 7/8) 110.00 - 111.67 1.0000 1.0000 L12 15 WR-VG86ST-BRD ( 3/4") 110.00 - 111.67 1.0000 1.0000 L12 16 RFFT-36SM-001-xxM( 3/8") 110.00 - 111.67 1.0000 1.0000 L12 18 4 AWG(2") 110.00 - 111.67 1.0000 1.0000 L12 19 TYPE 1A( 1") 110.00 - 111.67 1.0000 1.0000 L12 24 Pipe Mount for Waveguide 110.00 - 111.67 1.0000 1.0000 L12 25 Waveguide 110.00 - 111.67 1.0000 1.0000 L13 2 Safety Line 3/8 105.00 - ttnnxxTToowweer r Job Chesterton (814337) Page 17 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L15 12 LDF7-50A(1-5/8") 95.75 - 100.00 1.0000 1.0000 L15 13 LDF7-50A(1-5/8") 95.75 - 100.00 1.0000 1.0000 L15 14 WR-VG86ST-BRDA( 7/8) 95.75 - 100.00 1.0000 1.0000 L15 15 WR-VG86ST-BRD ( 3/4") 95.75 - 100.00 1.0000 1.0000 L15 16 RFFT-36SM-001-xxM( 3/8") 95.75 - 100.00 1.0000 1.0000 L15 18 4 AWG(2") 95.75 - 100.00 1.0000 1.0000 L15 19 TYPE 1A( 1") 95.75 - 100.00 1.0000 1.0000 L15 24 Pipe Mount for Waveguide 95.75 - 100.00 1.0000 1.0000 L15 25 Waveguide 95.75 - 100.00 1.0000 1.0000 L15 37 Aero MP3-03 95.75 - 96.92 1.0000 1.0000 L15 38 Aero MP3-03 95.75 - 96.92 1.0000 1.0000 L15 39 Aero MP3-03 95.75 - 96.92 1.0000 1.0000 L16 2 Safety Line 3/8 95.50 - 95.75 1.0000 1.0000 L16 12 LDF7-50A(1-5/8") 95.50 - 95.75 1.0000 1.0000 L16 13 LDF7-50A(1-5/8") 95.50 - 95.75 1.0000 1.0000 L16 14 WR-VG86ST-BRDA( 7/8) 95.50 - 95.75 1.0000 1.0000 L16 15 WR-VG86ST-BRD ( 3/4") 95.50 - 95.75 1.0000 1.0000 L16 16 RFFT-36SM-001-xxM( 3/8") 95.50 - 95.75 1.0000 1.0000 L16 18 4 AWG(2") 95.50 - 95.75 1.0000 1.0000 L16 19 TYPE 1A( 1") 95.50 - 95.75 1.0000 1.0000 L16 24 Pipe Mount for Waveguide 95.50 - 95.75 1.0000 1.0000 L16 25 Waveguide 95.50 - 95.75 1.0000 1.0000 L16 37 Aero MP3-03 95.50 - 95.75 1.0000 1.0000 L16 38 Aero MP3-03 95.50 - 95.75 1.0000 1.0000 L16 39 Aero MP3-03 95.50 - 95.75 1.0000 1.0000 L17 2 Safety Line 3/8 90.50 - 95.50 1.0000 1.0000 L17 12 LDF7-50A(1-5/8") 90.50 - 95.50 1.0000 1.0000 L17 13 LDF7-50A(1-5/8") 90.50 - 95.50 1.0000 1.0000 L17 14 WR-VG86ST-BRDA( 7/8) 90.50 - 95.50 1.0000 1.0000 L17 15 WR-VG86ST-BRD ( 3/4") 90.50 - 95.50 1.0000 1.0000 L17 16 RFFT-36SM-001-xxM( 3/8") 90.50 - 95.50 1.0000 1.0000 L17 18 4 AWG(2") 90.50 - 95.50 1.0000 1.0000 ttnnxxTToowweer r Job Chesterton (814337) Page 18 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L19 38 Aero MP3-03 81.00 - 86.00 1.0000 1.0000 L19 39 Aero MP3-03 81.00 - 86.00 1.0000 1.0000 L20 2 Safety Line 3/8 76.00 - 81.00 1.0000 1.0000 L20 12 LDF7-50A(1-5/8") 76.00 - 81.00 1.0000 1.0000 L20 13 LDF7-50A(1-5/8") 76.00 - 81.00 1.0000 1.0000 L20 14 WR-VG86ST-BRDA( 7/8) 76.00 - 81.00 1.0000 1.0000 L20 15 WR-VG86ST-BRD ( 3/4") 76.00 - 81.00 1.0000 1.0000 L20 16 RFFT-36SM-001-xxM( 3/8") 76.00 - 81.00 1.0000 1.0000 L20 18 4 AWG(2") 76.00 - 81.00 1.0000 1.0000 L20 19 TYPE 1A( 1") 76.00 - 81.00 1.0000 1.0000 L20 24 Pipe Mount for Waveguide 76.00 - 81.00 1.0000 1.0000 L20 25 Waveguide 76.00 - 81.00 1.0000 1.0000 L20 37 Aero MP3-03 76.00 - 81.00 1.0000 1.0000 L20 38 Aero MP3-03 76.00 - 81.00 1.0000 1.0000 L20 39 Aero MP3-03 76.00 - 81.00 1.0000 1.0000 L20 45 Aero MP3-03 76.00 - 76.50 1.0000 1.0000 L20 46 Aero MP3-03 76.00 - 76.50 1.0000 1.0000 L20 47 Aero MP3-03 76.00 - 76.50 1.0000 1.0000 L21 2 Safety Line 3/8 75.30 - 76.00 1.0000 1.0000 L21 12 LDF7-50A(1-5/8") 75.30 - 76.00 1.0000 1.0000 L21 13 LDF7-50A(1-5/8") 75.30 - 76.00 1.0000 1.0000 L21 14 WR-VG86ST-BRDA( 7/8) 75.30 - 76.00 1.0000 1.0000 L21 15 WR-VG86ST-BRD ( 3/4") 75.30 - 76.00 1.0000 1.0000 L21 16 RFFT-36SM-001-xxM( 3/8") 75.30 - 76.00 1.0000 1.0000 L21 18 4 AWG(2") 75.30 - 76.00 1.0000 1.0000 L21 19 TYPE 1A( 1") 75.30 - 76.00 1.0000 1.0000 L21 24 Pipe Mount for Waveguide 75.30 - 76.00 1.0000 1.0000 L21 25 Waveguide 75.30 - 76.00 1.0000 1.0000 L21 37 Aero MP3-03 75.30 - 76.00 1.0000 1.0000 L21 38 Aero MP3-03 75.30 - 76.00 1.0000 1.0000 L21 39 Aero MP3-03 75.30 - 76.00 1.0000 1.0000 L21 45 Aero MP3-03 75.30 - 76.00 1.0000 1.0000 ttnnxxTToowweer r Job Chesterton (814337) Page 19 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L23 39 Aero MP3-03 73.00 - 75.05 1.0000 1.0000 L23 45 Aero MP3-03 70.05 - 75.05 1.0000 1.0000 L23 46 Aero MP3-03 70.05 - 75.05 1.0000 1.0000 L23 47 Aero MP3-03 70.05 - 75.05 1.0000 1.0000 L24 2 Safety Line 3/8 62.00 - 70.05 1.0000 1.0000 L24 12 LDF7-50A(1-5/8") 62.00 - 70.05 1.0000 1.0000 L24 13 LDF7-50A(1-5/8") 62.00 - 70.05 1.0000 1.0000 L24 14 WR-VG86ST-BRDA( 7/8) 62.00 - 70.05 1.0000 1.0000 L24 15 WR-VG86ST-BRD ( 3/4") 62.00 - 70.05 1.0000 1.0000 L24 16 RFFT-36SM-001-xxM( 3/8") 62.00 - 70.05 1.0000 1.0000 L24 18 4 AWG(2") 62.00 - 70.05 1.0000 1.0000 L24 19 TYPE 1A( 1") 62.00 - 70.05 1.0000 1.0000 L24 24 Pipe Mount for Waveguide 62.00 - 70.05 1.0000 1.0000 L24 25 Waveguide 62.00 - 70.05 1.0000 1.0000 L24 45 Aero MP3-03 62.00 - 70.05 1.0000 1.0000 L24 46 Aero MP3-03 62.00 - 70.05 1.0000 1.0000 L24 47 Aero MP3-03 62.00 - 70.05 1.0000 1.0000 L26 2 Safety Line 3/8 57.78 - 61.00 1.0000 1.0000 L26 12 LDF7-50A(1-5/8") 57.78 - 61.00 1.0000 1.0000 L26 13 LDF7-50A(1-5/8") 57.78 - 61.00 1.0000 1.0000 L26 14 WR-VG86ST-BRDA( 7/8) 57.78 - 61.00 1.0000 1.0000 L26 15 WR-VG86ST-BRD ( 3/4") 57.78 - 61.00 1.0000 1.0000 L26 16 RFFT-36SM-001-xxM( 3/8") 57.78 - 61.00 1.0000 1.0000 L26 18 4 AWG(2") 57.78 - 61.00 1.0000 1.0000 L26 19 TYPE 1A( 1") 57.78 - 61.00 1.0000 1.0000 L26 24 Pipe Mount for Waveguide 57.78 - 61.00 1.0000 1.0000 L26 25 Waveguide 57.78 - 61.00 1.0000 1.0000 L26 41 Aero MP3-03 57.78 - 59.00 1.0000 1.0000 L26 42 Aero MP3-03 57.78 - 59.00 1.0000 1.0000 L26 43 Aero MP3-03 57.78 - 59.00 1.0000 1.0000 L26 45 Aero MP3-03 57.78 - 61.00 1.0000 1.0000 L26 46 Aero MP3-03 57.78 - 61.00 1.0000 1.0000 ttnnxxTToowweer r Job Chesterton (814337) Page 20 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L28 45 Aero MP3-03 56.00 - 57.53 1.0000 1.0000 L28 46 Aero MP3-03 56.00 - 57.53 1.0000 1.0000 L28 47 Aero MP3-03 56.00 - 57.53 1.0000 1.0000 L29 2 Safety Line 3/8 47.53 - 52.53 1.0000 1.0000 L29 12 LDF7-50A(1-5/8") 47.53 - 52.53 1.0000 1.0000 L29 13 LDF7-50A(1-5/8") 47.53 - 52.53 1.0000 1.0000 L29 14 WR-VG86ST-BRDA( 7/8) 47.53 - 52.53 1.0000 1.0000 L29 15 WR-VG86ST-BRD ( 3/4") 47.53 - 52.53 1.0000 1.0000 L29 16 RFFT-36SM-001-xxM( 3/8") 47.53 - 52.53 1.0000 1.0000 L29 18 4 AWG(2") 47.53 - 52.53 1.0000 1.0000 L29 19 TYPE 1A( 1") 47.53 - 52.53 1.0000 1.0000 L29 24 Pipe Mount for Waveguide 47.53 - 52.53 1.0000 1.0000 L29 25 Waveguide 47.53 - 52.53 1.0000 1.0000 L29 41 Aero MP3-03 47.53 - 52.53 1.0000 1.0000 L29 42 Aero MP3-03 47.53 - 52.53 1.0000 1.0000 L29 43 Aero MP3-03 47.53 - 52.53 1.0000 1.0000 L30 2 Safety Line 3/8 43.00 - 47.53 1.0000 1.0000 L30 12 LDF7-50A(1-5/8") 43.00 - 47.53 1.0000 1.0000 L30 13 LDF7-50A(1-5/8") 43.00 - 47.53 1.0000 1.0000 L30 14 WR-VG86ST-BRDA( 7/8) 43.00 - 47.53 1.0000 1.0000 L30 15 WR-VG86ST-BRD ( 3/4") 43.00 - 47.53 1.0000 1.0000 L30 16 RFFT-36SM-001-xxM( 3/8") 43.00 - 47.53 1.0000 1.0000 L30 18 4 AWG(2") 43.00 - 47.53 1.0000 1.0000 L30 19 TYPE 1A( 1") 43.00 - 47.53 1.0000 1.0000 L30 24 Pipe Mount for Waveguide 43.00 - 47.53 1.0000 1.0000 L30 25 Waveguide 43.00 - 47.53 1.0000 1.0000 L30 41 Aero MP3-03 43.00 - 47.53 1.0000 1.0000 L30 42 Aero MP3-03 43.00 - 47.53 1.0000 1.0000 L30 43 Aero MP3-03 43.00 - 47.53 1.0000 1.0000 L31 2 Safety Line 3/8 38.00 - 43.00 1.0000 1.0000 L31 12 LDF7-50A(1-5/8") 38.00 - 43.00 1.0000 1.0000 L31 13 LDF7-50A(1-5/8") 38.00 - 43.00 1.0000 1.0000 ttnnxxTToowweer r Job Chesterton (814337) Page 21 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L33 19 TYPE 1A( 1") 28.00 - 33.00 1.0000 1.0000 L33 24 Pipe Mount for Waveguide 28.00 - 33.00 1.0000 1.0000 L33 25 Waveguide 28.00 - 33.00 1.0000 1.0000 L33 41 Aero MP3-03 28.00 - 33.00 1.0000 1.0000 L33 42 Aero MP3-03 28.00 - 33.00 1.0000 1.0000 L33 43 Aero MP3-03 28.00 - 33.00 1.0000 1.0000 L34 2 Safety Line 3/8 19.00 - 28.00 1.0000 1.0000 L34 12 LDF7-50A(1-5/8") 19.00 - 28.00 1.0000 1.0000 L34 13 LDF7-50A(1-5/8") 19.00 - 28.00 1.0000 1.0000 L34 14 WR-VG86ST-BRDA( 7/8) 19.00 - 28.00 1.0000 1.0000 L34 15 WR-VG86ST-BRD ( 3/4") 19.00 - 28.00 1.0000 1.0000 L34 16 RFFT-36SM-001-xxM( 3/8") 19.00 - 28.00 1.0000 1.0000 L34 18 4 AWG(2") 19.00 - 28.00 1.0000 1.0000 L34 19 TYPE 1A( 1") 19.00 - 28.00 1.0000 1.0000 L34 24 Pipe Mount for Waveguide 19.00 - 28.00 1.0000 1.0000 L34 25 Waveguide 19.00 - 28.00 1.0000 1.0000 L34 29 Aero MP3-03 19.00 - 20.50 1.0000 1.0000 L34 30 Aero MP3-03 19.00 - 20.50 1.0000 1.0000 L34 31 Aero MP3-03 19.00 - 20.50 1.0000 1.0000 L34 41 Aero MP3-03 19.00 - 28.00 1.0000 1.0000 L34 42 Aero MP3-03 19.00 - 28.00 1.0000 1.0000 L34 43 Aero MP3-03 19.00 - 28.00 1.0000 1.0000 L36 2 Safety Line 3/8 13.00 - 18.00 1.0000 1.0000 L36 12 LDF7-50A(1-5/8") 13.00 - 18.00 1.0000 1.0000 L36 13 LDF7-50A(1-5/8") 13.00 - 18.00 1.0000 1.0000 L36 14 WR-VG86ST-BRDA( 7/8) 13.00 - 18.00 1.0000 1.0000 L36 15 WR-VG86ST-BRD ( 3/4") 13.00 - 18.00 1.0000 1.0000 L36 16 RFFT-36SM-001-xxM( 3/8") 13.00 - 18.00 1.0000 1.0000 L36 18 4 AWG(2") 13.00 - 18.00 1.0000 1.0000 L36 19 TYPE 1A( 1") 13.00 - 18.00 1.0000 1.0000 L36 24 Pipe Mount for Waveguide 13.00 - 18.00 1.0000 1.0000 L36 25 Waveguide 13.00 - 18.00 1.0000 1.0000 ttnnxxTToowweer r Job Chesterton (814337) Page 22 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L39 31 Aero MP3-03 0.50 - 3.00 1.0000 1.0000 Discrete Tower Loads Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K *** 2.4'' Dia x 12-ft Pipe C From Leg 4.00 0.00 6.00 0.000 150.00 No Ice ttnnxxTToowweer r Job Chesterton (814337) Page 23 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K E15R05P19 C From Leg 4.00 0.00 1.00 0.000 149.00 No Ice 1/2'' Ice 1'' Ice 0.94 1.06 1.19 0.61 0.71 0.82 0.02 0.03 0.04 (2) 641280-DF A From Leg 4.00 0.00 ttnnxxTToowweer r Job Chesterton (814337) Page 24 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K 0.00 -3.00 1/2'' Ice 1'' Ice 2.95 3.18 1.86 2.05 0.07 0.10 RRUS 32 B2 C From Leg 4.00 0.00 -3.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 2.73 ttnnxxTToowweer r Job Chesterton (814337) Page 25 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K Platform Mount [LP 602-1] C None 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 32.03 38.71 45.39 32.03 38.71 45.39 1.34 1.80 2.26 Miscellaneous [NA 509-3] C None 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 11.84 16.96 ttnnxxTToowweer r Job Chesterton (814337) Page 26 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K (2) 2.4'' x 8' Pipe Mount C From Leg 4.00 0.00 0.00 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 1.92 2.75 3.41 1.92 2.75 3.41 0.06 0.07 0.09 *** ASU9338TYP01 A From Leg 1.00 ttnnxxTToowweer r Job Chesterton (814337) Page 27 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Compression Checks Pole Design Data Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn L1 150 - 145 (1) TP18.25x17x0.19 5.00 0.00 0.0 10.64 -1.84 460.36 0.004 L2 145 - 140 (2) TP19.5x18.25x0.19 5.00 0.00 0.0 11.38 -2.70 484.66 0.006 L3 140 - 135 (3) TP20.75x19.5x0.19 5.00 0.00 0.0 12.11 -6.79 508.96 0.013 L4 135 - 130 (4) TP22x20.75x0.19 5.00 0.00 0.0 12.85 -6.89 533.26 0.013 L5 130 - 125 (5) TP23.25x22x0.19 5.00 0.00 0.0 13.58 -7.26 557.56 0.013 L6 125 - 124.583 (6) TP23.35x23.25x0.19 0.42 0.00 0.0 13.65 -10.13 559.58 0.018 L7 124.583 - 124.333 (7) TP23.42x23.35x0.31 0.25 0.00 0.0 22.68 -10.17 1052.00 0.010 L8 124.333 - 120 (8) TP24.5x23.42x0.31 4.33 0.00 0.0 23.28 -10.66 1059.61 0.010 L9 120 - 116.917 (9) TP25.27x24.5x0.37 3.08 0.00 0.0 28.85 -11.09 1547.64 0.007 L10 116.917 - 116.667 (10) TP25.33x25.27x0.25 0.25 0.00 0.0 19.70 -11.12 962.54 0.012 L11 116.667 - 111.667 (11) TP26.58x25.33x0.25 5.00 0.00 0.0 20.68 -14.58 1000.83 0.015 ttnnxxTToowweer r Job Chesterton (814337) Page 28 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn 4.8.2 (1.00 CR) - 32 L33 33 - 28 (33) TP46.33x45.27x0.38 5.00 0.00 0.0 54.14 -34.27 2548.39 0.013 4.8.2 (1.02 CR) - 33 L34 28 - 19 (34) TP48.23x46.33x0.38 9.00 0.00 0.0 54.82 -35.08 2575.08 0.014 4.8.2 (1.03 CR) - 34 L35 19 - 18 (35) TP48.15x46.16x0.41 7.25 0.00 0.0 60.94 -38.66 2889.86 0.013 L36 18 - 13 (36) TP49.53x48.15x0.41 5.00 0.00 0.0 62.70 -40.30 2958.27 0.014 L37 13 - 8 (37) TP50.9x49.53x0.41 5.00 0.00 0.0 64.45 -41.95 3026.68 0.014 L38 8 - 3 (38) TP52.28x50.9x0.41 5.00 0.00 0.0 64.45 -41.99 3026.68 0.014 L39 3 - 0 (39) TP53.1x52.28x0.41 3.00 0.00 0.0 66.21 -43.58 3095.09 0.014 Pole Bending Design Data Section No. Elevation ft Size Mux kip-ft Mnx kip-ft Ratio Mux Mnx Muy kip-ft Mny ttnnxxTToowweer r Job Chesterton (814337) Page 29 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Section No. Elevation ft Size Mux kip-ft Mnx kip-ft Ratio Mux Mnx Muy kip-ft Mny kip-ft Ratio Muy Mny L28 57.535 - 52.535 (28) TP40.77x39.52x0.46 2310 3099 0.745 0 3099 0.000 L29 52.535 - 47.535 (29) TP42.02x40.77x0.45 2492 3238 0.770 0 3238 0.000 L30 47.535 - 43 (30) TP43.16x42.02x0.44 2661 3360 0.792 0 3360 0.000 L31 43 - 38 (31) TP44.22x43.16x0.38 2852 2951 0.967 0 2951 0.000 L32 38 - 33 (32) TP45.27x44.22x0.38 3047 3090 0.986 0 3090 0.000 L33 33 - 28 (33) TP46.33x45.27x0.38 3247 3233 1.004 0 3233 0.000 L34 28 - 19 (34) TP48.23x46.33x0.38 3358 3312 1.014 0 3312 0.000 L35 19 - 18 (35) TP48.15x46.16x0.41 3657 3791 0.965 0 3791 0.000 L36 18 - 13 (36) TP49.53x48.15x0.41 3869 4005 0.966 0 4005 0.000 L37 13 - 8 (37) TP50.9x49.53x0.41 4083 4225 0.966 0 4225 0.000 L38 8 - 3 (38) TP52.28x50.9x0.41 4083 4225 0.966 0 4225 0.000 L39 3 - 0 (39) TP53.1x52.28x0.41 4298 4451 0.966 0 4451 0.000 Pole Shear Design Data Section No. Elevation ft Size Actual ttnnxxTToowweer r Job Chesterton (814337) Page 30 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Section No. Elevation ft Size Actual Vu K Vn K Ratio Vu Vn Actual Tu kip-ft Tn kip-ft Ratio Tu Tn L25 62 - 61 (25) TP38.65x37.15x0.34 34.75 988.87 0.035 2 3129 0.001 L26 61 - 57.785 (26) TP39.46x38.65x0.34 35.26 1005.86 0.035 2 3250 0.001 L27 57.785 - 57.535 (27) TP39.52x39.46x0.46 40.28 1411.75 0.029 2 4543 0.000 L28 57.535 - 52.535 (28) TP40.77x39.52x0.46 36.30 1446.87 0.025 2 4807 0.000 L29 52.535 - 47.535 (29) TP42.02x40.77x0.45 37.16 1457.57 0.025 2 4996 0.000 L30 47.535 - 43 (30) TP43.16x42.02x0.44 37.90 1464.24 0.026 3 5159 0.000 L31 43 - 38 (31) TP44.22x43.16x0.38 38.72 1223.81 0.032 3 4434 0.001 L32 38 - 33 (32) TP45.27x44.22x0.38 39.52 1248.12 0.032 3 4631 0.001 L33 33 - 28 (33) TP46.33x45.27x0.38 40.30 1272.43 0.032 3 4834 0.001 L34 28 - 19 (34) TP48.23x46.33x0.38 40.70 1285.80 0.032 3 4947 0.001 L35 19 - 18 (35) TP48.15x46.16x0.41 41.97 1442.76 0.029 4 5693 0.001 L36 18 - 13 (36) TP49.53x48.15x0.41 42.68 1477.03 0.029 4 5997 0.001 ttnnxxTToowweer r Job Chesterton (814337) Page 31 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Section No. Elevation ft Ratio Pu Pn Ratio Mux Mnx Ratio Muy Mny Ratio Vu Vn Ratio Tu Tn Comb. Stress Ratio Allow. Stress Ratio Criteria L14 105 - 100 (14) 0.012 0.733 0.000 0.039 0.000 0.747 1.000 4.8.2 L15 100 - 95.75 (15) 0.012 0.783 0.000 0.039 0.000 0.796 1.000 4.8.2 L16 95.75 - 95.5 (16) 0.012 0.787 0.000 0.052 0.000 0.801 1.000 4.8.2 L17 95.5 - 90.5 (17) 0.012 