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HomeMy WebLinkAboutA2P0045B_L700-Original Permit Package (BPSA CDs)Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Permit #: SLC 1409-0281 Job Location: 6189 N U S 1 Permit Type: UTILITY BUILDING PERMIT Online address: htip://www.stiucieco.org/planning/pemitting.htm Quick Links: Permit Status Lookup Online Building Inspection System Confirmation #: 213 Status: ISS Issued: 1/812015 City: FORT PIERCE Date Expired: 07108/2015 Job Description: UPGRADE OF EXISTING WIRELESS EQUIPMENT FOR AN EXISTING TELECOMMUNICATIONS TOWER -REMOVING & REPLACE UMTS ANTENNA PROPOSED LTE 70011JMTS AWS REPLACEMENT ANTENNA (SEE PAGE A-3) TOTAL REPLACEMENT SAME FOR SAME NO ADDITIONAL ANTENNAS. Subdiv: Lot: Setbacks Left: Number of Units: Flood Map: Block: Right: Floors: 1 Flood Zone: X Parcel: 1406-413-0003-00018 Front: Rear: Zoning: CIS Buildings: 1 Square Footage: Elev: Contractor DANIEL AULT OLIN WAYNE COMPANIES INC (239) 776-5884 3060 ORANGE GROVE TRAIL NAPLES, FL 34120 Property Owner FRANK K SPAIN (772) 465-9164 409 S BEACH RD HOBE SOUND, FL 33455 Tenant T-MOBILE T-MOBILE (954) 854-9863 1300 CONCORD TERR # 200 SUNRISE, FL 33323 Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida Building Code Including those for all electric, plumbing, mechanical, roofing and structural work. Further he/she acknowledges responsibility to comply with all requirements of the 2007 Florida Bulding Code and the St Lucie County Land Devlelopment Code. Issuance of this permit may be appealed to the St. Lucie county Board of Adjustment by an aggrieved party by filing a notice of appeal with St. Lucie County Growth Management Director within thirty (30) days of the issuance of this permit in accordance with St. Lucie County Land Cevelopment Code, Section 11.11.00., Appeals. Building Permits shall expire and become null and void if work authorized by such Building Permit is not commenced, having called for and received a satisfactory Inspection within six (6) months from the date of issuance of the permit or if the work is not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date of issuance of the Building Permit in accordance with St Lucie County Land Development Code Section 11.05.01 (A)(2). NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the records of this county, and there may be additional permits required from other governmental entities such as water management disitricts, state agencies, or federal agencies. s:553.79(10), F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. a NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORIDNG YOU NOTICE OF COMMENCEMENT, s:713.135 (10(a), F.S. Carl Peterson Date Building Official Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462.2172 Fax:(772)462-6443 Inspection Card Permit # : 1409-0281 Online address: http://www.stlucleco.org/planning/permitting. him Quick Links: Permit Status Lookup Online Building Inspection System A a No ys 3 Page 1 of 2 Permit# SLC-1409-0281 213 Status ISS #Confirmation Issued: 1/8/2015 Type: UTILITY Job Location: 6189 N U S 1 City: Fort Pierce Jurisdiction: SAINT LUCIE COUNTY Parcel: 1406-4130003-000/8 Subdivision: Lot: Block: Flood: X Elev: Flood Map: 86G Set backs: Left: Right: Front: Rear: Job Description: Upgrade Of Existing Wireless Equipment For An Existing Telecommunications Tower -Removing & Replace Umts Antenna Proposed Lte 700/Umts Aws Replacement Antenna (See Page A-3) Total Replacement Same For Same No Additional Antennas. Contractor Daniel Ault -- Carl # 29036 3060 Orange Grove Trail Property Owner Frank K Spain 409 S Beach Rd Tenant T-Mobile T-Mobile 1300 Concord Terr # 200 Permit,o Status 1409-0281-01 sued Olin Wayne Companies Inc (239) 776-5884 Naples, FL 34120 (772)465-9164 Hobe Sound, FL 33455 (954)854-9863 Sunrise, FL 33323 SUB -PERMITS Permit Type Cart # ELECTRIC -COMMERCIAL 29088 DBA Owner/Builder Essential Electrical Solutions Inc For the automated inspection system call (866) 284-1280. To schedule an inspection online go to http:llcodeinspectionpublic.stlucieco.gov. All inspections requested prior to 9:00 PM will be scheduled for the next business day. Inspection requests between 9:00 PM Friday and 9:00 PM Monday will be scheduled for the following Tuesday. If you require any assistance please contact the Building Department at (772) 462-2172. Inspection Notes: Permit# Code Description ENGINEERS REPORT- 1409-0281 106 ORIGINAL -TURN INTO OFFICE FOR INSTALLATION OF ANTENNAS 1409-0281 238 ELECTRIC ROUGH 1409-0281 280 ELECTRIC FINAL Priority Schad. Date Res Description inspector 1 2 2 Insp. Date Report prepared on 1/8/2015 8:30:23 AM Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 1409-0281 999 FINAL INSPECTION Inspection Card Permit # : 1409-0281 Online address: http:lly .stlucieco.org/planning/permitting.htm Quick Links: Permit Status Lookup Online Building Inspection System Total Inspections: 4� PC) 0 r' S Report prepared on 1/8/2015 8:30:23 AM PERMIT NUxit18R JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT SAINT LUCIE COUNTY FILE # 3996520 09,192014 at 03:11 AM OR BOOK 3673 PAGE 959 - 959 Doc Typo: NC RECORDING: $10.00 A2P004513 NOTICE OF UgiyjfymNuL1mh11iNI The undersigned hereby given notice that improvement will be made to certain read property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 1406-413-0003-000-8 0 2. GENERAL DESCRIPTION OF IMPROVEMENT: upgrade of existing wireless equipment 3. OWNER INFORMATION: a. Name T-Mnhile f b. Address 1300 Concord Terrace Suite 200 Sunrise FL 33323 c. interest in property Lease Hold d. Name and address of fee simple titleholder (if otter than owner) Frank KC Spain PO Box 1149 Hobe Sound, FL 3347S 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Olin Wayne Companies Inc. 3060 Orange Grove Trail Naples FL 34120 239-776-5884 5. SURETY'S NAME, ADDRESS AND PHONE