0.837 0.000 0.039 0.000 0.850 1.000 4.8.2 L18 90.5 - 86 (18) 0.012 0.877 0.000 0.039 0.000 0.891 1.000 4.8.2 L19 86 - 81 (19) 0.011 0.829 0.000 0.035 0.000 0.842 1.000 4.8.2 ttnnxxTToowweer r Job Chesterton (814337) Page 32 of 32 FDH Velocitel 6521 Meridien Drive, Suite 107 Project 17QGDS1400 Date 14:19:46 06/06/17 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client Crown Castle Designed by mbrennan Section Capacity Table Section No. Elevation ft Component Type Size Critical Element P K øPallow K % Capacity Pass Fail L1 150 - 145 Pole TP18.25x17x0.19 1 -1.84 460.36 14.3 Pass L2 145 - 140 Pole TP19.5x18.25x0.19 2 -2.70 484.66 27.3 Pass L3 140 - 135 Pole TP20.75x19.5x0.19 3 -6.79 508.96 38.0 Pass L4 135 - 130 Pole TP22x20.75x0.19 4 -6.89 533.26 54.9 Pass L5 130 - 125 Pole TP23.25x22x0.19 5 -7.26 557.56 69.1 Pass L6 125 - 124.583 Pole TP23.35x23.25x0.19 6 -10.13 559.58 72.8 Pass L7 124.583 - 124.333 Pole TP23.42x23.35x0.31 7 -10.17 1052.00 42.8 Pass L8 124.333 - 120 Pole TP24.5x23.42x0.31 8 -10.66 1059.61 52.8 Pass L9 120 - 116.917 Pole TP25.27x24.5x0.37 9 -11.09 1547.64 41.5 Pass L10 116.917 - 116.667 Pole TP25.33x25.27x0.25 10 -11.12 962.54 63.8 Pass L11 116.667 - 111.667 Pole TP26.58x25.33x0.25 11 -14.58 1000.83 72.6 Pass L12 111.667 - 110 Pole TP27x26.58x0.25 12 -14.79 1013.59 76.2 Pass L13 110 - 105 Pole TP28.26x27x0.31 13 -15.57 1373.47 68.0 Pass L14 105 - 100 Pole TP29.52x28.26x0.31 14 -16.38 1421.65 74.7 Pass L15 100 - 95.75 Pole TP30.59x29.52x0.31 15 -17.10 1462.61 79.6 Pass L16 95.75 - 95.5 Pole TP30.65x30.59x0.31 16 -17.16 1465.01 80.1 Pass L17 95.5 - 90.5 Pole TP31.91x30.65x0.31 17 -18.03 1513.19 85.0 Pass L18 90.5 - 86 Pole TP33.04x31.91x0.31 18 -18.85 1556.56 89.1 Pass L19 86 - 81 Pole TP34.3x33.04x0.34 19 -19.86 1797.76 84.2 Pass G Site BU: Work Order: Pole Geometry Copyright © 2016 Crown Castle 1 2 3 4 5 6 7 Reinforcement Configuration 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 63 183 292 2 102 214 327 3 80 200 320 4 30 150 270 5 125 237 327 6 7 8 9 10 Reinforcement Details 1 2 3 4 5 124.58333 95.75 75.3 57.785 20.167 116.91667 75.3 57.785 20.167 0 4.06 1.57 2.92 0.59 14.000 14.000 18.000 2.545 1.1875 4.78 1.61 4.13 0.61 17.000 17.000 18.000 150 120 110 3 3 3 3 3 channel channel channel Bottom Effective Elevation (ft) Type channel channel Top Effective Elevation (ft) 43 Pole Face to TNX Geometry Input 5 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - 20 - 21 - 22 - 23 - 24 - 25 - 26 - 27 - 28 - 29 - 30 - 31 - 32 - 33 - 34 - 35 - 36 - 37 - 38 - 39 - 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 A572-65 1.000 0.989 0.992 0.985 Weight Multiplier 1.000 1.000 1.000 1.000 TNX Section Forces 5 Pu (K) Mux (kip-ft) Vu (K) ### 1 - 1.8398 30.111 6.4317 ### 2 - 2.6999 66.173 7.5229 ### 3 - 6.5642 101.91 13.024 ### 4 - 6.8927 166.92 13.677 ### 5 - 10.765 238.94 20.819 ### 6 - 10.134 247.79 21.328 ### 7 - 10.168 253.37 29.787 ### 8 - 10.66 336.87 20.421 ### 9 - 11.088 399.03 21.158 ### 10 - 11.121 404.85 29.777 ### 11 - 14.581 506.46 25.907 ### 12 - 14.79 548.82 25.82 ### 13 - 15.572 679.01 27.08 ### 14 - 16.382 813.04 27.865 ### 15 - 17.101 930.17 28.475 ### 16 - 17.159 938.08 38.126 ### 17 - 18.026 1079.2 29.438 ### 18 - 18.85 1210.9 30.094 ### 19 - 19.858 1361.6 31.116 ### 20 - 20.9 1516.9 31.99 ### 21 - 21.054 1539.1 32.578 ### 22 - 21.116 1547.6 38.822 ### 23 - 22.189 1707.9 33.053 ### 24 - 22.873 1808.4 33.557 ### 25 - 24.976 2011.5 34.753 ### 26 - 25.735 2123.1 35.264 ### 27 - 25.825 2132.4 40.285 ### 28 - 27.222 2309.7 36.298 ### 29 - 28.669 2492 37.158 ### 30 - 30.012 2661.3 37.896 ### 31 - 31.395 2852.2 38.722 ### 32 - 32.815 3047.3 39.519 ### 33 - 34.269 3246.5 40.299 ### 34 - 35.075 3357.7 40.702 ### 35 - 38.665 3657.3 41.971 ### 36 - 40.296 3868.7 42.68 ### 37 - 41.95 4082.7 42.934 ### 38 - 43.539 4297.6 43.102 ### 39 - 44.5 4427.0 43.2 TNX Output Section Height (ft) 150 145 145 140 135 130 140 135 Increment (ft): 105 100 100 95.75 95.75 95.5 95.5 90.5 Analysis Results Reinforcement 104.8% Pass 60.9% Pass Overall 104.8% Pass Summary Pole 102.8% Pass Pole + Reinf. TP24.5x23.417x0.3063 Reinf. 1 Tension Rupture Pole TP27x26.583x0.25 Pole Pole TP30.649x30.586x0.3125 Pole Pole TP35.565x34.303x0.3438 Pole Pole TP39.1x37.067x0.3438 Pole Pole + Reinf. TP40.772x39.52x0.4563 Reinf. 4 Tension Rupture Pole TP45.273x44.216x0.375 Pole Pole TP49.527x48.153x0.4063 Pole Pole Pole Component Type Size Critical Element % Capacity Pass / Fail Pole TP18.25x17x0.1875 Pole 14.3% Pass Pole TP19.5x18.25x0.1875 Pole 27.3% Pass TP20.75x19.5x0.1875 Pole 38.0% Pass Pole 72.8% Pass Pole TP22x20.75x0.1875 Pole 54.8% Pass 71.0% Pass Pole + Reinf. TP23.417x23.354x0.3125 Reinf. 1 Bolt-Shaft Bearing 58.9% Pass 135 - 130 130 - 125 125 - 124.58 124.58 - 124.33 Pole TP23.25x22x0.1875 Pole TP23.354x23.25x0.1875 Pole + Reinf. TP25.271x24.5x0.3688 Reinf. 1 Tension Rupture 57.0% Pass Pole TP25.333x25.271x0.25 Pole 63.8% Pass Pole TP26.583x25.333x0.25 Pole 72.6% Pass 76.2% Pass Pole TP28.258x27x0.3125 Pole 68.0% Pass Pole TP29.517x28.258x0.3125 Pole 74.7% Pass Pole TP30.586x29.517x0.3125 Pole 79.6% Pass 80.9% Pass Pole TP31.908x30.649x0.3125 Pole 85.8% Pass Pole TP33.04x31.908x0.3125 Pole 89.9% Pass Pole TP34.303x33.04x0.3438 Pole 84.8% Pass 88.0% Pass Pole TP35.742x35.565x0.3438 Pole 88.5% Pass Pole TP35.805x35.742x0.3438 Pole 88.0% Pass Pole TP37.067x35.805x0.3438 Pole 90.7% Pass 92.3% Pass Pole TP38.653x37.15x0.3438 Pole 98.5% Pass Pole TP39.458x38.653x0.3438 Pole 99.8% Pass Pole + Reinf. TP39.52x39.458x0.4563 Reinf. 4 Tension Rupture 98.4% Pass 100.7% Pass Pole + Reinf. TP42.024x40.772x0.4501 Reinf. 4 Tension Rupture 102.9% Pass Pole + Reinf. TP43.16x42.024x0.4438 Reinf. 4 Tension Rupture 104.8% Pass Pole TP44.216x43.16x0.375 Pole 98.0% Pass 100.0% Pass Pole TP46.329x45.273x0.375 Pole 101.9% Pass Pole TP48.23x46.329x0.375 Pole 102.8% Pass Pole TP48.153x46.16x0.4063 Pole 100.1% Pass Additional Calculations Pole R1 R2 R3 R4 R5 150 - 145 14.3% 145 - 140 27.3% 140 - 135 38.0% 135 - 130 54.8% 130 - 125 71.0% 125 - 124.58 72.8% 124.58 - 124.33 45.9% 58.9% 124.33 - 120 56.5% 60.9% 120 - 116.92 44.2% 57.0% 116.92 - 116.67 63.8% 116.67 - 111.67 72.6% 111.67 - 110 76.2% 110 - 105 68.0% 105 - 100 74.7% 100 - 95.75 79.6% 95.75 - 95.5 80.9% 95.5 - 90.5 85.8% 90.5 - 86 89.9% 86 - 81 84.8% 81 - 76 88.0% 76 - 75.3 88.5% 75.3 - 75.05 88.0% 75.05 - 70.05 90.7% 70.05 - 67 92.3% 67 - 61 98.5% 61 - 57.79 99.8% 57.79 - 57.54 75.9% 98.4% 57.54 - 52.54 77.9% 100.7% 52.54 - 47.54 79.9% 102.9% 47.54 - 43 81.5% 104.8% 43 - 38 98.0% 38 - 33 100.0% 33 - 28 101.9% 28 - 25.25 102.8% 25.25 - 18 100.1% 18 - 13 100.2% 13 - 8 100.2% 8 - 3 100.1% 3 - 0 100.0% Note: Section capacity checked in 5 degree increments. 13.58 13.65 n/a n/a 10.64 11.38 12.11 12.85 Reinf. Total Moment of Inertia (in 4 ) Area (in 2 ) n/a n/a n/a n/a June 6, 2017 150 Ft Monopole Tower Structural Analysis CCI BU No 814337 Project Number 17QGDS1400, Application 393730, Revision 1 Page 9 tnxTower Report - version 7.0.5.1 APPENDIX B BASE LEVEL DRAWING June 6, 2017 150 Ft Monopole Tower Structural Analysis CCI BU No 814337 Project Number 17QGDS1400, Application 393730, Revision 1 Page 10 tnxTower Report - version 7.0.5.1 APPENDIX C ADDITIONAL CALCULATIONS Reactions Bolt Threads: Site Data Mu 549 ft-kips X-Excluded BU#: Axial, Pu: 14.79 kips φVn=φ(0.55*Ab*Fu) Site Name: Shear, Vu: 25.82 kips φ=0.75, φ*Vn (kips): Elevation: 110 feet 38.88 Pole Manufacturer: Other If No stiffeners, Criteria: TIA G <-Only Applcable to Unstiffened Cases Flange Bolt Results Rigid Bolt Tension Capacity, φ*Tn,B1: 54.54 kips φ*Tn Qty: 22 Adjusted φ*Tn (due to Vu=Vu/Qty), B: 54.52 kips φTn[(1-(Vu/φVn)^2]^0.5 Diameter (in.): 1 Bolt Fu: 120 Max Bolt directly applied Tu: 38.60 Kips Bolt Material: A325 Bolt Fy: 92 Min. PL "tc" for B cap. w/o Pry: 1.163 in N/A: <-- Disregard Min PL "treq" for actual T w/ Pry: 0.745 in N/A: <-- Disregard Min PL "t1" for actual T w/o Pry: 0.979 in Circle (in.): 30.5 T allowable w/o Prying: 54.54 kips α'<0 case Prying Force, q: 0.00 kips Total Bolt Tension=Tu+q: 38.60 kips Diam: 34.25 in Non-Prying Bolt Stress Ratio, Tu/B: 70.8% Pass Thick, t: 2.5 in Grade (Fy): 36 ksi Exterior Flange Plate Results Flexural Check Rigid Strength, Fu: 58 ksi Compression Side Plate Stress: 6.6 ksi TIA G Single-Rod B-eff: 3.86 in Allowable Plate Stress: 32.4 ksi φ*Fy Compression Plate Stress Ratio: 20.4% Pass Comp. Y.L. Length: No Prying 14.19 Config: 0 * Tension Side Stress Ratio, (treq/t)^2: 8.9% Pass Weld Type: Groove Depth: in ** n/a Groove Angle: degrees Stiffener Results Fillet H. Weld: <-- Disregard Horizontal Weld : n/a Fillet V. Weld: in Vertical Weld: n/a Width: in Plate Flex+Shear, fb/Fb+(fv/Fv)^2: n/a Height: in Plate Tension+Shear, ft/Ft+(fv/Fv)^2: n/a Thick: in Plate Comp. (AISC Bracket): n/a Notch: in Pole Results Grade: ksi Pole Punching Shear Check: n/a Weld str.: ksi Diam: 27 in Thick: 0.25 in Grade: 65 ksi # of Sides: 0 "0" IF Round Fu 80 ksi Reinf. Fillet Weld 0 "0" if None * 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 1/2 the stiffener thickness for calculation purposes 814337 Chesterton Stiffened or Unstiffened, Exterior Flange Plate - Any Bolt Material TIA Rev G Pole Data Bolt Data Plate Data Stiffener Data (Welding at Both Sides) Analysis Date: 6/6/2017 TIA Rev G Site Data BU#: 4427 ft-kips Site Name: 45 kips 43 kips Other Eta Factor, η 0.55 TIA G (Fig. 4-4) If No stiffeners, Criteria: AISC LRFD <-Only Applcable to Unstiffened Cases Qty: 16 Diam: 2.25 in Rod Material: A615-J Anchor Rod Results Rigid Strength (Fu): 100 ksi Max Rod (Cu+ Vu/ή): 229.0 Kips AISC LRFD Yield (Fy): 75 ksi Allowable Axial, Φ*Fu*Anet: 260.0 Kips φ*Tn Bolt Circle: 60 in Anchor Rod Stress Ratio: 88.1% Pass Diam: 65.25 in Base Plate Results Flexural Check Rigid Thick: 2.5 in Base Plate Stress: 29.0 ksi AISC LRFD Grade: 36 ksi Allowable Plate Stress: 32.4 ksi φ*Fy Single-Rod B-eff: 10.43 in Base Plate Stress Ratio: 89.4% Pass Y.L. Length: 27.94 n/a Config: 0 * Stiffener Results Weld Type: Horizontal Weld : n/a Groove Depth: in ** Vertical Weld: n/a Groove Angle: degrees Plate Flex+Shear, fb/Fb+(fv/Fv)^2: n/a Fillet H. Weld: <-- Disregard Plate Tension+Shear, ft/Ft+(fv/Fv)^2:n/a Fillet V. Weld: in Plate Comp. (AISC Bracket): n/a Width: in Height: in Pole Results Thick: in Pole Punching Shear Check: n/a Notch: in Grade: ksi Weld str.: ksi Diam: 53.1 in Thick: 0.406 in Grade: 65 ksi # of Sides: 0 "0" IF Round Fu 80 ksi Reinf. Fillet Weld 0 "0" if None * 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 1/2 the stiffener thickness for calculation purposes Pole Manufacturer: Assumption: Clear space between bottom of leveling nut and top of concrete not exceeding (1)*(Rod Diameter) Stiffened or Unstiffened, Ungrouted, Circular Base Plate - Any Rod Material Pole Data Anchor Rod Data Plate Data Stiffener Data (Welding at both sides) 814337 Reactions Mu: Axial, Pu: Shear, Vu: Chesterton Analysis Date: 6/6/2017 CCI Foundation Tool Suite - Monopole Pier CCIFTS 1.2.108.14286 - Phase 1-2 Date: 6/6/2017 BU: 814337 Site Name: Chesterton App Number: Work Order: Monopole Drilled Pier Input Criteria TIA Revision: G ACI 318 Revision: 2008 Seismic Category: B Forces Compression 45 kips Shear 43 kips Moment 4427 k-ft Swelling Force 0 kips Foundation Dimensions Pier Diameter: 8 ft Ext. above grade: 0.25 ft Depth below grade: 35 ft Material Properties Number of Rebar: 36 Rebar Size: 11 Tie Size 5 Rebar tensile strength: 60 ksi Concrete Strength: 3000 psi Ultimate Concrete Strain 0.003 in/in Clear Cover to Ties: 3 in Soil Profile: 814337 Layer Thickness (ft) From (ft) To (ft) Unit Weight (pcf) Cohesion (psf) Friction Angle (deg) Ultimate Uplift Skin Friction (ksf) Ultimate Comp. Skin Friction (ksf) Ultimate Bearing Capacity (ksf) SPT 'N' Counts 1 4 0 4 115 0 2 4 4 8 52.6 15 0.7 0.7 0 3 7 8 15 52.6 15 1.3 1.3 0 4 20 15 35 47.6 22 1.3 1.3 8 Analysis Results Concrete/Steel Check Soil Lateral Capacity Mu (from soil analysis) 4737.27 k-ft Depth to Zero Shear: 8.31 ft φMn 9946.18 k-ft Max Moment, Mu: 4737.27 k-ft RATING: 47.6% Soil Safety Factor: 2.34 Safety Factor Req'd: 1.33 RATING: 56.9% rho provided 0.78 rho required 0.33 OK Soil Axial Capacity Skin Friction (k): 714.40 kips Rebar Spacing 6.21 End Bearing (k): 301.59 kips Spacing required 22.56 OK Comp. Capacity (k), φCn: 1015.99 kips Comp. (k), Cu: 45.00 kips RATING: 4.4% Dev. Length required 26.44 Dev. Length provided 61.78 OK Overall Foundation Rating: 56.9% (36) - #11 #5 Tie Size 35.25' 35' 0.2 8' 3" C.C. Page 1 of 1 764 764 12.85 903 903 13.58 Reinf. n/a n/a n/a n/a n/a 916 916 13.65 924 1518 13.68 640 640 12.11 Pole Total Pole 434 434 10.64 530 530 11.38 1059 1706 14.32 1539 2226 19.65 1550 1550 19.70 1793 1793 20.68 n/a 594 647 687 n/a n/a 1879 1879 21.01 2679 2679 27.44 3057 3057 28.67 3405 3405 29.72 3427 3427 29.78 3872 n/a 3872 31.02 n/a n/a n/a n/a n/a 4303 4303 32.13 5288 5288 36.68 5900 5900 38.04 5990 5990 38.23 6021 6021 38.30 6687 6687 39.66 n/a n/a n/a n/a n/a n/a 7117 7117 40.50 7591 7591 41.38 8080 8080 42.25 8118 10696 42.31 8922 11660 43.67 9777 12680 45.02 n/a n/a n/a 2577 2738 2903 10598 13655 46.24 12410 12410 51.65 13329 13329 52.89 14292 14292 54.14 14841 14841 54.82 17389 17389 60.94 3057 n/a n/a n/a n/a n/a 18933 18933 62.70 20566 20566 64.45 22290 22290 66.21 23369 23369 67.26 n/a n/a n/a n/a 8.76 22.44 8.76 23.08 8.76 28.41 n/a 19.70 n/a 20.68 n/a 21.01 n/a 27.44 n/a 28.67 n/a 29.72 n/a 29.78 n/a 31.02 n/a 32.13 n/a 36.68 n/a 38.04 n/a 38.23 n/a 38.30 n/a 39.66 n/a 40.50 n/a 41.38 n/a 42.25 12.39 54.70 12.39 56.06 12.39 57.41 12.39 58.63 n/a 51.65 n/a 52.89 n/a 54.14 n/a 54.82 n/a 60.94 n/a 62.70 n/a 64.45 n/a 66.21 n/a 67.26 % Capacity Section Elevation (ft) CCIpole - version 3.0 Page 5 Analysis Date: 6/6/2017 100.2% Pass Pole TP50.901x49.527x0.4063 Pole 100.2% Pass Pole TP52.275x50.901x0.4063 Pole 100.1% Pass Pole TP53.1x52.275x0.4063 Pole 100.0% Pass Elevation (ft) 150 - 145 145 - 140 140 - 135 124.33 - 120 120 - 116.92 116.92 - 116.67 116.67 - 111.67 111.67 - 110 110 - 105 105 - 100 100 - 95.75 95.75 - 95.5 95.5 - 90.5 90.5 - 86 86 - 81 81 - 76 76 - 75.3 75.3 - 75.05 75.05 - 70.05 70.05 - 67 67 - 61 61 - 57.79 57.79 - 57.54 57.54 - 52.54 52.54 - 47.54 47.54 - 43 43 - 38 38 - 33 33 - 28 28 - 25.25 25.25 - 18 18 - 13 13 - 8 8 - 3 3 - 0 CCIpole - version 3.0 Page 4 Analysis Date: 6/6/2017 57.535 52.535 52.535 47.535 130 125 125 124.5833 124.5833 124.3333 124.3333 120 120 116.9167 116.9167 116.6667 116.6667 111.6667 111.6667 110 110 105 86 81 90.5 86 81 76 76 75.3 75.05 70.05 75.3 75.05 70.05 67 67 61 57.785 57.535 61 57.785 43 38 47.535 43 38 33 33 28 25.25 18 18 13 13 8 3 0 8 3 28 25.25 CCIpole - version 3.0 Page 3 Analysis Date: 6/6/2017 1.000 0.985 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.977 0.970 0.977 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 A572-65 0.3125 1.000 39.520 5 0 17.000 Tapered Pole Grade A595-55 A595-55 A595-55 A595-55 A595-55 5 0 Section Height (ft) Section Length (ft) Lap Splice Length (ft) Number of Sides Top Diameter (in) Bottom Diameter (in) 150 145 18.250 145 140 135 130 140 135 Increment (ft): 0.1875 0 18.250 19.500 Wall Thickness (in) 0.1875 5 0 19.500 20.750 0.1875 5 5 0.1875 0 23.250 23.354 0.1875 20.750 22.000 22.000 23.250 0.1875 0 A595-55 0.25 0 23.354 23.417 0.3125 A595-55 0.41667 25.271 0.36875 A572-65 4.33333 0 0 23.417 24.500 0.30625 0.25 0 25.271 25.333 A595-55 3.08333 0 24.500 5 0 25.333 26.583 0.25 0.25 A572-65 A572-65 0.25 A572-65 0 27.000 28.258 0.3125 0 0 26.583 27.000 A572-65 1.66667 5 0 28.258 29.517 0.3125 A572-65 5 105 100 100 95.75 4.25 0 29.517 0.3125 A572-65 30.586 0.3125 95.75 95.5 0 30.586 30.649 95.5 90.5 5 0 30.649 31.908 5 0 0.25 4.5 0 0 33.040 34.303 0.3438 0 34.303 35.565 0.3125 A572-65 A572-65 0.3438 A572-65 35.805 0.3438 A572-65 0.7 0 35.565 35.742 0.3438 31.908 33.040 8.05 3.215 0 38.653 39.458 0 39.520 40.772 5 0 35.805 A572-65 5 0.25 0 35.742 37.067 0.3438 5 0 37.067 39.100 A572-65 0.3438 A572-65 57.535 52.535 52.535 47.535 6 0 37.150 38.653 0.3438 A572-65 A572-65 5 4.535 0 0 42.024 0.25 0 39.458 0.3438 A572-65 A572-65 0.4563 A572-65 46.160 A572-65 0.375 A572-65 0.4438 A572-65 5 0 40.772 42.024 0.45005 5 9 6.25 0 46.329 5 0 43.160 44.216 0.375 0 44.216 45.273 5 0 48.153 49.527 0 A572-65 7.25 0 0.4563 43.160 0.375 A572-65 A572-65 0.4063 A572-65 48.153 0.4063 5 48.230 45.273 46.329 0.375 3 0 52.275 A572-65 0.4063 A572-65 50.901 0.4063 53.100 0.4063 A572-65 5 0 50.901 52.275 5 0 49.527 130 125 125 124.583 124.583 124.333 124.333 120 120 116.917 116.917 116.667 116.667 111.667 111.667 110 110 105 86 81 90.5 86 81 76 76 75.3 75.05 70.05 75.3 75.05 70.05 67 67 61 57.785 57.535 61 57.785 43 38 47.535 43 38 33 33 28 25.25 18 18 13 13 8 3 0 8 3 28 25.25 CCIpole - version 3.0 Page 2 Analysis Date: 6/6/2017 Centroid (in) 0.59 0.59 0.59 Gross Area (in 2 ) 2.92 2.92 2.92 B (in) 4.06 4.06 4.06 H (in) 1.57 1.57 1.57 Reinforcement Material A572-65 A572-65 A572-65 18.000 A572-65 A572-65 Pole Material 24.5 86 67 30 10 24 24 0.1875 27 0.25 0.3125 0.3438 37.15 17 24.50 27.00 33.04 43.16 0.3438 Top Diameter (in) Pole Height Above Base (ft) Section Length (ft) Lap Splice Length (ft) 25.25 24 24 25.25 A595-55 A572-65 0 0 0 0 33.04 39.1 0 5 0 6.25 0 0 0 0 0 0 18.000 A572-65 A572-65 A572-65 A572-65 A572-65 n/a n/a n/a 43.16 46.16 n/a n/a n/a 48.23 Bottom Diameter (in) Number Bottom Termination Length (in) Top Termination Length (in) Lu (in) 53.1 14.000 MP3-04 (1.1875") MP3-03 (1.1875") MP3-03 (1.1875") 814337 MP3-03 (1.1875") MP3-03 (1.1875") 3.593 1.1875 Model Number of Sides Net Area (in 2 ) 2.545 14.000 14.000 Bend Radius (in) n/a Bolt Hole Size (in) 1.1875 1.1875 1.1875 0.375 0.4063 Wall Thickness (in) 2.545 14.000 14.000 2.545 14.000 18.000 per TIA-222- CCIpole - version 3.0 Page 1 Analysis Date: 6/6/2017 L20 81 - 76 Pole TP35.57x34.3x0.34 20 -20.90 1850.94 87.4 Pass L21 76 - 75.3 Pole TP35.74x35.57x0.34 21 -21.05 1858.39 87.8 Pass L22 75.3 - 75.05 Pole TP35.8x35.74x0.34 22 -21.12 1861.05 88.0 Pass L23 75.05 - 70.05 Pole TP37.07x35.8x0.34 23 -22.19 1914.23 90.7 Pass L24 70.05 - 62 Pole TP39.1x37.07x0.34 24 -22.87 1946.67 92.3 Pass L25 62 - 61 Pole TP38.65x37.15x0.34 25 -24.98 1981.00 98.5 Pass L26 61 - 57.785 Pole TP39.46x38.65x0.34 26 -25.74 2014.91 99.8 Pass L27 57.785 - 57.535 Pole TP39.52x39.46x0.46 27 -25.83 2830.98 74.1 Pass L28 57.535 - 52.535 Pole TP40.77x39.52x0.46 28 -27.22 2900.98 75.5 Pass L29 52.535 - 47.535 Pole TP42.02x40.77x0.45 29 -28.67 2921.89 78.0 Pass L30 47.535 - 43 Pole TP43.16x42.02x0.44 30 -30.01 2934.78 80.3 Pass L31 43 - 38 Pole TP44.22x43.16x0.38 31 -31.39 2451.33 98.0 Pass L32 38 - 33 Pole TP45.27x44.22x0.38 32 -32.81 2499.86 100.0 Pass L33 33 - 28 Pole TP46.33x45.27x0.38 33 -34.27 2548.39 101.9 Pass L34 28 - 19 Pole TP48.23x46.33x0.38 34 -35.08 2575.08 102.8 Pass L35 19 - 18 Pole TP48.15x46.16x0.41 35 -38.66 2889.86 97.9 Pass L36 18 - 13 Pole TP49.53x48.15x0.41 36 -40.30 2958.27 98.0 Pass L37 13 - 8 Pole TP50.9x49.53x0.41 37 -41.95 3026.68 98.1 Pass L38 8 - 3 Pole TP52.28x50.9x0.41 38 -41.99 3026.68 98.1 Pass L39 3 - 0 Pole TP53.1x52.28x0.41 39 -43.58 3095.09 98.0 Pass Summary Pole (L34) 102.8 Pass RATING = 102.8 Pass  Program Version 7.0.5.1 - 2/1/2016 File:C:/Users/mbrennan/Desktop/Chesterton, IN/TWR/EQV THK 814337.eri L20 81 - 76 (20) 0.011 0.861 0.000 0.035 0.000 0.874 1.000 4.8.2 L21 76 - 75.3 (21) 0.011 0.865 0.000 0.035 0.000 0.878 1.000 4.8.2 L22 75.3 - 75.05 (22) 0.011 0.867 0.000 0.042 0.000 0.880 1.000 4.8.2 L23 75.05 - 70.05 (23) 0.012 0.894 0.000 0.035 0.001 0.907 1.000 4.8.2 L24 70.05 - 62 (24) 0.012 0.910 0.000 0.035 0.001 0.923 1.000 4.8.2 L25 62 - 61 (25) 0.013 0.971 0.000 0.035 0.001 0.985 1.000 4.8.2 L26 61 - 57.785 (26) 0.013 0.984 0.000 0.035 0.001 0.998 1.000 4.8.2 L27 57.785 - 57.535 (27) 0.009 0.731 0.000 0.029 0.000 0.741 1.000 4.8.2 L28 57.535 - 52.535 (28) 0.009 0.745 0.000 0.025 0.000 0.755 1.000 4.8.2 L29 52.535 - 47.535 (29) 0.010 0.770 0.000 0.025 0.000 0.780 1.000 4.8.2 L30 47.535 - 43 (30) 0.010 0.792 0.000 0.026 0.000 0.803 1.000 4.8.2 L31 43 - 38 (31) 0.013 0.967 0.000 0.032 0.001 0.980 1.000 4.8.2 L32 38 - 33 (32) 0.013 0.986 0.000 0.032 0.001 1.000 1.000 4.8.2 L33 33 - 28 (33) 0.013 1.004 0.000 0.032 0.001 1.019 1.000 4.8.2 L34 28 - 19 (34) 0.014 1.014 0.000 0.032 0.001 1.028 1.000 4.8.2 L35 19 - 18 (35) 0.013 0.965 0.000 0.029 0.001 0.979 1.000 4.8.2 L36 18 - 13 (36) 0.014 0.966 0.000 0.029 0.001 0.980 1.000 4.8.2 L37 13 - 8 (37) 0.014 0.966 0.000 0.028 0.001 0.981 1.000 4.8.2 L38 8 - 3 (38) 0.014 0.966 0.000 0.028 0.001 0.981 1.000 4.8.2 L39 3 - 0 (39) 0.014 0.966 0.000 0.028 0.001 0.980 1.000 4.8.2 L37 13 - 8 (37) TP50.9x49.53x0.41 42.93 1511.29 0.028 4 6309 0.001 L38 8 - 3 (38) TP52.28x50.9x0.41 42.97 1518.14 0.028 4 6309 0.001 L39 3 - 0 (39) TP53.1x52.28x0.41 43.14 1552.40 0.028 4 6629 0.001 Pole Interaction Design Data Section No. Elevation ft Ratio Pu Pn Ratio Mux Mnx Ratio Muy Mny Ratio Vu Vn Ratio Tu Tn Comb. Stress Ratio Allow. Stress Ratio Criteria L1 150 - 145 (1) 0.004 0.138 0.000 0.028 0.001 0.143 1.000 4.8.2 L2 145 - 140 (2) 0.006 0.267 0.000 0.031 0.000 0.273 1.000 4.8.2 L3 140 - 135 (3) 0.013 0.364 0.000 0.051 0.002 0.380 1.000 4.8.2 L4 135 - 130 (4) 0.013 0.533 0.000 0.051 0.001 0.549 1.000 4.8.2 L5 130 - 125 (5) 0.013 0.675 0.000 0.052 0.001 0.691 1.000 4.8.2 L6 125 - 124.583 (6) 0.018 0.704 0.000 0.076 0.000 0.728 1.000 4.8.2 L7 124.583 - 124.333 (7) 0.010 0.415 0.000 0.057 0.000 0.428 1.000 4.8.2 L8 124.333 - 120 (8) 0.010 0.517 0.000 0.039 0.000 0.528 1.000 4.8.2 L9 120 - 116.917 (9) 0.007 0.407 0.000 0.027 0.000 0.415 1.000 4.8.2 L10 116.917 - 116.667 (10) 0.012 0.622 0.000 0.062 0.000 0.638 1.000 4.8.2 L11 116.667 - 111.667 (11) 0.015 0.709 0.000 0.052 0.000 0.726 1.000 4.8.2 L12 111.667 - 110 (12) 0.015 0.745 0.000 0.051 0.000 0.762 1.000 4.8.2 L13 110 - 105 (13) 0.011 0.667 0.000 0.040 0.000 0.680 1.000 4.8.2 Vu K Vn K Ratio Vu Vn Actual Tu kip-ft Tn kip-ft Ratio Tu Tn L1 150 - 145 (1) TP18.25x17x0.19 6.43 229.62 0.028 0 342 0.001 L2 145 - 140 (2) TP19.5x18.25x0.19 7.52 241.81 0.031 0 385 0.000 L3 140 - 135 (3) TP20.75x19.5x0.19 12.85 253.99 0.051 1 431 0.002 L4 135 - 130 (4) TP22x20.75x0.19 13.68 266.16 0.051 0 480 0.001 L5 130 - 125 (5) TP23.25x22x0.19 14.43 278.34 0.052 0 531 0.001 L6 125 - 124.583 (6) TP23.35x23.25x0.19 21.33 279.35 0.076 0 535 0.000 L7 124.583 - 124.333 (7) TP23.42x23.35x0.31 29.77 523.98 0.057 0 996 0.000 L8 124.333 - 120 (8) TP24.5x23.42x0.31 20.42 527.98 0.039 0 1051 0.000 L9 120 - 116.917 (9) TP25.27x24.5x0.37 21.16 770.74 0.027 0 1576 0.000 L10 116.917 - 116.667 (10) TP25.33x25.27x0.25 29.77 480.31 0.062 0 994 0.000 L11 116.667 - 111.667 (11) TP26.58x25.33x0.25 25.91 499.50 0.052 0 1086 0.000 L12 111.667 - 110 (12) TP27x26.58x0.25 25.82 505.90 0.051 0 1117 0.000 L13 110 - 105 (13) TP28.26x27x0.31 27.08 685.06 0.040 0 1578 0.000 L14 105 - 100 (14) TP29.52x28.26x0.31 27.87 709.22 0.039 1 1708 0.000 L15 100 - 95.75 (15) TP30.59x29.52x0.31 28.48 729.75 0.039 1 1822 0.000 L16 95.75 - 95.5 (16) TP30.65x30.59x0.31 38.11 730.96 0.052 1 1829 0.000 L17 95.5 - 90.5 (17) TP31.91x30.65x0.31 29.44 755.11 0.039 1 1969 0.000 L18 90.5 - 86 (18) TP33.04x31.91x0.31 30.09 776.84 0.039 1 2099 0.000 L19 86 - 81 (19) TP34.3x33.04x0.34 31.12 897.04 0.035 1 2513 0.000 L20 81 - 76 (20) TP35.57x34.3x0.34 31.99 923.70 0.035 1 2685 0.000 L21 76 - 75.3 (21) TP35.74x35.57x0.34 32.58 927.43 0.035 1 2710 0.000 L22 75.3 - 75.05 (22) TP35.8x35.74x0.34 38.81 928.76 0.042 1 2718 0.000 L23 75.05 - 70.05 (23) TP37.07x35.8x0.34 33.05 955.41 0.035 1 2897 0.001 L24 70.05 - 62 (24) TP39.1x37.07x0.34 33.56 971.66 0.035 2 3009 0.001 kip-ft Ratio Muy Mny L1 150 - 145 (1) TP18.25x17x0.19 30 218 0.138 0 218 0.000 L2 145 - 140 (2) TP19.5x18.25x0.19 66 248 0.267 0 248 0.000 L3 140 - 135 (3) TP20.75x19.5x0.19 102 280 0.364 0 280 0.000 L4 135 - 130 (4) TP22x20.75x0.19 167 313 0.533 0 313 0.000 L5 130 - 125 (5) TP23.25x22x0.19 235 349 0.675 0 349 0.000 L6 125 - 124.583 (6) TP23.35x23.25x0.19 248 352 0.704 0 352 0.000 L7 124.583 - 124.333 (7) TP23.42x23.35x0.31 253 611 0.415 0 611 0.000 L8 124.333 - 120 (8) TP24.5x23.42x0.31 337 652 0.517 0 652 0.000 L9 120 - 116.917 (9) TP25.27x24.5x0.37 399 979 0.407 0 979 0.000 L10 116.917 - 116.667 (10) TP25.33x25.27x0.25 405 651 0.622 0 651 0.000 L11 116.667 - 111.667 (11) TP26.58x25.33x0.25 506 715 0.709 0 715 0.000 L12 111.667 - 110 (12) TP27x26.58x0.25 549 737 0.745 0 737 0.000 L13 110 - 105 (13) TP28.26x27x0.31 679 1019 0.667 0 1019 0.000 L14 105 - 100 (14) TP29.52x28.26x0.31 813 1109 0.733 0 1109 0.000 L15 100 - 95.75 (15) TP30.59x29.52x0.31 930 1188 0.783 0 1188 0.000 L16 95.75 - 95.5 (16) TP30.65x30.59x0.31 938 1193 0.787 0 1193 0.000 L17 95.5 - 90.5 (17) TP31.91x30.65x0.31 1079 1290 0.837 0 1290 0.000 L18 90.5 - 86 (18) TP33.04x31.91x0.31 1211 1380 0.877 0 1380 0.000 L19 86 - 81 (19) TP34.3x33.04x0.34 1362 1642 0.829 0 1642 0.000 L20 81 - 76 (20) TP35.57x34.3x0.34 1517 1762 0.861 0 1762 0.000 L21 76 - 75.3 (21) TP35.74x35.57x0.34 1539 1779 0.865 0 1779 0.000 L22 75.3 - 75.05 (22) TP35.8x35.74x0.34 1548 1785 0.867 0 1785 0.000 L23 75.05 - 70.05 (23) TP37.07x35.8x0.34 1708 1910 0.894 0 1910 0.000 L24 70.05 - 62 (24) TP39.1x37.07x0.34 1808 1988 0.910 0 1988 0.000 L25 62 - 61 (25) TP38.65x37.15x0.34 2011 2072 0.971 0 2072 0.000 L26 61 - 57.785 (26) TP39.46x38.65x0.34 2123 2157 0.984 0 2157 0.000 L27 57.785 - 57.535 (27) TP39.52x39.46x0.46 2132 2917 0.731 0 2917 0.000 L12 111.667 - 110 (12) TP27x26.58x0.25 1.67 0.00 0.0 21.01 -14.79 1013.59 0.015 L13 110 - 105 (13) TP28.26x27x0.31 5.00 0.00 0.0 27.44 -15.57 1373.47 0.011 L14 105 - 100 (14) TP29.52x28.26x0.31 5.00 0.00 0.0 28.67 -16.38 1421.65 0.012 L15 100 - 95.75 (15) TP30.59x29.52x0.31 4.25 0.00 0.0 29.72 -17.10 1462.61 0.012 L16 95.75 - 95.5 (16) TP30.65x30.59x0.31 0.25 0.00 0.0 29.78 -17.16 1465.01 0.012 L17 95.5 - 90.5 (17) TP31.91x30.65x0.31 5.00 0.00 0.0 31.02 -18.03 1513.19 0.012 L18 90.5 - 86 (18) TP33.04x31.91x0.31 4.50 0.00 0.0 32.13 -18.85 1556.56 0.012 L19 86 - 81 (19) TP34.3x33.04x0.34 5.00 0.00 0.0 36.68 -19.86 1797.76 0.011 L20 81 - 76 (20) TP35.57x34.3x0.34 5.00 0.00 0.0 38.04 -20.90 1850.94 0.011 L21 76 - 75.3 (21) TP35.74x35.57x0.34 0.70 0.00 0.0 38.23 -21.05 1858.39 0.011 L22 75.3 - 75.05 (22) TP35.8x35.74x0.34 0.25 0.00 0.0 38.30 -21.12 1861.05 0.011 L23 75.05 - 70.05 (23) TP37.07x35.8x0.34 5.00 0.00 0.0 39.66 -22.19 1914.23 0.012 L24 70.05 - 62 (24) TP39.1x37.07x0.34 8.05 0.00 0.0 40.50 -22.87 1946.67 0.012 L25 62 - 61 (25) TP38.65x37.15x0.34 6.00 0.00 0.0 41.38 -24.98 1981.00 0.013 L26 61 - 57.785 (26) TP39.46x38.65x0.34 3.22 0.00 0.0 42.25 -25.74 2014.91 0.013 L27 57.785 - 57.535 (27) TP39.52x39.46x0.46 0.25 0.00 0.0 56.00 -25.83 2830.98 0.009 L28 57.535 - 52.535 (28) TP40.77x39.52x0.46 5.00 0.00 0.0 57.79 -27.22 2900.98 0.009 L29 52.535 - 47.535 (29) TP42.02x40.77x0.45 5.00 0.00 0.0 58.78 -28.67 2921.89 0.010 L30 47.535 - 43 (30) TP43.16x42.02x0.44 4.53 0.00 0.0 59.56 -30.01 2934.78 0.010 L31 43 - 38 (31) TP44.22x43.16x0.38 5.00 0.00 0.0 51.65 -31.39 2451.33 0.013 L32 38 - 33 (32) TP45.27x44.22x0.38 5.00 0.00 0.0 52.89 -32.81 2499.86 0.013 0.00 -6.00 0.000 112.00 No Ice 1/2'' Ice 1'' Ice 3.20 3.42 3.65 1.03 1.17 1.32 0.02 0.04 0.06 RV4PX310R-V2 w/ Mount Pipe A From Leg 1.00 0.00 0.00 0.000 112.00 No Ice 1/2'' Ice 1'' Ice 13.69 14.43 15.16 11.14 12.71 14.31 0.12 0.22 0.33 RV4PX310R-V2 w/ Mount Pipe B From Leg 1.00 0.00 0.00 0.000 112.00 No Ice 1/2'' Ice 1'' Ice 13.69 14.43 15.16 11.14 12.71 14.31 0.12 0.22 0.33 RV4PX310R-V2 w/ Mount Pipe C From Leg 1.00 0.00 0.00 0.000 112.00 No Ice 1/2'' Ice 1'' Ice 13.69 14.43 15.16 11.14 12.71 14.31 0.12 0.22 0.33 TME-FRIG B From Leg 1.00 0.00 -6.00 0.000 112.00 No Ice 1/2'' Ice 1'' Ice 2.40 2.60 2.80 0.97 1.11 1.25 0.06 0.07 0.09 TME-FRIG C From Leg 1.00 0.00 -6.00 0.000 112.00 No Ice 1/2'' Ice 1'' Ice 2.40 2.60 2.80 0.97 1.11 1.25 0.06 0.07 0.09 (2) ECC1920-VPUB A From Leg 1.00 0.00 0.00 0.000 112.00 No Ice 1/2'' Ice 1'' Ice 0.46 0.55 0.64 0.17 0.23 0.29 0.01 0.01 0.02 (2) ECC1920-VPUB B From Leg 1.00 0.00 0.00 0.000 112.00 No Ice 1/2'' Ice 1'' Ice 0.46 0.55 0.64 0.17 0.23 0.29 0.01 0.01 0.02 (2) ECC1920-VPUB C From Leg 1.00 0.00 -6.00 0.000 112.00 No Ice 1/2'' Ice 1'' Ice 0.46 0.55 0.64 0.17 0.23 0.29 0.01 0.01 0.02 FHFB A From Leg 1.00 0.00 -6.00 0.000 112.00 No Ice 1/2'' Ice 1'' Ice 3.63 3.89 4.15 2.39 2.62 2.85 0.05 0.08 0.11 FHFB B From Leg 1.00 0.00 -6.00 0.000 112.00 No Ice 1/2'' Ice 1'' Ice 3.63 3.89 4.15 2.39 2.62 2.85 0.05 0.08 0.11 FHFB C From Leg 1.00 0.00 0.00 0.000 112.00 No Ice 1/2'' Ice 1'' Ice 3.63 3.89 4.15 2.39 2.62 2.85 0.05 0.08 0.11 FXFC A From Leg 1.00 0.00 -6.00 0.000 112.00 No Ice 1/2'' Ice 1'' Ice 2.43 2.63 2.83 0.74 0.86 0.99 0.06 0.07 0.09 (3) 2.4'' x 8' Pipe Mount A From Leg 0.50 0.00 0.00 0.000 112.00 No Ice 1/2'' Ice 1'' Ice 1.92 2.75 3.41 1.92 2.75 3.41 0.06 0.07 0.09 (3) 2.4'' x 8' Pipe Mount B From Leg 0.50 0.00 0.00 0.000 112.00 No Ice 1/2'' Ice 1'' Ice 1.92 2.75 3.41 1.92 2.75 3.41 0.06 0.07 0.09 (3) 2.4'' x 8' Pipe Mount C From Leg 0.50 0.00 0.00 0.000 112.00 No Ice 1/2'' Ice 1'' Ice 1.92 2.75 3.41 1.92 2.75 3.41 0.06 0.07 0.09 Platform Mount [LP 716-1] C None 0.000 112.00 No Ice 1/2'' Ice 1'' Ice 26.80 32.20 37.60 26.80 32.20 37.60 1.51 1.81 2.11 *** 22.08 11.84 16.96 22.08 0.28 0.30 0.32 ET-X-TS-70-16-62-18-iR-RD w/ Mount Pipe A From Leg 4.00 0.00 2.00 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 8.50 9.07 9.61 6.49 7.69 8.62 0.07 0.13 0.21 ET-X-TS-70-16-62-18-iR-RD w/ Mount Pipe B From Leg 4.00 0.00 2.00 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 8.50 9.07 9.61 6.49 7.69 8.62 0.07 0.13 0.21 ET-X-TS-70-16-62-18-iR-RD w/ Mount Pipe C From Leg 4.00 0.00 2.00 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 8.50 9.07 9.61 6.49 7.69 8.62 0.07 0.13 0.21 ET-X-WM-18-65-8P w/ Mount Pipe A From Leg 4.00 0.00 2.00 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 6.92 7.40 7.87 4.43 5.32 6.08 0.06 0.11 0.17 ET-X-WM-18-65-8P w/ Mount Pipe B From Leg 4.00 0.00 2.00 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 6.92 7.40 7.87 4.43 5.32 6.08 0.06 0.11 0.17 ET-X-WM-18-65-8P w/ Mount Pipe C From Leg 4.00 0.00 2.00 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 6.92 7.40 7.87 4.43 5.32 6.08 0.06 0.11 0.17 RRH-C2A w/EXT FILTER A From Leg 4.00 0.00 2.00 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 3.11 3.33 3.56 1.38 1.55 1.72 0.06 0.08 0.10 RRH-C2A w/EXT FILTER B From Leg 4.00 0.00 2.00 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 3.11 3.33 3.56 1.38 1.55 1.72 0.06 0.08 0.10 RRH-C2A w/EXT FILTER C From Leg 4.00 0.00 2.00 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 3.11 3.33 3.56 1.38 1.55 1.72 0.06 0.08 0.10 RRH-P4 A From Leg 4.00 0.00 2.00 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 2.74 2.95 3.17 1.79 1.97 2.16 0.06 0.08 0.11 RRH-P4 B From Leg 4.00 0.00 2.00 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 2.74 2.95 3.17 1.79 1.97 2.16 0.06 0.08 0.11 RRH-P4 C From Leg 4.00 0.00 2.00 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 2.74 2.95 3.17 1.79 1.97 2.16 0.06 0.08 0.11 2.5GHz 8T8R RRH A From Leg 4.00 0.00 2.00 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 2.66 2.87 3.08 1.43 1.59 1.76 0.06 0.08 0.11 2.5GHz 8T8R RRH B From Leg 4.00 0.00 2.00 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 2.66 2.87 3.08 1.43 1.59 1.76 0.06 0.08 0.11 2.5GHz 8T8R RRH C From Leg 4.00 0.00 2.00 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 2.66 2.87 3.08 1.43 1.59 1.76 0.06 0.08 0.11 (2) 2.4'' x 8' Pipe Mount A From Leg 4.00 0.00 0.00 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 1.92 2.75 3.41 1.92 2.75 3.41 0.06 0.07 0.09 (2) 2.4'' x 8' Pipe Mount B From Leg 4.00 0.00 0.00 0.000 125.00 No Ice 1/2'' Ice 1'' Ice 1.92 2.75 3.41 1.92 2.75 3.41 0.06 0.07 0.09 2.95 3.18 1.67 1.86 2.05 0.05 0.07 0.10 RRUS-11 A From Leg 4.00 0.00 -3.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 2.52 2.72 2.92 1.07 1.21 1.36 0.06 0.07 0.10 RRUS-11 B From Leg 4.00 0.00 -3.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 2.52 2.72 2.92 1.07 1.21 1.36 0.06 0.07 0.10 RRUS-11 C From Leg 4.00 0.00 -3.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 2.52 2.72 2.92 1.07 1.21 1.36 0.06 0.07 0.10 RRUS 32 B66 A From Leg 4.00 0.00 -3.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 2.74 2.96 3.19 1.67 1.86 2.05 0.05 0.07 0.10 RRUS 32 B66 B From Leg 4.00 0.00 -3.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 2.74 2.96 3.19 1.67 1.86 2.05 0.05 0.07 0.10 RRUS 32 B66 C From Leg 4.00 0.00 -3.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 2.74 2.96 3.19 1.67 1.86 2.05 0.05 0.07 0.10 RRUS 32 A From Leg 4.00 0.00 -3.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 2.86 3.08 3.32 1.78 1.97 2.17 0.06 0.08 0.10 RRUS 32 B From Leg 4.00 0.00 -3.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 2.86 3.08 3.32 1.78 1.97 2.17 0.06 0.08 0.10 RRUS 32 C From Leg 4.00 0.00 -3.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 2.86 3.08 3.32 1.78 1.97 2.17 0.06 0.08 0.10 (2) DBC0051F3V51-2 A From Leg 4.00 0.00 -3.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 0.41 0.50 0.59 0.29 0.37 0.45 0.01 0.02 0.02 (2) DBC0051F3V51-2 B From Leg 4.00 0.00 -3.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 0.41 0.50 0.59 0.29 0.37 0.45 0.01 0.02 0.02 (2) DBC0051F3V51-2 C From Leg 4.00 0.00 -3.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 0.41 0.50 0.59 0.29 0.37 0.45 0.01 0.02 0.02 DC6-48-60-18-8C C From Leg 4.00 0.00 -3.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 2.74 2.96 3.20 2.74 2.96 3.20 0.03 0.05 0.08 DC6-48-60-18-8F (31.25''x11'' Round) A From Leg 4.00 0.00 -3.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 1.21 1.89 2.11 1.21 1.89 2.11 0.03 0.05 0.08 (3) 6'x2.4'' Pipe Mount A From Leg 4.00 0.00 0.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 1.44 1.93 2.30 1.44 1.93 2.30 0.03 0.04 0.06 (3) 6'x2.4'' Pipe Mount B From Leg 4.00 0.00 0.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 1.44 1.93 2.30 1.44 1.93 2.30 0.03 0.04 0.06 (3) 6'x2.4'' Pipe Mount C From Leg 4.00 0.00 0.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 1.44 1.93 2.30 1.44 1.93 2.30 0.03 0.04 0.06 *** 1.00 0.000 149.00 No Ice 1/2'' Ice 1'' Ice 0.44 0.53 0.62 0.13 0.18 0.24 0.00 0.01 0.01 (2) 641280-DF B From Leg 4.00 0.00 1.00 0.000 149.00 No Ice 1/2'' Ice 1'' Ice 0.44 0.53 0.62 0.13 0.18 0.24 0.00 0.01 0.01 (2) 641280-DF C From Leg 4.00 0.00 1.00 0.000 149.00 No Ice 1/2'' Ice 1'' Ice 0.44 0.53 0.62 0.13 0.18 0.24 0.00 0.01 0.01 *** Side Arm Mount [SO 104-3] C None 0.000 144.00 No Ice 1/2'' Ice 1'' Ice 3.30 4.13 4.96 3.30 4.13 4.96 0.29 0.32 0.35 TME-RRUS 12 W/SOLAR SHIELD A From Leg 1.00 0.00 4.00 0.000 144.00 No Ice 1/2'' Ice 1'' Ice 3.14 3.36 3.59 1.26 1.41 1.57 0.06 0.08 0.11 TME-RCMDC-3315-PF-48 B From Leg 1.00 0.00 4.00 0.000 144.00 No Ice 1/2'' Ice 1'' Ice 3.71 3.95 4.20 2.19 2.39 2.61 0.03 0.06 0.10 TME-RRUS 12 W/SOLAR SHIELD B From Leg 1.00 0.00 4.00 0.000 144.00 No Ice 1/2'' Ice 1'' Ice 3.14 3.36 3.59 1.26 1.41 1.57 0.06 0.08 0.11 TME-RRUS 12 W/SOLAR SHIELD C From Leg 1.00 0.00 4.00 0.000 144.00 No Ice 1/2'' Ice 1'' Ice 3.14 3.36 3.59 1.26 1.41 1.57 0.06 0.08 0.11 6'x2.4'' Pipe Mount A From Leg 0.50 0.00 0.00 0.000 144.00 No Ice 1/2'' Ice 1'' Ice 1.44 1.93 2.30 1.44 1.93 2.30 0.03 0.04 0.06 (2) 6'x2.4'' Pipe Mount B From Leg 0.50 0.00 0.00 0.000 144.00 No Ice 1/2'' Ice 1'' Ice 1.44 1.93 2.30 1.44 1.93 2.30 0.03 0.04 0.06 6'x2.4'' Pipe Mount C From Leg 0.50 0.00 0.00 0.000 144.00 No Ice 1/2'' Ice 1'' Ice 1.44 1.93 2.30 1.44 1.93 2.30 0.03 0.04 0.06 *** Platform Mount [LP 404-1] C None 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 32.79 44.63 56.47 32.79 44.63 56.47 2.04 2.48 2.91 Miscellaneous [NA 509-3] C None 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 11.84 16.96 22.08 11.84 16.96 22.08 0.28 0.30 0.32 SBJAH4-1D65B-DL w/ Mount Pipe A From Leg 4.00 0.00 -3.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 9.45 10.02 10.56 7.73 8.92 9.82 0.08 0.16 0.25 SBJAH4-1D65B-DL w/ Mount Pipe B From Leg 4.00 0.00 -3.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 9.45 10.02 10.56 7.73 8.92 9.82 0.08 0.16 0.25 SBJAH4-1D65B-DL w/ Mount Pipe C From Leg 4.00 0.00 -3.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 9.45 10.02 10.56 7.73 8.92 9.82 0.08 0.16 0.25 RRUS 32 B2 A From Leg 4.00 0.00 -3.00 0.000 136.00 No Ice 1/2'' Ice 1'' Ice 2.73 2.95 3.18 1.67 1.86 2.05 0.05 0.07 0.10 RRUS 32 B2 B From Leg 4.00 0.000 136.00 No Ice 2.73 1.67 0.05 1/2'' Ice 1'' Ice 2.86 4.08 5.33 2.86 4.08 5.33 0.04 0.06 0.09 Lightning Rod C From Leg 4.00 0.00 13.00 0.000 150.00 No Ice 1/2'' Ice 1'' Ice 0.25 0.66 0.97 0.25 0.66 0.97 0.03 0.03 0.04 *** Platform Mount [LP 601-1] C None 0.000 149.00 No Ice 1/2'' Ice 1'' Ice 28.47 33.59 38.71 28.47 33.59 38.71 1.12 1.51 1.91 (2) LPD-7905/8 w/ Mount Pipe A From Leg 4.00 0.00 1.00 0.000 149.00 No Ice 1/2'' Ice 1'' Ice 6.21 6.88 7.57 11.53 13.04 14.56 0.08 0.15 0.24 (2) LPD-7905/8 w/ Mount Pipe B From Leg 4.00 0.00 1.00 0.000 149.00 No Ice 1/2'' Ice 1'' Ice 6.21 6.88 7.57 11.53 13.04 14.56 0.08 0.15 0.24 (2) LPD-7905/8 w/ Mount Pipe C From Leg 4.00 0.00 1.00 0.000 149.00 No Ice 1/2'' Ice 1'' Ice 6.21 6.88 7.57 11.53 13.04 14.56 0.08 0.15 0.24 DB932DG90E-M w/ Mount Pipe A From Leg 4.00 0.00 1.00 0.000 149.00 No Ice 1/2'' Ice 1'' Ice 3.77 4.17 4.56 3.33 4.01 4.66 0.03 0.06 0.10 DB932DG90E-M w/ Mount Pipe B From Leg 4.00 0.00 1.00 0.000 149.00 No Ice 1/2'' Ice 1'' Ice 3.77 4.17 4.56 3.33 4.01 4.66 0.03 0.06 0.10 DB932DG90E-M w/ Mount Pipe C From Leg 4.00 0.00 1.00 0.000 149.00 No Ice 1/2'' Ice 1'' Ice 3.77 4.17 4.56 3.33 4.01 4.66 0.03 0.06 0.10 800 10766 w/ Mount Pipe A From Leg 4.00 0.00 1.00 0.000 149.00 No Ice 1/2'' Ice 1'' Ice 11.55 12.27 13.00 8.94 10.45 11.99 0.09 0.18 0.27 800 10766 w/ Mount Pipe B From Leg 4.00 0.00 1.00 0.000 149.00 No Ice 1/2'' Ice 1'' Ice 11.55 12.27 13.00 8.94 10.45 11.99 0.09 0.18 0.27 800 10766 w/ Mount Pipe C From Leg 4.00 0.00 1.00 0.000 149.00 No Ice 1/2'' Ice 1'' Ice 11.55 12.27 13.00 8.94 10.45 11.99 0.09 0.18 0.27 E15R05P19 A From Leg 4.00 0.00 1.00 0.000 149.00 No Ice 1/2'' Ice 1'' Ice 0.94 1.06 1.19 0.61 0.71 0.82 0.02 0.03 0.04 E15R05P19 B From Leg 4.00 0.00 1.00 0.000 149.00 No Ice 1/2'' Ice 1'' Ice 0.94 1.06 1.19 0.61 0.71 0.82 0.02 0.03 0.04 L36 29 Aero MP3-03 13.00 - 18.00 1.0000 1.0000 L36 30 Aero MP3-03 13.00 - 18.00 1.0000 1.0000 L36 31 Aero MP3-03 13.00 - 18.00 1.0000 1.0000 L37 2 Safety Line 3/8 8.00 - 13.00 1.0000 1.0000 L37 12 LDF7-50A(1-5/8") 8.00 - 13.00 1.0000 1.0000 L37 13 LDF7-50A(1-5/8") 8.00 - 13.00 1.0000 1.0000 L37 14 WR-VG86ST-BRDA( 7/8) 8.00 - 13.00 1.0000 1.0000 L37 15 WR-VG86ST-BRD ( 3/4") 8.00 - 13.00 1.0000 1.0000 L37 16 RFFT-36SM-001-xxM( 3/8") 8.00 - 13.00 1.0000 1.0000 L37 18 4 AWG(2") 8.00 - 13.00 1.0000 1.0000 L37 19 TYPE 1A( 1") 8.00 - 13.00 1.0000 1.0000 L37 24 Pipe Mount for Waveguide 10.00 - 13.00 1.0000 1.0000 L37 25 Waveguide 10.00 - 13.00 1.0000 1.0000 L37 29 Aero MP3-03 8.00 - 13.00 1.0000 1.0000 L37 30 Aero MP3-03 8.00 - 13.00 1.0000 1.0000 L37 31 Aero MP3-03 8.00 - 13.00 1.0000 1.0000 L38 2 Safety Line 3/8 3.00 - 8.00 1.0000 1.0000 L38 12 LDF7-50A(1-5/8") 6.00 - 8.00 1.0000 1.0000 L38 13 LDF7-50A(1-5/8") 6.00 - 8.00 1.0000 1.0000 L38 14 WR-VG86ST-BRDA( 7/8) 6.00 - 8.00 1.0000 1.0000 L38 15 WR-VG86ST-BRD ( 3/4") 6.00 - 8.00 1.0000 1.0000 L38 16 RFFT-36SM-001-xxM( 3/8") 6.00 - 8.00 1.0000 1.0000 L38 18 4 AWG(2") 6.00 - 8.00 1.0000 1.0000 L38 19 TYPE 1A( 1") 6.00 - 8.00 1.0000 1.0000 L38 29 Aero MP3-03 3.00 - 8.00 1.0000 1.0000 L38 30 Aero MP3-03 3.00 - 8.00 1.0000 1.0000 L38 31 Aero MP3-03 3.00 - 8.00 1.0000 1.0000 L39 2 Safety Line 3/8 0.00 - 3.00 1.0000 1.0000 L39 29 Aero MP3-03 0.50 - 3.00 1.0000 1.0000 L39 30 Aero MP3-03 0.50 - 3.00 1.0000 1.0000 L31 14 WR-VG86ST-BRDA( 7/8) 38.00 - 43.00 1.0000 1.0000 L31 15 WR-VG86ST-BRD ( 3/4") 38.00 - 43.00 1.0000 1.0000 L31 16 RFFT-36SM-001-xxM( 3/8") 38.00 - 43.00 1.0000 1.0000 L31 18 4 AWG(2") 38.00 - 43.00 1.0000 1.0000 L31 19 TYPE 1A( 1") 38.00 - 43.00 1.0000 1.0000 L31 24 Pipe Mount for Waveguide 38.00 - 43.00 1.0000 1.0000 L31 25 Waveguide 38.00 - 43.00 1.0000 1.0000 L31 41 Aero MP3-03 38.00 - 43.00 1.0000 1.0000 L31 42 Aero MP3-03 38.00 - 43.00 1.0000 1.0000 L31 43 Aero MP3-03 38.00 - 43.00 1.0000 1.0000 L32 2 Safety Line 3/8 33.00 - 38.00 1.0000 1.0000 L32 12 LDF7-50A(1-5/8") 33.00 - 38.00 1.0000 1.0000 L32 13 LDF7-50A(1-5/8") 33.00 - 38.00 1.0000 1.0000 L32 14 WR-VG86ST-BRDA( 7/8) 33.00 - 38.00 1.0000 1.0000 L32 15 WR-VG86ST-BRD ( 3/4") 33.00 - 38.00 1.0000 1.0000 L32 16 RFFT-36SM-001-xxM( 3/8") 33.00 - 38.00 1.0000 1.0000 L32 18 4 AWG(2") 33.00 - 38.00 1.0000 1.0000 L32 19 TYPE 1A( 1") 33.00 - 38.00 1.0000 1.0000 L32 24 Pipe Mount for Waveguide 33.00 - 38.00 1.0000 1.0000 L32 25 Waveguide 33.00 - 38.00 1.0000 1.0000 L32 41 Aero MP3-03 33.00 - 38.00 1.0000 1.0000 L32 42 Aero MP3-03 33.00 - 38.00 1.0000 1.0000 L32 43 Aero MP3-03 33.00 - 38.00 1.0000 1.0000 L33 2 Safety Line 3/8 28.00 - 33.00 1.0000 1.0000 L33 12 LDF7-50A(1-5/8") 28.00 - 33.00 1.0000 1.0000 L33 13 LDF7-50A(1-5/8") 28.00 - 33.00 1.0000 1.0000 L33 14 WR-VG86ST-BRDA( 7/8) 28.00 - 33.00 1.0000 1.0000 L33 15 WR-VG86ST-BRD ( 3/4") 28.00 - 33.00 1.0000 1.0000 L33 16 RFFT-36SM-001-xxM( 3/8") 28.00 - 33.00 1.0000 1.0000 L33 18 4 AWG(2") 28.00 - 33.00 1.0000 1.0000 L26 47 Aero MP3-03 57.78 - 61.00 1.0000 1.0000 L27 2 Safety Line 3/8 57.53 - 57.78 1.0000 1.0000 L27 12 LDF7-50A(1-5/8") 57.53 - 57.78 1.0000 1.0000 L27 13 LDF7-50A(1-5/8") 57.53 - 57.78 1.0000 1.0000 L27 14 WR-VG86ST-BRDA( 7/8) 57.53 - 57.78 1.0000 1.0000 L27 15 WR-VG86ST-BRD ( 3/4") 57.53 - 57.78 1.0000 1.0000 L27 16 RFFT-36SM-001-xxM( 3/8") 57.53 - 57.78 1.0000 1.0000 L27 18 4 AWG(2") 57.53 - 57.78 1.0000 1.0000 L27 19 TYPE 1A( 1") 57.53 - 57.78 1.0000 1.0000 L27 24 Pipe Mount for Waveguide 57.53 - 57.78 1.0000 1.0000 L27 25 Waveguide 57.53 - 57.78 1.0000 1.0000 L27 41 Aero MP3-03 57.53 - 57.78 1.0000 1.0000 L27 42 Aero MP3-03 57.53 - 57.78 1.0000 1.0000 L27 43 Aero MP3-03 57.53 - 57.78 1.0000 1.0000 L27 45 Aero MP3-03 57.53 - 57.78 1.0000 1.0000 L27 46 Aero MP3-03 57.53 - 57.78 1.0000 1.0000 L27 47 Aero MP3-03 57.53 - 57.78 1.0000 1.0000 L28 2 Safety Line 3/8 52.53 - 57.53 1.0000 1.0000 L28 12 LDF7-50A(1-5/8") 52.53 - 57.53 1.0000 1.0000 L28 13 LDF7-50A(1-5/8") 52.53 - 57.53 1.0000 1.0000 L28 14 WR-VG86ST-BRDA( 7/8) 52.53 - 57.53 1.0000 1.0000 L28 15 WR-VG86ST-BRD ( 3/4") 52.53 - 57.53 1.0000 1.0000 L28 16 RFFT-36SM-001-xxM( 3/8") 52.53 - 57.53 1.0000 1.0000 L28 18 4 AWG(2") 52.53 - 57.53 1.0000 1.0000 L28 19 TYPE 1A( 1") 52.53 - 57.53 1.0000 1.0000 L28 24 Pipe Mount for Waveguide 52.53 - 57.53 1.0000 1.0000 L28 25 Waveguide 52.53 - 57.53 1.0000 1.0000 L28 41 Aero MP3-03 52.53 - 57.53 1.0000 1.0000 L28 42 Aero MP3-03 52.53 - 57.53 1.0000 1.0000 L28 43 Aero MP3-03 52.53 - 57.53 1.0000 1.0000 L21 46 Aero MP3-03 75.30 - 76.00 1.0000 1.0000 L21 47 Aero MP3-03 75.30 - 76.00 1.0000 1.0000 L22 2 Safety Line 3/8 75.05 - 75.30 1.0000 1.0000 L22 12 LDF7-50A(1-5/8") 75.05 - 75.30 1.0000 1.0000 L22 13 LDF7-50A(1-5/8") 75.05 - 75.30 1.0000 1.0000 L22 14 WR-VG86ST-BRDA( 7/8) 75.05 - 75.30 1.0000 1.0000 L22 15 WR-VG86ST-BRD ( 3/4") 75.05 - 75.30 1.0000 1.0000 L22 16 RFFT-36SM-001-xxM( 3/8") 75.05 - 75.30 1.0000 1.0000 L22 18 4 AWG(2") 75.05 - 75.30 1.0000 1.0000 L22 19 TYPE 1A( 1") 75.05 - 75.30 1.0000 1.0000 L22 24 Pipe Mount for Waveguide 75.05 - 75.30 1.0000 1.0000 L22 25 Waveguide 75.05 - 75.30 1.0000 1.0000 L22 37 Aero MP3-03 75.05 - 75.30 1.0000 1.0000 L22 38 Aero MP3-03 75.05 - 75.30 1.0000 1.0000 L22 39 Aero MP3-03 75.05 - 75.30 1.0000 1.0000 L22 45 Aero MP3-03 75.05 - 75.30 1.0000 1.0000 L22 46 Aero MP3-03 75.05 - 75.30 1.0000 1.0000 L22 47 Aero MP3-03 75.05 - 75.30 1.0000 1.0000 L23 2 Safety Line 3/8 70.05 - 75.05 1.0000 1.0000 L23 12 LDF7-50A(1-5/8") 70.05 - 75.05 1.0000 1.0000 L23 13 LDF7-50A(1-5/8") 70.05 - 75.05 1.0000 1.0000 L23 14 WR-VG86ST-BRDA( 7/8) 70.05 - 75.05 1.0000 1.0000 L23 15 WR-VG86ST-BRD ( 3/4") 70.05 - 75.05 1.0000 1.0000 L23 16 RFFT-36SM-001-xxM( 3/8") 70.05 - 75.05 1.0000 1.0000 L23 18 4 AWG(2") 70.05 - 75.05 1.0000 1.0000 L23 19 TYPE 1A( 1") 70.05 - 75.05 1.0000 1.0000 L23 24 Pipe Mount for Waveguide 70.05 - 75.05 1.0000 1.0000 L23 25 Waveguide 70.05 - 75.05 1.0000 1.0000 L23 37 Aero MP3-03 73.00 - 75.05 1.0000 1.0000 L23 38 Aero MP3-03 73.00 - 75.05 1.0000 1.0000 L17 19 TYPE 1A( 1") 90.50 - 95.50 1.0000 1.0000 L17 24 Pipe Mount for Waveguide 90.50 - 95.50 1.0000 1.0000 L17 25 Waveguide 90.50 - 95.50 1.0000 1.0000 L17 37 Aero MP3-03 90.50 - 95.50 1.0000 1.0000 L17 38 Aero MP3-03 90.50 - 95.50 1.0000 1.0000 L17 39 Aero MP3-03 90.50 - 95.50 1.0000 1.0000 L18 2 Safety Line 3/8 86.00 - 90.50 1.0000 1.0000 L18 12 LDF7-50A(1-5/8") 86.00 - 90.50 1.0000 1.0000 L18 13 LDF7-50A(1-5/8") 86.00 - 90.50 1.0000 1.0000 L18 14 WR-VG86ST-BRDA( 7/8) 86.00 - 90.50 1.0000 1.0000 L18 15 WR-VG86ST-BRD ( 3/4") 86.00 - 90.50 1.0000 1.0000 L18 16 RFFT-36SM-001-xxM( 3/8") 86.00 - 90.50 1.0000 1.0000 L18 18 4 AWG(2") 86.00 - 90.50 1.0000 1.0000 L18 19 TYPE 1A( 1") 86.00 - 90.50 1.0000 1.0000 L18 24 Pipe Mount for Waveguide 86.00 - 90.50 1.0000 1.0000 L18 25 Waveguide 86.00 - 90.50 1.0000 1.0000 L18 37 Aero MP3-03 86.00 - 90.50 1.0000 1.0000 L18 38 Aero MP3-03 86.00 - 90.50 1.0000 1.0000 L18 39 Aero MP3-03 86.00 - 90.50 1.0000 1.0000 L19 2 Safety Line 3/8 81.00 - 86.00 1.0000 1.0000 L19 12 LDF7-50A(1-5/8") 81.00 - 86.00 1.0000 1.0000 L19 13 LDF7-50A(1-5/8") 81.00 - 86.00 1.0000 1.0000 L19 14 WR-VG86ST-BRDA( 7/8) 81.00 - 86.00 1.0000 1.0000 L19 15 WR-VG86ST-BRD ( 3/4") 81.00 - 86.00 1.0000 1.0000 L19 16 RFFT-36SM-001-xxM( 3/8") 81.00 - 86.00 1.0000 1.0000 L19 18 4 AWG(2") 81.00 - 86.00 1.0000 1.0000 L19 19 TYPE 1A( 1") 81.00 - 86.00 1.0000 1.0000 L19 24 Pipe Mount for Waveguide 81.00 - 86.00 1.0000 1.0000 L19 25 Waveguide 81.00 - 86.00 1.0000 1.0000 L19 37 Aero MP3-03 81.00 - 86.00 1.0000 1.0000 110.00 1.0000 1.0000 L13 12 LDF7-50A(1-5/8") 105.00 - 110.00 1.0000 1.0000 L13 13 LDF7-50A(1-5/8") 105.00 - 110.00 1.0000 1.0000 L13 14 WR-VG86ST-BRDA( 7/8) 105.00 - 110.00 1.0000 1.0000 L13 15 WR-VG86ST-BRD ( 3/4") 105.00 - 110.00 1.0000 1.0000 L13 16 RFFT-36SM-001-xxM( 3/8") 105.00 - 110.00 1.0000 1.0000 L13 18 4 AWG(2") 105.00 - 110.00 1.0000 1.0000 L13 19 TYPE 1A( 1") 105.00 - 110.00 1.0000 1.0000 L13 24 Pipe Mount for Waveguide 105.00 - 110.00 1.0000 1.0000 L13 25 Waveguide 105.00 - 110.00 1.0000 1.0000 L14 2 Safety Line 3/8 100.00 - 105.00 1.0000 1.0000 L14 12 LDF7-50A(1-5/8") 100.00 - 105.00 1.0000 1.0000 L14 13 LDF7-50A(1-5/8") 100.00 - 105.00 1.0000 1.0000 L14 14 WR-VG86ST-BRDA( 7/8) 100.00 - 105.00 1.0000 1.0000 L14 15 WR-VG86ST-BRD ( 3/4") 100.00 - 105.00 1.0000 1.0000 L14 16 RFFT-36SM-001-xxM( 3/8") 100.00 - 105.00 1.0000 1.0000 L14 18 4 AWG(2") 100.00 - 105.00 1.0000 1.0000 L14 19 TYPE 1A( 1") 100.00 - 105.00 1.0000 1.0000 L14 24 Pipe Mount for Waveguide 100.00 - 105.00 1.0000 1.0000 L14 25 Waveguide 100.00 - 105.00 1.0000 1.0000 L15 2 Safety Line 3/8 95.75 - 100.00 1.0000 1.0000 120.00 1.0000 1.0000 L10 2 Safety Line 3/8 116.67 - 116.92 1.0000 1.0000 L10 12 LDF7-50A(1-5/8") 116.67 - 116.92 1.0000 1.0000 L10 13 LDF7-50A(1-5/8") 116.67 - 116.92 1.0000 1.0000 L10 14 WR-VG86ST-BRDA( 7/8) 116.67 - 116.92 1.0000 1.0000 L10 15 WR-VG86ST-BRD ( 3/4") 116.67 - 116.92 1.0000 1.0000 L10 16 RFFT-36SM-001-xxM( 3/8") 116.67 - 116.92 1.0000 1.0000 L10 18 4 AWG(2") 116.67 - 116.92 1.0000 1.0000 L10 19 TYPE 1A( 1") 116.67 - 116.92 1.0000 1.0000 L10 24 Pipe Mount for Waveguide 116.67 - 116.92 1.0000 1.0000 L10 25 Waveguide 116.67 - 116.92 1.0000 1.0000 L11 2 Safety Line 3/8 111.67 - 116.67 1.0000 1.0000 L11 12 LDF7-50A(1-5/8") 111.67 - 116.67 1.0000 1.0000 L11 13 LDF7-50A(1-5/8") 111.67 - 116.67 1.0000 1.0000 L11 14 WR-VG86ST-BRDA( 7/8) 111.67 - 116.67 1.0000 1.0000 L11 15 WR-VG86ST-BRD ( 3/4") 111.67 - 116.67 1.0000 1.0000 L11 16 RFFT-36SM-001-xxM( 3/8") 111.67 - 116.67 1.0000 1.0000 L11 18 4 AWG(2") 111.67 - 116.67 1.0000 1.0000 L11 19 TYPE 1A( 1") 111.67 - 116.67 1.0000 1.0000 L11 24 Pipe Mount for Waveguide 111.67 - 116.67 1.0000 1.0000 L11 25 Waveguide 111.67 - 1.0000 1.0000 124.58 1.0000 1.0000 L7 24 Pipe Mount for Waveguide 124.33 - 124.58 1.0000 1.0000 L7 25 Waveguide 124.33 - 124.58 1.0000 1.0000 L7 33 Aero MP3-03 124.33 - 124.58 1.0000 1.0000 L7 34 Aero MP3-03 124.33 - 124.58 1.0000 1.0000 L7 35 Aero MP3-03 124.33 - 124.58 1.0000 1.0000 L8 2 Safety Line 3/8 120.00 - 124.33 1.0000 1.0000 L8 12 LDF7-50A(1-5/8") 120.00 - 124.33 1.0000 1.0000 L8 13 LDF7-50A(1-5/8") 120.00 - 124.33 1.0000 1.0000 L8 14 WR-VG86ST-BRDA( 7/8) 120.00 - 124.33 1.0000 1.0000 L8 15 WR-VG86ST-BRD ( 3/4") 120.00 - 124.33 1.0000 1.0000 L8 16 RFFT-36SM-001-xxM( 3/8") 120.00 - 124.33 1.0000 1.0000 L8 18 4 AWG(2") 120.00 - 124.33 1.0000 1.0000 L8 19 TYPE 1A( 1") 120.00 - 124.33 1.0000 1.0000 L8 24 Pipe Mount for Waveguide 120.00 - 124.33 1.0000 1.0000 L8 25 Waveguide 120.00 - 124.33 1.0000 1.0000 L8 33 Aero MP3-03 120.00 - 124.33 1.0000 1.0000 L8 34 Aero MP3-03 120.00 - 124.33 1.0000 1.0000 L8 35 Aero MP3-03 120.00 - 124.33 1.0000 1.0000 L9 2 Safety Line 3/8 116.92 - 120.00 1.0000 1.0000 L9 12 LDF7-50A(1-5/8") 116.92 - 1.0000 1.0000 130.00 1.0000 1.0000 L5 12 LDF7-50A(1-5/8") 125.00 - 130.00 1.0000 1.0000 L5 13 LDF7-50A(1-5/8") 125.00 - 130.00 1.0000 1.0000 L5 14 WR-VG86ST-BRDA( 7/8) 125.00 - 130.00 1.0000 1.0000 L5 15 WR-VG86ST-BRD ( 3/4") 125.00 - 130.00 1.0000 1.0000 L5 16 RFFT-36SM-001-xxM( 3/8") 125.00 - 130.00 1.0000 1.0000 L5 24 Pipe Mount for Waveguide 125.00 - 130.00 1.0000 1.0000 L5 25 Waveguide 125.00 - 130.00 1.0000 1.0000 L5 33 Aero MP3-03 125.00 - 128.25 1.0000 1.0000 L5 34 Aero MP3-03 125.00 - 128.25 1.0000 1.0000 L5 35 Aero MP3-03 125.00 - 128.25 1.0000 1.0000 L6 2 Safety Line 3/8 124.58 - 125.00 1.0000 1.0000 L6 12 LDF7-50A(1-5/8") 124.58 - 125.00 1.0000 1.0000 L6 13 LDF7-50A(1-5/8") 124.58 - 125.00 1.0000 1.0000 L6 14 WR-VG86ST-BRDA( 7/8) 124.58 - 125.00 1.0000 1.0000 L6 15 WR-VG86ST-BRD ( 3/4") 124.58 - 125.00 1.0000 1.0000 L6 16 RFFT-36SM-001-xxM( 3/8") 124.58 - 125.00 1.0000 1.0000 L6 18 4 AWG(2") 124.58 - 125.00 1.0000 1.0000 L6 19 TYPE 1A( 1") 124.58 - 125.00 1.0000 1.0000 L6 24 Pipe Mount for Waveguide 124.58 - 125.00 1.0000 1.0000 L6 25 Waveguide 124.58 - 1.0000 1.0000 L31 43.00-38.00 0.93 0.73 1.20 0.92 L32 38.00-33.00 0.93 0.73 1.22 0.94 L33 33.00-28.00 0.94 0.74 1.24 0.95 L34 28.00-19.00 0.91 0.76 1.22 0.98 L35 19.00-18.00 0.82 1.00 1.12 1.27 L36 18.00-13.00 0.82 1.01 1.13 1.28 L37 13.00-8.00 0.73 0.87 1.04 1.12 L38 8.00-3.00 0.16 0.42 0.28 0.78 L39 3.00-0.00 -0.15 0.23 -0.39 0.61 Shielding Factor Ka Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L1 2 Safety Line 3/8 145.00 - 150.00 1.0000 1.0000 L2 2 Safety Line 3/8 140.00 - 145.00 1.0000 1.0000 L3 2 Safety Line 3/8 135.00 - 140.00 1.0000 1.0000 L3 12 LDF7-50A(1-5/8") 135.00 - 136.00 1.0000 1.0000 L3 13 LDF7-50A(1-5/8") 135.00 - 136.00 1.0000 1.0000 L3 14 WR-VG86ST-BRDA( 7/8) 135.00 - 1.0000 1.0000 L24 70.05-62.00 A B C 2.144 0.000 0.000 0.000 0.000 0.000 0.000 14.070 46.189 9.310 0.000 0.000 0.000 0.39 0.81 0.21 L25 62.00-61.00 A B C 2.128 0.000 0.000 0.000 0.000 0.000 0.000 1.748 5.738 1.157 0.000 0.000 0.000 0.05 0.10 0.03 L26 61.00-57.79 A B C 2.121 0.000 0.000 0.000 0.000 0.000 0.000 6.409 19.154 4.523 0.000 0.000 0.000 0.17 0.34 0.10 L27 57.79-57.54 A B C 2.115 0.000 0.000 0.000 0.000 0.000 0.000 0.604 1.593 0.457 0.000 0.000 0.000 0.02 0.03 0.01 L28 57.54-52.54 A B C 2.105 0.000 0.000 0.000 0.000 0.000 0.000 9.671 29.399 6.754 0.000 0.000 0.000 0.26 0.52 0.15 L29 52.54-47.54 A B C 2.085 0.000 0.000 0.000 0.000 0.000 0.000 8.563 28.177 5.666 0.000 0.000 0.000 0.23 0.49 0.13 L30 47.54-43.00 A B C 2.064 0.000 0.000 0.000 0.000 0.000 0.000 7.710 25.391 5.101 0.000 0.000 0.000 0.21 0.44 0.11 L31 43.00-38.00 A B C 2.041 0.000 0.000 0.000 0.000 0.000 0.000 8.432 27.795 5.578 0.000 0.000 0.000 0.22 0.48 0.12 L32 38.00-33.00 A B C 2.015 0.000 0.000 0.000 0.000 0.000 0.000 8.352 27.561 5.525 0.000 0.000 0.000 0.22 0.47 0.12 L33 33.00-28.00 A B C 1.984 0.000 0.000 0.000 0.000 0.000 0.000 8.261 27.295 5.464 0.000 0.000 0.000 0.22 0.46 0.12 L34 28.00-19.00 A B C 1.933 0.000 0.000 0.000 0.000 0.000 0.000 15.566 49.297 10.624 0.000 0.000 0.000 0.39 0.82 0.23 L35 19.00-18.00 A B C 1.888 0.000 0.000 0.000 0.000 0.000 0.000 1.621 5.369 1.072 0.000 0.000 0.000 0.04 0.09 0.02 L36 18.00-13.00 A B C 1.854 0.000 0.000 0.000 0.000 0.000 0.000 7.871 26.158 5.204 0.000 0.000 0.000 0.20 0.42 0.11 L37 13.00-8.00 A B C 1.783 0.000 0.000 0.000 0.000 0.000 0.000 7.659 23.136 5.063 0.000 0.000 0.000 0.19 0.35 0.11 L38 8.00-3.00 A B C 1.672 0.000 0.000 0.000 0.000 0.000 0.000 4.717 9.300 4.839 0.000 0.000 0.000 0.10 0.13 0.08 L39 3.00-0.00 A B C 1.468 0.000 0.000 0.000 0.000 0.000 0.000 1.388 1.388 2.381 0.000 0.000 0.000 0.02 0.02 0.03 Feed Line Center of Pressure 0.000 0.000 0.000 3.890 2.494 0.000 0.000 0.000 0.00 0.06 0.07 L4 135.00-130.00 A B C 2.298 0.000 0.000 0.000 0.000 0.000 0.000 0.000 23.623 2.486 0.000 0.000 0.000 0.00 0.41 0.06 L5 130.00-125.00 A B C 2.289 0.000 0.000 0.000 0.000 0.000 0.000 2.208 28.576 4.685 0.000 0.000 0.000 0.05 0.52 0.12 L6 125.00-124.58 A B C 2.285 0.000 0.000 0.000 0.000 0.000 0.000 0.747 2.477 0.489 0.000 0.000 0.000 0.02 0.05 0.01 L7 124.58-124.33 A B C 2.284 0.000 0.000 0.000 0.000 0.000 0.000 0.448 1.486 0.293 0.000 0.000 0.000 0.01 0.03 0.01 L8 124.33-120.00 A B C 2.280 0.000 0.000 0.000 0.000 0.000 0.000 7.756 25.725 5.077 0.000 0.000 0.000 0.22 0.48 0.12 L9 120.00-116.92 A B C 2.273 0.000 0.000 0.000 0.000 0.000 0.000 4.605 17.365 2.702 0.000 0.000 0.000 0.13 0.32 0.07 L10 116.92-116.67 A B C 2.269 0.000 0.000 0.000 0.000 0.000 0.000 0.277 1.311 0.123 0.000 0.000 0.000 0.01 0.02 0.00 L11 116.67-111.67 A B C 2.264 0.000 0.000 0.000 0.000 0.000 0.000 5.529 26.173 2.452 0.000 0.000 0.000 0.17 0.47 0.06 L12 111.67-110.00 A B C 2.258 0.000 0.000 0.000 0.000 0.000 0.000 1.838 8.707 0.815 0.000 0.000 0.000 0.06 0.15 0.02 L13 110.00-105.00 A B C 2.251 0.000 0.000 0.000 0.000 0.000 0.000 5.501 26.068 2.438 0.000 0.000 0.000 0.18 0.46 0.06 L14 105.00-100.00 A B C 2.240 0.000 0.000 0.000 0.000 0.000 0.000 5.480 25.985 2.427 0.000 0.000 0.000 0.18 0.46 0.06 L15 100.00-95.75 A B C 2.230 0.000 0.000 0.000 0.000 0.000 0.000 5.466 22.845 2.880 0.000 0.000 0.000 0.17 0.41 0.07 L16 95.75-95.50 A B C 2.225 0.000 0.000 0.000 0.000 0.000 0.000 0.449 1.470 0.297 0.000 0.000 0.000 0.01 0.03 0.01 L17 95.50-90.50 A B C 2.218 0.000 0.000 0.000 0.000 0.000 0.000 8.963 29.343 5.932 0.000 0.000 0.000 0.25 0.53 0.14 L18 90.50-86.00 A B C 2.207 0.000 0.000 0.000 0.000 0.000 0.000 8.036 26.318 5.318 0.000 0.000 0.000 0.23 0.47 0.12 L19 86.00-81.00 A B C 2.195 0.000 0.000 0.000 0.000 0.000 0.000 8.892 29.135 5.885 0.000 0.000 0.000 0.25 0.52 0.14 L20 81.00-76.00 A B C 2.181 0.000 0.000 0.000 0.000 0.000 0.000 9.200 29.366 6.207 0.000 0.000 0.000 0.26 0.52 0.14 L21 76.00-75.30 A B C 2.173 0.000 0.000 0.000 0.000 0.000 0.000 1.723 4.540 1.305 0.000 0.000 0.000 0.04 0.08 0.03 L22 75.30-75.05 A B 2.172 0.000 0.000 0.000 0.000 0.615 1.621 0.000 0.000 0.02 0.03 0.000 0.000 0.462 1.739 0.299 0.000 0.000 0.000 0.01 0.02 0.01 L26 61.00-57.79 A B C 0.000 0.000 0.000 0.000 0.000 0.000 1.802 5.909 1.280 0.000 0.000 0.000 0.02 0.05 0.02 L27 57.79-57.54 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.181 0.500 0.140 0.000 0.000 0.000 0.00 0.00 0.00 L28 57.54-52.54 A B C 0.000 0.000 0.000 0.000 0.000 0.000 2.710 9.097 1.897 0.000 0.000 0.000 0.03 0.08 0.03 L29 52.54-47.54 A B C 0.000 0.000 0.000 0.000 0.000 0.000 2.308 8.696 1.496 0.000 0.000 0.000 0.03 0.08 0.03 L30 47.54-43.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 2.094 7.887 1.357 0.000 0.000 0.000 0.03 0.07 0.02 L31 43.00-38.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 2.308 8.696 1.496 0.000 0.000 0.000 0.03 0.08 0.03 L32 38.00-33.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 2.308 8.696 1.496 0.000 0.000 0.000 0.03 0.08 0.03 L33 33.00-28.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 2.308 8.696 1.496 0.000 0.000 0.000 0.03 0.08 0.03 L34 28.00-19.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 4.548 16.045 3.085 0.000 0.000 0.000 0.06 0.14 0.05 L35 19.00-18.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.462 1.739 0.299 0.000 0.000 0.000 0.01 0.02 0.01 L36 18.00-13.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 2.308 8.696 1.496 0.000 0.000 0.000 0.03 0.08 0.03 L37 13.00-8.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 2.308 7.721 1.496 0.000 0.000 0.000 0.03 0.06 0.03 L38 8.00-3.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 1.708 3.288 1.496 0.000 0.000 0.000 0.01 0.02 0.01 L39 3.00-0.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.654 0.654 0.767 0.000 0.000 0.000 0.00 0.00 0.00 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Section Tower Elevation ft Face or Leg Ice Thickness in AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K L1 150.00-145.00 A B C 2.323 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.510 0.000 0.000 0.000 0.00 0.00 0.05 L2 145.00-140.00 A 2.315 0.000 0.000 0.000 0.000 0.00 0.000 0.000 0.000 0.850 8.238 1.038 0.000 0.000 0.000 0.00 0.08 0.03 L6 125.00-124.58 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.192 0.725 0.125 0.000 0.000 0.000 0.00 0.01 0.00 L7 124.58-124.33 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.115 0.435 0.075 0.000 0.000 0.000 0.00 0.00 0.00 L8 124.33-120.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 2.001 7.536 1.296 0.000 0.000 0.000 0.02 0.07 0.02 L9 120.00-116.92 A B C 0.000 0.000 0.000 0.000 0.000 0.000 1.075 5.014 0.574 0.000 0.000 0.000 0.01 0.05 0.02 L10 116.92-116.67 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.050 0.369 0.009 0.000 0.000 0.000 0.00 0.00 0.00 L11 116.67-111.67 A B C 0.000 0.000 0.000 0.000 0.000 0.000 1.000 7.387 0.188 0.000 0.000 0.000 0.02 0.08 0.03 L12 111.67-110.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.333 2.463 0.063 0.000 0.000 0.000 0.01 0.03 0.01 L13 110.00-105.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 1.000 7.387 0.188 0.000 0.000 0.000 0.03 0.08 0.03 L14 105.00-100.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 1.000 7.387 0.188 0.000 0.000 0.000 0.03 0.08 0.03 L15 100.00-95.75 A B C 0.000 0.000 0.000 0.000 0.000 0.000 1.155 6.585 0.465 0.000 0.000 0.000 0.03 0.07 0.02 L16 95.75-95.50 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.115 0.435 0.075 0.000 0.000 0.000 0.00 0.00 0.00 L17 95.50-90.50 A B C 0.000 0.000 0.000 0.000 0.000 0.000 2.308 8.696 1.496 0.000 0.000 0.000 0.03 0.08 0.03 L18 90.50-86.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 2.078 7.826 1.346 0.000 0.000 0.000 0.03 0.07 0.02 L19 86.00-81.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 2.308 8.696 1.496 0.000 0.000 0.000 0.03 0.08 0.03 L20 81.00-76.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 2.439 8.827 1.627 0.000 0.000 0.000 0.03 0.08 0.03 L21 76.00-75.30 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.506 1.401 0.393 0.000 0.000 0.000 0.00 0.01 0.00 L22 75.30-75.05 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.181 0.500 0.140 0.000 0.000 0.000 0.00 0.00 0.00 L23 75.05-70.05 A B C 0.000 0.000 0.000 0.000 0.000 0.000 2.845 9.232 2.032 0.000 0.000 0.000 0.03 0.08 0.03 0.300 1.57 8.99 0.00 *** Feed Line/Linear Appurtenances - Entered As Area Description Face or Leg Allow Shield Component Type Placement ft Total Number CAAA ft2/ft Weight plf *** LDF5-50A(7/8'') C No Inside Pole 149.00 - 6.00 6 No Ice 1/2'' Ice 1'' Ice 0.00 0.00 0.00 0.33 0.33 0.33 AVA5-50( 7/8) C No Inside Pole 149.00 - 6.00 6 No Ice 1/2'' Ice 1'' Ice 0.00 0.00 0.00 0.30 0.30 0.30 *** RFF-24SM-1206-618-AP E(1-1/4'') C No Inside Pole 144.00 - 6.00 1 No Ice 1/2'' Ice 1'' Ice 0.00 0.00 0.00 1.48 1.48 1.48 *** *** ASU9323TYP01( 1-1/4'') A No Inside Pole 112.00 - 6.00 1 No Ice 1/2'' Ice 1'' Ice 0.00 0.00 0.00 1.05 1.05 1.05 AVA5-50( 7/8'') A No Inside Pole 112.00 - 6.00 6 No Ice 1/2'' Ice 1'' Ice 0.00 0.00 0.00 0.30 0.30 0.30 *** *MODS* *** Feed Line/Linear Appurtenances Section Areas Tower Section Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K L1 150.00-145.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.188 0.000 0.000 0.000 0.00 0.00 0.02 L2 145.00-140.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.188 0.000 0.000 0.000 0.00 0.00 0.03 L3 140.00-135.00 A B 0.000 0.000 0.000 0.000 0.000 0.990 0.000 0.000 0.00 0.01 Width or Diameter in Perimeter in Weight plf *** Safety Line 3/8 C Surface Ar (CaAa) 150.00 - 0.00 1 1 0.250 0.250 0.38 0.22 LDF7-50A(1-5/8'') B Surface Ar (CaAa) 136.00 - 6.00 5 5 0.500 0.500 1.98 0.82 LDF7-50A(1-5/8'') B Surface Ar (CaAa) 136.00 - 6.00 1 1 0.400 0.500 0.00 0.82 WR-VG86ST-BRDA( 7/8) B Surface Ar (CaAa) 136.00 - 6.00 3 3 0.400 0.400 0.00 0.68 WR-VG86ST-BRD ( 3/4'') B Surface Ar (CaAa) 136.00 - 6.00 1 1 0.400 0.400 0.00 0.59 RFFT-36SM-001-xxM( 3/8'') B Surface Ar (CaAa) 136.00 - 6.00 2 2 0.400 0.400 0.00 0.09 *** 4 AWG(2'') A Surface Ar (CaAa) 125.00 - 6.00 1 1 0.000 0.000 2.00 2.00 TYPE 1A( 1'') A Surface Ar (CaAa) 125.00 - 6.00 3 1 0.000 0.000 0.00 0.50 *** Pipe Mount for Waveguide B Surface Ar (CaAa) 133.00 - 10.00 1 1 0.500 0.500 2.38 3.66 Waveguide B Surface Af (CaAa) 133.00 - 10.00 1 1 0.500 0.500 1.50 6.00 4.20 *** *MODS* *** Aero MP3-03 A Surface Af (CaAa) 20.50 - 0.50 1 1 0.100 0.100 1.57 8.99 0.00 Aero MP3-03 B Surface Af (CaAa) 20.50 - 0.50 1 1 0.300 0.300 1.57 8.99 0.00 Aero MP3-03 C Surface Af (CaAa) 20.50 - 0.50 1 1 0.200 0.200 1.57 8.99 0.00 * Aero MP3-03 A Surface Af (CaAa) 128.25 - 118.25 1 1 0.500 0.500 1.57 8.99 0.00 Aero MP3-03 B Surface Af (CaAa) 128.25 - 118.25 1 1 0.500 0.500 1.57 8.99 0.00 Aero MP3-03 C Surface Af (CaAa) 128.25 - 118.25 1 1 0.500 0.500 1.57 8.99 0.00 *** Aero MP3-03 A Surface Af (CaAa) 96.92 - 73.00 1 1 0.000 0.000 1.57 8.99 0.00 Aero MP3-03 B Surface Af (CaAa) 96.92 - 73.00 1 1 -0.250 -0.250 1.57 8.99 0.00 Aero MP3-03 C Surface Af (CaAa) 96.92 - 73.00 1 1 0.250 0.250 1.57 8.99 0.00 *** Aero MP3-03 A Surface Af 59.00 - 19.00 1 1 -0.200 1.57 8.99 0.00 1 1 1 L13 110.00-105.00 1 1 1 L14 105.00-100.00 1 1 1 L15 100.00-95.75 1 1 1 L16 95.75-95.50 1 1 1 L17 95.50-90.50 1 1 1 L18 90.50-86.00 1 1 1 L19 86.00-81.00 1 1 1 L20 81.00-76.00 1 1 1 L21 76.00-75.30 1 1 1 L22 75.30-75.05 1 1 1 L23 75.05-70.05 1 1 1 L24 70.05-62.00 1 1 1 L25 62.00-61.00 1 1 1 L26 61.00-57.79 1 1 1 L27 57.79-57.54 1 1 0.976878 L28 57.54-52.54 1 1 0.969939 L29 52.54-47.54 1 1 0.97665 L30 47.54-43.00 1 1 0.984524 L31 43.00-38.00 1 1 1 L32 38.00-33.00 1 1 1 L33 33.00-28.00 1 1 1 L34 28.00-19.00 1 1 1 L35 19.00-18.00 1 1 1 L36 18.00-13.00 1 1 1 L37 13.00-8.00 1 1 1 L38 8.00-3.00 1 1 1 44.22 51.65 12410.00 15.50 22.11 561.33 24820.00 25.81 0.00 0 L32 44.22 51.65 12410.00 15.50 22.11 561.33 24820.00 25.81 0.00 0 45.27 52.89 13328.70 15.87 22.64 588.82 26657.41 26.43 0.00 0 L33 45.27 52.89 13328.70 15.87 22.64 588.82 26657.41 26.43 0.00 0 46.33 54.14 14291.67 16.25 23.16 616.97 28583.34 27.05 0.00 0 L34 46.33 54.14 14291.67 16.25 23.16 616.97 28583.34 27.05 0.00 0 48.23 56.38 16139.86 16.92 24.11 669.29 32279.72 28.17 0.00 0 L35 47.88 58.40 15283.39 16.18 23.08 662.19 30566.77 29.18 0.00 0 48.15 60.94 17368.38 16.88 24.08 721.39 34736.76 30.45 0.00 0 L36 48.15 60.94 17368.38 16.88 24.08 721.39 34736.76 30.45 0.00 0 49.53 62.70 18911.60 17.37 24.76 763.69 37823.20 31.33 0.00 0 L37 49.53 62.70 18911.60 17.37 24.76 763.69 37823.20 31.33 0.00 0 50.90 64.45 20543.62 17.85 25.45 807.20 41087.25 32.21 0.00 0 L38 50.90 64.45 20543.62 17.85 25.45 807.20 41087.25 32.21 0.00 0 52.28 66.21 22266.94 18.34 26.14 851.91 44533.89 33.08 0.00 0 L39 52.28 66.21 22266.94 18.34 26.14 851.91 44533.89 33.08 0.00 0 53.10 67.26 23345.79 18.63 26.55 879.31 46691.58 33.61 0.00 0 Tower Elevation ft Gusset Area (per face) ft2 Gusset Thickness in Gusset Grade Adjust. Factor Af Adjust. Factor Ar Weight Mult. Double Angle Stitch Bolt Spacing Diagonals in Double Angle Stitch Bolt Spacing Horizontals in Double Angle Stitch Bolt Spacing Redundants in L1 150.00-145.00 1 1 1 L2 145.00-140.00 1 1 1 L3 140.00-135.00 1 1 1 L4 135.00-130.00 1 1 1 L5 130.00-125.00 1 1 1 L6 125.00-124.58 1 1 1 L7 124.58-124.33 1 1 0.989448 L8 1 1 0.991585 I in4 r in C in I/C in3 J in4 It/Q in2 w in w/t L1 17.00 9.90 349.95 5.94 8.50 41.17 699.91 4.95 0.00 0 18.25 10.64 433.95 6.39 9.13 47.56 867.90 5.32 0.00 0 L2 18.25 10.64 433.95 6.39 9.13 47.56 867.90 5.32 0.00 0 19.50 11.38 530.42 6.83 9.75 54.40 1060.83 5.68 0.00 0 L3 19.50 11.38 530.42 6.83 9.75 54.40 1060.83 5.68 0.00 0 20.75 12.11 640.21 7.27 10.38 61.71 1280.43 6.05 0.00 0 L4 20.75 12.11 640.21 7.27 10.38 61.71 1280.43 6.05 0.00 0 22.00 12.85 764.20 7.71 11.00 69.47 1528.41 6.42 0.00 0 L5 22.00 12.85 764.20 7.71 11.00 69.47 1528.41 6.42 0.00 0 23.25 13.58 903.25 8.15 11.63 77.70 1806.50 6.79 0.00 0 L6 23.25 13.58 903.25 8.15 11.63 77.70 1806.50 6.79 0.00 0 23.35 13.65 915.55 8.19 11.68 78.41 1831.09 6.82 0.00 0 L7 23.35 22.62 1501.52 8.15 11.68 128.59 3003.04 11.30 0.00 0 23.42 22.68 1513.77 8.17 11.71 129.29 3027.54 11.33 0.00 0 L8 23.42 22.23 1484.69 8.17 11.71 126.81 2969.38 11.11 0.00 0 24.50 23.28 1703.39 8.55 12.25 139.05 3406.79 11.63 0.00 0 L9 24.50 27.96 2035.32 8.53 12.25 166.15 4070.64 13.97 0.00 0 25.27 28.85 2236.63 8.81 12.64 177.01 4473.26 14.42 0.00 0 L10 25.27 19.65 1537.97 8.85 12.64 121.72 3075.94 9.82 0.00 0 25.33 19.70 1549.53 8.87 12.67 122.33 3099.05 9.84 0.00 0 L11 25.33 19.70 1549.53 8.87 12.67 122.33 3099.05 9.84 0.00 0 26.58 20.68 1792.90 9.31 13.29 134.89 3585.80 10.33 0.00 0 L12 26.58 20.68 1792.90 9.31 13.29 134.89 3585.80 10.33 0.00 0 27.00 21.01 1879.36 9.46 13.50 139.21 3758.71 10.50 0.00 0 L13 27.00 26.20 2332.88 9.44 13.50 172.81 4665.77 13.09 0.00 0 28.26 27.44 2678.65 9.88 14.13 189.58 5357.29 13.71 0.00 0 L14 28.26 27.44 2678.65 9.88 14.13 189.58 5357.29 13.71 0.00 0 29.52 28.67 3056.99 10.33 14.76 207.14 6113.98 14.33 0.00 0 L15 29.52 28.67 3056.99 10.33 14.76 207.14 6113.98 14.33 0.00 0 30.59 29.72 3405.30 10.70 15.29 222.67 6810.59 14.85 0.00 0 L16 30.59 29.72 3405.30 10.70 15.29 222.67 6810.59 14.85 0.00 0 30.65 29.78 3426.57 10.73 15.32 223.60 6853.14 14.88 0.00 0 L17 30.65 29.78 3426.57 10.73 15.32 223.60 6853.14 14.88 0.00 0 31.91 31.02 3870.86 11.17 15.95 242.63 7741.72 15.50 0.00 0 L18 31.91 31.02 3870.86 11.17 15.95 242.63 7741.72 15.50 0.00 0 33.04 32.13 4302.17 11.57 16.52 260.42 8604.35 16.06 0.00 0 L19 33.04 35.31 4719.60 11.56 16.52 285.69 9439.21 17.65 0.00 0 34.30 36.68 5287.66 12.01 17.15 308.30 10575.32 18.33 0.00 0 L12 111.67-110.00 1.67 0.00 Round 26.58 27.00 0.25 A572-65 (65 ksi) L13 110.00-105.00 5.00 0.00 Round 27.00 28.26 0.31 A572-65 (65 ksi) L14 105.00-100.00 5.00 0.00 Round 28.26 29.52 0.31 A572-65 (65 ksi) L15 100.00-95.75 4.25 0.00 Round 29.52 30.59 0.31 A572-65 (65 ksi) L16 95.75-95.50 0.25 0.00 Round 30.59 30.65 0.31 A572-65 (65 ksi) L17 95.50-90.50 5.00 0.00 Round 30.65 31.91 0.31 A572-65 (65 ksi) L18 90.50-86.00 4.50 0.00 Round 31.91 33.04 0.31 A572-65 (65 ksi) L19 86.00-81.00 5.00 0.00 Round 33.04 34.30 0.34 A572-65 (65 ksi) L20 81.00-76.00 5.00 0.00 Round 34.30 35.56 0.34 A572-65 (65 ksi) L21 76.00-75.30 0.70 0.00 Round 35.56 35.74 0.34 A572-65 (65 ksi) L22 75.30-75.05 0.25 0.00 Round 35.74 35.80 0.34 A572-65 (65 ksi) L23 75.05-70.05 5.00 0.00 Round 35.80 37.07 0.34 A572-65 (65 ksi) L24 70.05-62.00 8.05 5.00 Round 37.07 39.10 0.34 A572-65 (65 ksi) L25 62.00-61.00 6.00 0.00 Round 37.15 38.65 0.34 A572-65 (65 ksi) L26 61.00-57.79 3.22 0.00 Round 38.65 39.46 0.34 A572-65 (65 ksi) L27 57.79-57.54 0.25 0.00 Round 39.46 39.52 0.46 A572-65 (65 ksi) L28 57.54-52.54 5.00 0.00 Round 39.52 40.77 0.46 A572-65 (65 ksi) L29 52.54-47.54 5.00 0.00 Round 40.77 42.02 0.45 A572-65 (65 ksi) L30 47.54-43.00 4.54 0.00 Round 42.02 43.16 0.44 A572-65 (65 ksi) L31 43.00-38.00 5.00 0.00 Round 43.16 44.22 0.38 A572-65 (65 ksi) L32 38.00-33.00 5.00 0.00 Round 44.22 45.27 0.38 A572-65 (65 ksi) L33 33.00-28.00 5.00 0.00 Round 45.27 46.33 0.38 A572-65 ft Splice Length ft Number of Sides Top Diameter in Bottom Diameter in Wall Thickness in Bend Radius in Pole Grade L1 150.00-145.00 5.00 0.00 Round 17.00 18.25 0.19 A595-55 (55 ksi) L2 145.00-140.00 5.00 0.00 Round 18.25 19.50 0.19 A595-55 (55 ksi) 1106 kip-ft MOMENT 104 K AXIAL ARE FACTORED ALL REACTIONS Section 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Length (ft) 3.00 5.00 5.00 5.00 7.25 9.00 5.00 5.00 5.00 4.54 5.00 5.00 0.25 3.22 6.00 8.05 5.00 0.0.25 70 5.00 5.00 4.50 5.00 0.25 4.25 5.00 5.00 1.67 5.00 0.25 3.08 4.33 0.25 42 5.00 5.00 5.00 5.00 5.00 Number of Sides 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Thickness (in) 0.41 0.41 0.41 0.41 0.41 0.38 0.38 0.38 0.38 0.44 0.45 0.46 0.46 0.34 0.34 0.34 0.34 0.0.34 34 0.34 0.34 0.31 0.31 0.31 0.31 0.31 0.31 0.25 0.25 0.25 0.37 0.31 0.31 19 0.19 0.19 0.19 0.19 0.19 Socket Length (ft) 6.25 5.00 Top Dia (in) 52.28 50.90 49.53 48.15 46.16 46.33 45.27 44.22 43.16 42.02 40.77 39.52 39.38.46 65 37.15 37.07 35.80 35.35.74 56 34.30 33.04 31.91 30.65 30.59 29.52 28.26 27.00 26.58 25.33 25.24.27 50 23.42 23.35 25 22.00 20.75 19.50 18.25 17.00 Bot Dia (in) 53.10 52.28 50.90 49.53 48.15 48.23 46.33 45.27 44.22 43.16 42.02 40.77 39.39.52 46 38.65 39.10 37.07 35.35.80 74 35.56 34.30 33.04 31.91 30.65 30.59 29.52 28.26 27.00 26.58 25.25.33 27 24.50 23.42 35 23.25 22.00 20.75 19.50 18.25 Grade A572-65 A595-55 Weight (K) 21.6 0.7 1.1 1.1 1.1 1.5 1.7 0.9 0.9 0.9 0.9 1.0 0.9 0.0 0.5 0.8 1.1 0.7 0.0.0 1 0.6 0.6 0.5 0.5 0.0 0.4 0.5 0.5 0.1 0.3 0.0 0.3 0.3 0.0 0.2 0.2 0.2 0.2 0.2 2.Lightning Platform (DB932DG90E-800 E15R05P19 Side TME-6'x2.Miscellaneous SBJAH4-RRUS RRUS-DC6-ET-2) 3) 4" LPD-641280-6'x2.DBC0051F3V51-X-10766 Dia 4" Arm 48-RRUS RCMDC-TS-32 11 Pipe 4" 7905/x 60-Mount 1D65B-70-Rod Mount B2 B66 12-Pipe w/ DF 18-Mount 12 16-ft Mount 8 3315-[M 8C 8F Pipe NA W/62-Mount [w/ LP [DL SO w/ (SOLAR Mount 31.18-509-601-404-602-w/ Mount PF-2 Pipe 104-25"iR-Mount 3] 48 1] RD x11" 3] Pipe SHIELD Pipe w/ Pipe Round) Mount 150 149 144 136 125 Pipe ET-X-TS-70-16-62-18-iR-RD w/ Mount 125 Pipe ET-X-TS-70-16-62-18-iR-RD w/ Mount 125 Pipe ET-RRH-2.(ASU9338TYP01 RV4PX310R-TME-FHFB FXFC Platform 2) 3) 5GHz 2.ECC1920-X-4" FRIG C2A P4 WM-x 8T8R Mount 8' w/18-Pipe EXT V2 VPUB 65-RRH [LP w/ Mount 8P FILTER Mount 716-w/ Mount 1] Pipe Pipe DESIGNED 125 112 APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION 2.4" Dia x 12-ft Pipe 150 Lightning Rod 150 Platform Mount [LP 601-1] 149 (2) LPD-7905/8 w/ Mount Pipe 149 (2) LPD-7905/8 w/ Mount Pipe 149 (2) LPD-7905/8 w/ Mount Pipe 149 DB932DG90E-M w/ Mount Pipe 149 DB932DG90E-M w/ Mount Pipe 149 DB932DG90E-M w/ Mount Pipe 149 800 10766 w/ Mount Pipe 149 800 10766 w/ Mount Pipe 149 800 10766 w/ Mount Pipe 149 E15R05P19 149 E15R05P19 149 E15R05P19 149 (2) 641280-DF 149 (2) 641280-DF 149 (2) 641280-DF 149 Side Arm Mount [SO 104-3] 144 TME-RRUS 12 W/SOLAR SHIELD 144 TME-RCMDC-3315-PF-48 144 TME-RRUS 12 W/SOLAR SHIELD 144 TME-RRUS 12 W/SOLAR SHIELD 144 6'x2.4" Pipe Mount 144 (2) 6'x2.4" Pipe Mount 144 6'x2.4" Pipe Mount 144 Platform Mount [LP 404-1] 136 Miscellaneous [NA 509-3] 136 SBJAH4-1D65B-DL w/ Mount Pipe 136 SBJAH4-1D65B-DL w/ Mount Pipe 136 SBJAH4-1D65B-DL w/ Mount Pipe 136 RRUS 32 B2 136 RRUS 32 B2 136 RRUS 32 B2 136 RRUS-11 136 RRUS-11 136 RRUS-11 136 RRUS 32 B66 136 RRUS 32 B66 136 RRUS 32 B66 136 RRUS 32 136 RRUS 32 136 RRUS 32 136 (2) DBC0051F3V51-2 136 (2) DBC0051F3V51-2 136 (2) DBC0051F3V51-2 136 DC6-48-60-18-8C 136 DC6-48-60-18-8F (31.25"x11" Round) 136 (3) 6'x2.4" Pipe Mount 136 (3) 6'x2.4" Pipe Mount 136 (3) 6'x2.4" Pipe Mount 136 Platform Mount [LP 602-1] 125 Miscellaneous [NA 509-3] 125 ET-X-TS-70-16-62-18-iR-RD w/ Mount Pipe 125 ET-X-TS-70-16-62-18-iR-RD w/ Mount Pipe 125 ET-X-TS-70-16-62-18-iR-RD w/ Mount Pipe 125 ET-X-WM-18-65-8P w/ Mount Pipe 125 ET-X-WM-18-65-8P w/ Mount Pipe 125 ET-X-WM-18-65-8P w/ Mount Pipe 125 RRH-C2A w/EXT FILTER 125 RRH-C2A w/EXT FILTER 125 RRH-C2A w/EXT FILTER 125 RRH-P4 125 RRH-P4 125 RRH-P4 125 2.5GHz 8T8R RRH 125 2.5GHz 8T8R RRH 125 2.5GHz 8T8R RRH 125 (2) 2.4" x 8' Pipe Mount 125 (2) 2.4" x 8' Pipe Mount 125 (2) 2.4" x 8' Pipe Mount 125 ASU9338TYP01 112 RV4PX310R-V2 w/ Mount Pipe 112 RV4PX310R-V2 w/ Mount Pipe 112 RV4PX310R-V2 w/ Mount Pipe 112 TME-FRIG 112 TME-FRIG 112 (2) ECC1920-VPUB 112 (2) ECC1920-VPUB 112 (2) ECC1920-VPUB 112 FHFB 112 FHFB 112 FHFB 112 FXFC 112 (3) 2.4" x 8' Pipe Mount 112 (3) 2.4" x 8' Pipe Mount 112 (3) 2.4" x 8' Pipe Mount 112 Platform Mount [LP 716-1] 112 MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A595-55 55 ksi 65 ksi A572-65 65 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in Hamilton County, Indiana. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 89 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 40 mph basic wind with 1.00 in ice. Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class II. 7. Topographic Category 1 with Crest Height of 0.00 ft 2 1 3 kmw communications ET-X-WM-18-65-8P w/ Mount Pipe 3 samsung telecomm 2.5GHz 8T8R RRH 3 samsung telecomm RRH-C2A w/EXT FILTER 3 samsung telecomm RRH-P4 125.0 1 crown mounts Miscellaneous [NA 509-3] 1 crown mounts Platform Mount [LP 602-1] 112.0 112.0 4 andrew ECC1920-VPUB 6 1 7/8 1-1/4 1 3 commscope RV4PX310R-V2 w/ Mount Pipe 1 nokia FHFB 1 crown mounts Platform Mount [LP 716-1] 106.0 2 andrew ECC1920-VPUB 2 nokia FHFB 1 nokia FXFC 1 raycap ASU9338TYP01 2 nokia TME-FRIG Notes: 1) Existing Equipment 2) (1) Raycap & (1) 3/8 Feedline to be Relocated from 138’ Level 3) Existing Loading to be Removed; Not Considered in Analysis Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) Note 149.0 150.0 6 andrew 641280-DF 12 7/8 1 6 antel LPD-7905/8 w/ Mount Pipe 3 commscope E15R05P19 3 decibel DB932DG90E-M w/ Mount Pipe 3 kathrein 800 10766 w/ Mount Pipe 149.0 1 crown mounts Platform Mount [LP 601-1] 144.0 148.0 3 ericsson TME-RRUS 12 W/SOLAR SHIELD 1 raycap TME-RCMDC-3315-PF-48 1 1-1/4 1 144.0 1 crown mounts Side Arm Mount [SO 104-3] 138.0 139.0 1 raycap TME-DC6-48-60-18-8F 2 3/4 3 138.0 1 crown mounts Pipe Mount [PM 601-1] GEN GENERATOR IGR INTERIOR GROUND RING (HALO) RBS RADIO BASE STATION SYMBOLS: M METER DISCONNECT SWITCH TEST WELL CHEMICAL GROUND ROD SINGLE-POLE THERMAL-MAGNETIC CIRCUIT BREAKER 2-POLE THERMAL-MAGNETIC CIRCUIT BREAKER SUPPLEMENTAL GROUND CONDUCTOR SOLID NEUTRAL BUS BAR S/G SOLID GROUND BUS BAR S/N EXOTHERMIC WELD (CADWELD) (UNLESS OTHERWISE NOTED) MECHANICAL WELD GROUNDING WIRE GENERAL NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR- __________ SUBCONTRACTOR- GENERAL CONTRACTOR (CONSTRUCTION) CARRIER- AT&T TOWER OWNER- CROWN CASTLE OEM- ORIGINAL EQUIPMENT MANUFACTURER 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 36. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 41. CONTRACTOR WILL REFER TO LATEST RFDS SHEET PRIOR TO CONSTRUCTION COMMENCING. A. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE OWNER-FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. 3.4 INSTALLATION: A. CONDUIT: 1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF LESS THAN 3/4 INCH TRADE SIZE. 2. PROVIDE RIGID PVC SCHEDULE 80 CONDUITS FOR ALL RISERS, RMC OTHERWISE NOTED. EMT MAY BE INSTALLED FOR EXTERIOR CONDUITS WHERE NOT SUBJECT TO PHYSICAL DAMAGE. 3. INSTALL SCHEDULE 40 PVC CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING LOTS, STREETS, AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18" IN ALL OTHER NON-TRAFFIC APPLICATIONS (REFER TO LATEST NEC, TABLE 300.5). 4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION TO EQUIPMENT WITH MOVEMENT, VIBRATION, OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF CONNECTION TO EQUIPMENT MOUNTED ON SUPPORT TO ALLOW FOR EXPANSION AND CONTRACTION. 5. A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE EQUIVALENT OF THREE QUARTER-BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED BENDER OR FACTORY 90 DEGREE ELBOWS MAY BE USED. 6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO PROVIDE A SMOOTH INSIDE SURFACE. 7. PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS. 8. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED. 9. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND DEBRIS. 10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END. 11. INSTALL 2" HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND CONDUCTORS. 12. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO ENSURE AGAINST COLLECTION OF TRAPPED CONDENSATION. 13. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO BE ROUTED THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE EFFECTIVELY SEALED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FIRE STOPS AT FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE, AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. B. CONDUCTORS AND CABLE: 1. ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS: DESCRIPTION 208/240/120 VOLT SYSTEMS PHASE A BLACK PHASE B RED PHASE C BLUE NEUTRAL WHITE GROUNDING GREEN 2. SPLICES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLE RACEWAY CONDUITS APPROVED FOR THIS PURPOSE. 3. PULLING LUBRICANTS SHALL BE UL APPROVED. CONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR PULLING CONDUCTOR OR CABLES INTO THE CONDUIT. 4. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING, AND BE OF SUFFICIENT LENGTH IN ALL BOXES & EQUIPMENT TO PERMIT MAKING A NEAT ARRANGEMENT. CABLES SHALL BE SECURED IN A MANNER TO AVOID TENSION ON CONDUCTORS OR TERMINALS. CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY AND MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS IS PROHIBITED. DAMAGED CABLES SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. C. DISCONNECT SWITCHES: 1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM AND GROUNDING SYSTEM AS INDICATED. D. GROUNDING: 1. ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, AT&T GROUNDING AND BONDING STANDARDS TP-76416, ND-00135, AND THE NATIONAL ELECTRICAL CODE. 2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM INDICATED WITH ASSEMBLY OF MATERIALS, INCLUDING GROUNDING ELECTRODES, BONDING JUMPERS AND ADDITIONAL ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION. 3. ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. 4. BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 AWG COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). SEE STANDARD 6.3.2.2. 5. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. 6. CONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE-IN-POINTS TO THE EXISTING GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING PERMANENTLY CONCEALED. 8. APPLY CORROSION-RESISTANT FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED. USE KOPR-SHIELD ANTI-OXIDATION COMPOUND ON ALL COMPRESSION GROUNDING CONNECTIONS. 9. A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS. 10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE #6 AWG GROUNDING CONDUCTOR TO A GROUND BUS. 11. DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 36" MINIMUM BELOW GRADE, OR 6" BELOW THE FROST LINE, USE THE GREATER OF THE TWO DISTANCES. 12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT. 13. THE INSTALLATION OF CHEMICAL ELECTROLYTIC GROUNDING SYSTEM SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND BREATHER HOLES. INSTALL PROTECTIVE BOX FLUSH WITH GRADE. 14. DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 36" DEPTH OR 6" BELOW FROST LINE, USING THE GREATER OF THE TWO DISTANCES. 15. IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FT. FROM THE GROUNDING BAR AT THE BASE OF THE TOWER, A SECOND GROUNDING BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE, TO GROUND THE COAX CABLE GROUNDING KITS AND IN-LINE ARRESTORS. 16. CONTRACTOR SHALL REPAIR, AND/OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE CONTRACTOR'S EXPENSE. 3.5 ACCEPTANCE TESTING: A. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT WRITTEN TEST REPORTS UPON COMPLETION. B. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED REQUIREMENTS, THE NON-COMPLYING ITEMS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS PROMPTLY AFTER RECEIPT OF NOTICE FOR NON-COMPLIANCE. C. TEST PROCEDURES: 1. ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO DEVICES. THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR ONE MINUTE USING 1000V DC. PROVIDE WRITTEN DOCUMENTATION FOR ALL TEST RESULTS. 2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER POLARITY CONNECTIONS. 3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND NEUTRALS. SUBMIT A REPORT OF MAXIMUM AND MINIMUM VOLTAGES. 4. PERFORM GROUNDING TEST TO MEASURE GROUNDING RESISTANCE OF GROUNDING SYSTEM USING THE IEEE STANDARD 3-POINT "FALL-OF-POTENTIAL" METHOD. PROVIDE PLOTTED TEST VALUES AND LOCATION SKETCH. NOTIFY THE ENGINEER IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS. THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE LATEST EDITIONS OF NEC. 1.3 REFERENCES: A. THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE. THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS OTHERWISE NOTED. EXCEPT AS MODIFIED BY THE REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBLICATIONS. 1. ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) 2. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) 3. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION) 4. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) 5. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) 6. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 7. UL (UNDERWRITERS LABORATORIES INC.) 8. AT&T GROUNDING AND BONDING STANDARDS TP-76416 1.4 SCOPE OF WORK A. WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND BE OPERATIONAL. B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND ALIGNED BY THE CONTRACTOR. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHES, BACKFILLING, AND REMOVAL OF EXCESS DIRT. D. THE CONTRACTOR SHALL FURNISH TO THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION. E. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS-BUILT DRAWINGS, DOCUMENT ALL WIRING EQUIPMENT CONDITIONS, AND CHANGES WHILE COMPLETING THIS CONTRACT. THE AS-BUILT DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT. PART 2 - PRODUCTS 2.1 GENERAL: A. ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED, NEW, AND FREE FROM DEFECTS. B. ALL ITEMS OF MATERIALS AND EQUIPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION AS SUITABLE FOR THE USE INTENDED. C. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 10,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER THE GOVERNING JURISDICTION. 2.2 MATERIALS AND EQUIPMENT: A. CONDUIT: 1. RIGID METAL CONDUIT (RMC) SHALL BE HOT-DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING ENDS AND THREADS AND ENAMELED OR LACQUERED INSIDE IN ADDITION TO GALVANIZING. 2. LIQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL LISTED. 3. CONDUIT CLAMPS, STRAPS AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL BE COMPRESSION AND CONCRETE TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL BE INSTALLED ON ALL CONDUIT TERMINATIONS. 4. NONMETALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC. INSTALL USING SOLVENT-CEMENT-TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER. B. CONDUCTORS AND CABLE: 1. CONDUCTORS AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT THERMOPLASTIC, SINGLE CONDUCTOR, COPPER, TYPE THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, #12 AWG SHALL BE THE MINIMUM SIZE CONDUCTOR USED. 2. #10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED AND #8 AWG AND LARGER CONDUCTORS SHALL BE STRANDED. 3. SOLDERLESS, COMPRESSION-TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED CONDUCTORS. 4. STRAIN-RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL BE SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S RECOMMENDATIONS. 5. ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, J-BOXES, EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, BRADY, OR APPROVED EQUAL). C. DISCONNECT SWITCHES: 1. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD-FRONT, QUICK-MAKE, QUICK-BREAK, EXTERNALLY OPERABLE, HANDLE LOCKABLE AND INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INDICATED, UL LABELED FURNISHED IN NEMA 3R ENCLOSURE, SQUARE-D OR ENGINEER APPROVED EQUAL. D. CHEMICAL ELECTROLYTIC GROUNDING SYSTEM: 1. INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE FREE ELECTRODE CONSISTING OF RODS WITH A MINIMUM #2 AWG CU EXOTHERMICALLY WELDED PIGTAIL, PROTECTIVE BOXES, AND BACKFILL MATERIAL. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD TYPES K2-(*)CS OR K2L-(*)CS (*) LENGTH AS REQUIRED. 2. GROUND ACCESS BOX SHALL BE A POLYPLASTIC BOX FOR NON-TRAFFIC APPLICATIONS, INCLUDING BOLT DOWN FLUSH COVER WITH "BREATHER" HOLES, XIT MODEL #XB-22. ALL DISCONNECT SWITCHES AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS ID NUMBERING, AND THE ELECTRICAL POWER SOURCE. 3. BACKFILL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL. E. SYSTEM GROUNDING: 1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG BARE, SOLID, TINNED, COPPER. ABOVE GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE NOTED. 2. GROUNDING BUSES SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION. STANDARD BUS BARS MGB, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE IDENTIFIED WITH MINIMUM 3/4" LETTERS BY WAY OF STENCILING OR DESIGNATION PLATE. 3. CONNECTORS SHALL BE HIGH-CONDUCTIVITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING CONNECTORS FOR THE MATERIALS USED. USE TWO-HOLE COMPRESSION LUGS WITH HEAT SHRINK FOR MECHANICAL CONNECTIONS. INTERIOR CONNECTIONS USE TWO-HOLE COMPRESSION LUGS WITH INSPECTION WINDOW AND CLEAR HEAT SHRINK. 4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED. 5. GROUND RODS SHALL BE COPPER-CLAD STEEL WITH HIGH-STRENGTH STEEL CORE AND ELECTROLYTIC-GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, 5/8"x10'-0". ALL GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. 6. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLBOXES, DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. F. OTHER MATERIALS: 1. THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK. 2. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. G. PANELS AND LOAD CENTERS: 1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN. 4. ANTENNA GROUNDING BAR: ANDREW CORPORATION PART #UGBKIT-0424-T MOUNT GROUND BAR DIRECTLY TO TOWER. SECURE TO TOWER WITH STAINLESS STEEL MOUNTING MATERIAL. 5. GROUNDING BAR: LOCATED CLOSE TO GRADE LOCK BOX TESSCO PART #351546: INSTALL PER MANUFACTURER GUIDELINES. 6. EXOTHERMIC OR COMPRESSION CONNECTION FOR PIPE MOUNT TO ANTENNA ROUTE CONDUCTOR TO NEAREST GROUNDING BAR SO THE GROUNDING CONDUCTORS PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND. USE #2 AWG SOLID TINNED COPPER CONDUCTOR. GROUNDING CONNECTION SHALL BE LOCATED AT THE TOP 2" OF PIPE. 7. ALL GROUNDING CONDUCTORS SHALL BE #2 AWG SUNLIGHT RESISTANT-TINNED STRANDED COPPER UNLESS NOTED OTHERWISE. 8. ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED. GROUND WIRES SHALL NOT BE LOOPED OR SHARPLY BENT. 9. KOPR-SHIELD ANTI-OXIDATION COMPOUND SHALL BE USED ON ALL COMPRESSION GROUNDING CONNECTIONS. 10. ALL EXOTHERMIC CONNECTIONS SHALL BE INSTALLED UTILIZING THE PROPER CONNECTION/MOLD AND MATERIALS FOR THE PARTICULAR APPLICATION. 11. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH AN EXTERNAL TOOTHED LOCK WASHER. GROUNDING BUS BARS MAY HAVE PRE-PUNCHED HOLES OR TAPPED HOLES. ALL HARDWARE SHALL BE SECURITY TORQUE HARDWARE 3/8" STAINLESS STEEL. 12. EXTERNAL GROUNDING CONDUCTOR SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES IN ANY METAL OBJECTS, CONDUITS, OR SUPPORTS TO PRECLUDE ESTABLISHING A MAGNETIC CHOKE POINT. 13. PLASTIC CLIPS SHALL BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUNDING CONDUCTOR SHALL NOT BE USED. 14. IF COAX ON ICE BRIDGE IS MORE THAN 6' FROM THE GROUND BAR AT THE BASE OF THE TOWER, A SECOND GROUND BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE RUN TO GROUND THE COAX GROUND KIT AND THE IN-LINE SURGE ARRESTORS (SURGE ARRESTORS INSTALLED BY LUCENT ONLY HAVE 6' GROUND TAILS). 15. CONTRACTOR SHALL REPAIR/REPLACE EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE. NOTE: 1. ALL GROUNDING CONDUCTORS SHALL BE #2 AWG SUNLIGHT RESISTANT-TINNED STRANDED COPPER UNLESS NOTED OTHERWISE. 2. ALL RRUS WILL REQUIRE A TOP AND BOTTOM CONNECTION. A ALPHA SECTOR BETA SECTOR GAMMA SECTOR PROPOSED GROUNDING (TYP) A A PROPOSED RRU (TYP) EXISTING ANTENNA (TYP) A 8. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED WITHIN +/- 5% AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.5% AS DEFINED BY THE RFDS. REFER TO ND-00246. 9. JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR. 10. CONTRACTOR SHALL RECORD THE SERIAL #, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. 11. TMA'S SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION. TORQUE REQUIREMENTS 12. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. 13. ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION. A. RF CONNECTION BOTH SIDES OF THE CONNECTOR. B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE. EXAMPLE OF SOLID SURFACE: GROUND BAR, ANTENNA BRACKET METAL. C. ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB-FT (12 NM). 14. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB-FT (58 NM). 15. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE IS NO LONGER LOOSE. 16. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB-FT (24.4 - 29.8 NM). 17. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB-IN (1.7 - 2.3 NM). FIBER & POWER CABLE MOUNTING 18. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY. WHEN INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED INTO AN INTER DUCT AND A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM. NFPA 70 (NEC) ARTICLE 770 RULES SHALL APPLY. 19. THE TYPE TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY AND SHALL BE SECURED AT INTERVALS NOT EXCEEDING (6) SIX FEET. AN EXCEPTION; WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY WHICH ARE SERVING UTILIZATION EQUIPMENT OR DEVICES, A DISTANCE (6) SIX FEET SHALL NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING. NFPA 70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY. 20. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY. COAXIAL CABLE NOTES 21. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 22. CONTRACTOR SHALL VERIFY THE DOWN-TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 23. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING STANDARD" ND-00027 LATEST VERSION. 24. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0". 25. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0" OC. 26. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 27. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. 28. CONTRACTOR SHALL GROUND ALL EQUIPMENT. INCLUDING ANTENNAS, RET MOTORS, TMA'S, COAX CABLES, AND RET CONTROL CABLES AS A COMPLETE SYSTEM. GROUNDING SHALL BE EXECUTED BY QUALIFIED WIREMEN IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATION AND RECOMMENDATION. 29. CONTRACTOR SHALL PROVIDE STRAIN-RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES, COAX CABLES, AND RET CONTROL CABLES. CABLE STRAIN-RELIEFS AND CABLE SUPPORTS SHALL BE APPROVED FOR THE PURPOSE. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 30. CONTRACTOR TO VERIFY THAT EXISTING COAX HANGERS ARE STACKABLE SNAP IN HANGERS. IF EXISTING HANGERS ARE NOT STACKABLE SNAP IN HANGERS THE CONTRACTOR SHALL REPLACE EXISTING HANGERS WITH NEW SNAP IN HANGERS IF APPLICABLE. GENERAL CABLE AND EQUIPMENT NOTES 31. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION. 32. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS. 33. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. 34. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED. 35. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: A. dDWZdhZ^,>>KsϱϬΣ&͘ B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 36. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. A. GROUNDING AT THE ANTENNA LEVEL. B. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL CABLE GROUNDING REQUIRED. C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL. D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 37. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND 38. BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. 39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE COAX CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR TO INSTALLATION. 40. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS. 41. ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL A 12'-0" T-BOOM SECTOR ANTENNA MOUNT, IF APPLICABLE, INCLUDING ALL HARDWARE. GROUNDING NOTES 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN COMPLIANCE WITH NEC SECTION 250 AND AT&T GROUNDING AND BONDING REQUIREMENTS (ATT-TP-76416) AND MANUFACTURER'S SPECIFICATIONS. 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. 4. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUNDING KITS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. A. GROUNDING AT THE ANTENNA LEVEL. B. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200', ADDITIONAL CABLE GROUNDING REQUIRED. C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL. D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 46. ALL PROPOSED GROUNDING BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUNDING BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUNDING BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. ROUNDS AND SHAPES. ASTM A563: ARCBON AND ALLOY STEEL NUTS. ASTM B695: COATINGS OF ZINC MECHANICALLY DEPOSITED ON IRON AND STEEL. ASTM F436: HARDENED STEEL WASHERS. ASTM F959: COMPRESSIBLE-WASHER-TYPE DIRECT TENSION INDICATOR FOR USE WITH STRUCTURAL FASTENERS. C. AMERICAN WELDING SOCIETY (AWS): AWS A5.1: COVERED CARBON STEEL ARC WELDING ELECTRODES. AWS A5.5: LOW ALLOY STEEL COVERED ARC WELDING ELECTRODES. AWS D1.1: STRUCTURAL WELDING CODE - STEEL. D. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC): "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 BOLTS OR ASTM A490 BOLTS" AS ENDORSED BY AISC. E. STEEL STRUCTURES PAINTING COUNCIL (SSPC): SSPC-SP3: POWER TOOL CLEANING. SSPC-PAINT 11: RED IRON OXIDE, ZINC CHROME, RAW LINSEED OIL OR ALKYD PAINT. 1.3 SUBMITTALS: A. SUBMIT THE FOLLOWING FOR APPROVAL: 1. FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, AND ALL TOP STEEL ELEVATIONS. B. WELDERS SHALL BE QUALIFIED AS PRESCRIBED IN AWS D1.1. PART 2 - PRODUCTS 2.1 STRUCTURAL STEEL: A. SHAPES, PLATES AND BARS SHALL CONFORM TO ASTM A36 AND ASTM A992. B. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE B. 2.2 ANCHOR BOLTS: A. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 WITH HEAVY HEXAGONAL NUTS. 2.3 BOLTS: A. COMMON (MACHINE) BOLTS SHALL CONFORM TO ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE COMMON BOLT ASSEMBLY SHALL CONSIST OF A BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER. B. HIGH STRENGTH BOLT SHALL CONFORM TO ASTM A325, ONE HIGH STRENGTH BOLT ASSEMBLY SHALL CONSIST OF A HEAVY HEX STRUCTURAL BOLT, A HEAVY HEX NUT, A HARDENED WASHER CONFIRMING WITH ASTM F436 AND A DIRECT TENSION INDICATOR CONFORMING WITH STM F959. THE HARDENED WASHER SHALL BE INSTALLED AGAINST THE ELEMENT TURNED IN TIGHTENING.UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS. 2.4 WELDING ELECTRODES: A. WELDING ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE COMPATIBLE WITH THE WELDING PROCESS SELECTED. 2.5 PRIMER: A. PRIMER SHALL BE RED OXIDE-CHROMATE PRIMER COMPLYING WITH SSPC PAINT SPECIFICATION NO. 11. PART 3 - EXECUTION 3.1 FABRICATION: A. SHOP FABRICATE AND ASSEMBLY MATERIALS AS SPECIFIED HEREIN. 1. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC-ASD SPECIFICATION, AND AS INDICATED ON THE APPROVED SHOP DRAWINGS. 2. ALL EXPOSED STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED PER ASTM. 3. PROPERLY MARK AND MATCH-MARK MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO LOCATION FOR WHICH INTENDED. 4. FABRICATE AND DELIVER IN A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD HANDLING OF MATERIALS. 5. WHERE FINISHING IS REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF UNITS, BEFORE START OF FINISHING OPERATIONS. 6. PROVIDE FINISH SURFACE OF MEMBERS EXPOSED IN THE FINAL STRUCTURE FREE FROM MARKINGS, BURNS, AND OTHER DEFECTS. B. PROVIDE CONNECTIONS AS SPECIFIED HEREIN: 1. PROVIDE BOLTS AND WASHERS OF TYPES AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. USE 3/4 INCH DIAMETER A325 BOLTS UNLESS NOTED OTHERWISE. 2. INSTALL HIGH STRENGTH THREADED FASTENERS IN ACCORDANCE WITH RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS." 3. WELDED CONSTRUCTION SHALL COMPLY WITH AWS D1.1 FOR PROCEDURES, APPEARANCE, QUALITY OF WELD, AND METHODS USED IN CORRECTING WELDED WORK. 4. THE FABRICATOR SHALL FURNISH AND INSTALL ERECTION CLIPS FOR FIT-UP OF WELDED CONNECTIONS. 5. DOUBLE ANGLE MEMBERS SHALL HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 OF THE AISC-ASD SPECIFICATION. 6. GUSSET AND STIFFENER PLATES SHALL BE 3/8 INCH THICK MINIMUM. 3.2 PRIMING: A. STRUCTURAL STEEL SHALL BE PRIMED AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. B. STRUCTURAL STEEL SURFACE PREPARATION SHALL CONFORM TO SSPC-SP3, "POWER TOOL CLEANING." C. SURFACE PREPARATION AND PRIMER SHALL BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE AS INCLUDED IN THE ASD MANUAL OF STEEL CONSTRUCTION. D. MATERIALS SHALL REMAIN CLOSED UNTIL REQUIRED FOR USE, MANUFACTURER'S POT-LIFE REQUIREMENTS SHALL BE STRICTLY ADHERED TO. E. PRIMER SHALL BE APPLIED TO DRY, CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER PRIMING SHALL NOT BE DONE WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREE F. THE RELATIVE HUMIDITY IS MORE THAN 90 PERCENT, OR THE SURFACE TEMPERATURE IS LESS THAN 5 DEGREE F ABOVE THE DEW POINT. F. GENERALLY ALL PRIMER SHALL BE SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE RESTRICTED TO TOUCHUP AND TO AREAS NOT ACCESSIBLE BY SPRAY GUN. G. PRIMER SHALL BE UNIFORMLY APPLIED WITHOUT RUNS, SAGS, SOLVENT BLISTERS, DRY SPRAY OR OTHER BLEMISHES. ALL BLEMISHES AND OTHER IRREGULARITIES SHALL BE REPAIRED OR REMOVED AND THE AREA RE-COATED. SPECIAL ATTENTION SHALL BE PAID TO CREVICES, WELD LINES, BOLT HEADS, CORNERS, EDGES, ETC., TO OBTAIN THE REQUIRED NOMINAL FILM THICKNESS. H. THE DRY FILM THICKNESS OF THE PRIMER SHALL BE 2.0 MILS. I. IF THE PRIMER IS DAMAGED BY WELDING OR PHYSICAL ABUSE, THE AREA SHALL BE TOUCHED-UP AND REPAIRED. THE TOUCHUP PAINT SHALL BE COMPATIBLE WITH THE APPLIED PRIMER WITH MINIMUM DRY FILM THICKNESS OF 1.5 MILS. 3.3 INSTALLATION: A. INSTALLATION OF STRUCTURAL STEEL SHALL COMPLY WITH AISC "CODE OF STANDARD PRACTICE." B. STRUCTURAL FIELD WELDING SHALL BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC PROCESS. WELDED CONSTRUCTION SHALL COMPLY WITH AWS D1.1. C. PROVIDE ANCHOR BOLTS AND OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO ELEVATOR SHAFT WALLS AND OTHER IN-PLACE WORK. PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY FOR PRESETTING BOLTS AND ANCHORS TO ACCURATE LOCATIONS. D. SPLICE MEMBERS ONLY WHERE INDICATED ON THE DRAWINGS. E. ANY GAS CUTTING TORCHES HAVE TO BE APPROVED IN WRITING BY THE PROJECT STRUCTURAL ENGINEER. F. PROVIDE TEMPORARY SHORING BRACING WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR IMPOSED LOADS. REMOVE TEMPORARY CONNECTIONS AND MEMBERS WHEN PERMANENT MEMBERS ARE IN PLACE AND THE FINAL CONNECTIONS HAVE BEEN MADE. G. ALIGN AND ADJUST MEMBERS, AND OTHER SURFACES WHICH WILL BE IN PERMANENT CONTACT, BEFORE ASSEMBLY. H. HIGH-STRENGTH BOLTS AS A MINIMUM, SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED IN THE LATEST AISC SPECIFICATION. ALL HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN DRAWINGS TO BE USED IN PRETENSIONED OR SLIP-CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT TENSION NOT LESS THAN THAT GIVEN IN AISC TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE FOLLOWING METHODS: TURN-OF NUT METHOD, A DIRECT-TENSION-INDICATOR, TWIST-OFF-TYPE TENSION-CONTROL BOLT, CALIBRATED WRENCH, OR ALTERNATIVE DESIGN BOLT. VALMONT DUAL SWIVEL MOUNTS FOR RRU'S KIT CONTRACTOR TO USE "THREAD LUBRICANT" ON (2 SWIVEL MOUNTS PER KIT) MOUNTING BOLTS DURING INSTALLATION RAYCAP DC6-48-60-18-8C SIZE, WxDxH: 18.17"x20.06"x6.37" WEIGHT: 26.2 LBS NOMINAL OPERATING VOLTAGE: 48 VDC VOLTAGE PROTECTION RATING: 400 V WIND LOADING: 150 MPH SUSTAINED (105.7 LBS) WIND LOADING: 195 MPH GUST (213.6 LBS) 11" 31.25" 13.25" 31.25" 11" 18.5" VALMONT RRUDSM MOUNTING PIPE VALMONT RRUDSM AND HARDWARE (TYP) AT&T RRU AND HARDWARE SUPPLIED BY MANUFACTURER (TYP) NOTE: ANTENNA NOT SHOWN FOR CLARITY BETA SECTOR ͗ϭϮϬΣ GAMMA SECTOR ͗ϮϰϬΣ ALPHA SECTOR ͗ϬΣ BETA SECTOR ͗ϭϮϬΣ GAMMA SECTOR ͗ϮϰϬΣ PROPOSED DC6-48-60-18-8C SQUID ANTENNA REQUIREMENTS (VERIFY WITH CURRENT RFDS) PROPOSED LTE TRANSMISSION CABLES SECTOR FINAL ANTENNA CONFIGURATION ANTENNA AZIMUTH NUMBER OF RRU'S FROM DC SURGE TO DC6-48-60-18-8F (DC POWER) FROM LTE BBU TO RRU (TELCO) FROM RRU TO TRIPLEXER FROM BBU TO DC6-48-60-18-8C RET CABLES FINAL EXISTING PART # QTY у>E'd, PART # QTY у>E'd, PART # QTY у>E'd, PART # QTY у>E'd, PART # QTY у>E'd, A1 A2 B1 B2 G1 G2 PART NUMBERS PROVIDED ARE FOR ROSENBERGER SITE SOLUTIONS *EACH (18) PAIR FIBER TRUNK CABLE TRANSMITS SIGNAL FOR UP TO (18) RRU'S **EACH (6) CONDUCTOR (3 PAIR) POWER CABLE SUPPLIES POWER FOR UP TO (3) RRU'S RAD CENTER MECHANICAL DOWNTILT TECHNOLOGY ANTENNA FINAL A3 B3 G3 LTE (SBJAH4-1D65B-DL) EX ϬΣ 133' 3 2 4 EX ϭϮϬΣ 133' 3 2 4 EX ϮϰϬΣ 133' 3 2 4 WR-VG66ST-BRD - 7/8" 2 183' FINAL NUMBER OF TMA'S EXISTING FINAL A4 B4 G4 LTE (SBJAH4-1D65B-DL) LTE (SBJAH4-1D65B-DL) EXISTING DC6-48-60-18-8F SQUID PROPOSED DIPLEXERS DBC0051F3V51-2 (TYP 6X) 1 - 1 - 1 - (3) EXISTING RRUS 32 B2 EXISTING DC6-48-60-18-8F SQUID PROPOSED RRUS 32 (TYP 3X) PROPOSED RRUS 32 B66 (TYP 3X) FB-L98B-034 1 183' EXISTING ANTENNAS SBJAH4-1D65B-DL (TYP 3X) (3) EXISTING RRUS 11 (3) EXISTING RRUS 32 B2 (3) EXISTING RRUS 11 REMOVE: (3) TMAs INSTALL: (6) DIPLEXERS (6) RRUs (1) SQUID EXISTING AT&T FEEDLINES (6) EXISTING 1-5/8" COAX (2) EXISTING 3/4" DC LINE (1) EXISTING 3/8" FIBER EXISTING AT&T FEEDLINES (6) EXISTING 1-5/8" COAX (2) EXISTING 3/4" DC LINE (1) EXISTING 3/8" FIBER (2) PROPOSED 7/8" DC (1) PROPOSED 3/8" FIBER MONOPOLE EXISTING CHAIN-LINK FENCE W/ 3 STRANDS BARBED WIRE EXISTING AT&T ICE BRIDGE EXISTING ICE BRIDGE (TYP) EXISTING UTILITY H-FRAME EXISTING CONC EQUIPMENT PAD EXISTING HVAC UNIT (TYP) EXISTING AT&T GPS ANTENNA EXISTING AT&T FEEDLINES (6) EXISTING 1-5/8" COAX (2) EXISTING 3/4" DC LINE (1) EXISTING 3/8" FIBER JUMPER INSTALL AT&T FEEDLINES (2) NEW 7/8" DC LINE (1) NEW FIBER SCOPE OF WORK: RELOCATE WCS RRU 32s AND RRU 32 B66s FROM GROUND TO TOWER. REMOVE RRU 12 AWS, REMOVE TRIS, REMOVE BBUs, (3) BREAKER SWAPS, ADD CONVERTER SHELF, SWAP SFP TO 10GIG VERSIONS COUNTY: HAMILTON 4TXRX STRUCTURE TYPE: 150' MONOPOLE ϭϲϴ͘ϳΖц 133' AGL OVERALL STRUCTURE HEIGHT: CONSTRUCTION TYPE: ANTENNA C/L HEIGHT: REV. DATE DESCRIPTION SHEET NUMBER: SHEET TITLE: PLANS PREPARED FOR: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF AT&T AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF AT&T. 220 MERIDIAN STREET INDIANAPOLIS, IN 46204 PLANS PREPARED BY: MLA PARTNER: DRAWING NOTICE: P O D 4TXRX CONSTRUCTION DRAWINGS BLACK & VEATCH LTD. OF MICHIGAN 6800 W. 115TH ST, SUITE 2292 OVERLAND PARK, KANSAS 66211 (913) 458-2000 SITE INFORMATION: 814337 BU NUMBER: DRAWN BY: CHECKED BY: DATE: JTL MEP 5.31.17 POD NUMBER: 17-14585 1451 E 96TH STREET INDIANAPOLIS, IN 46280 COUNTY: HAMILTON CHESTERTON (IN0470) B 6.27.17 90s FOR REVIEW C 7.7.17 90s FOR REVIEW D 7.11.17 90s FOR REVIEW DRIVE DIRECTIONS DEPARTMENT A&E MANAGER ZONING/PERMITTING AGENT SITE ACQUISITION AGENT LAND/TOWER OWNER CONSTRUCTION MANAGER RF ENGINEER NAME / SIGNATURE DATE TITLE SHEET AND PROJECT INFORMATION TITLE PAGE TITLE PAGE TITLE SHEET AND PROJECT INFORMATION CIVIL: C-1 OVERALL SITE LAYOUT TECHNICAL: T-1 TOWER ELEVATIONS T-2 ANTENNA & COAX CONFIGURATION T-3A LTE SCHEMATIC T-3B LTE SCHEMATIC T-3C LTE SCHEMATIC T-4 EQUIPMENT DETAILS T-5 STRUCTURAL NOTES T-6 EQUIPMENT NOTES ELECTRICAL: E-1 ANTENNA GROUNDING PLAN E-2 ELECTRICAL SECTION NOTES E-3 ELECTRICAL SECTION NOTES NOTES: N-1 GENERAL NOTES NOTICE TO CONTRACTOR PER INDIANA STATE LAW IC-8-1-26-18, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. THIS SITE IS IN CITY OF CARMEL, HAMILTON COUNTY. NOT INDIANAPOLIS, MARION COUNTY. THIS SITE IN HAMILTON COUNTY HAS AN INDIANAPOLIS, MARION COUNTY ADDRESS. TAKE I465 TO US431 ON THE NORTH SIDE AND GO NORTH TO 96TH ST. AND TURN WEST (LEFT). TURN NORTH THE PURPOSE OF THIS PROJECT IS TO REMOVE (3) EXISTING TMAs, AND (1) RET CABLE AND TO PLACE (6) NEW RRUs, (6) NEW DIPLEXERS, (1) NEW SQUID, (2) NEW DC CABLES, AND (1) NEW FIBER.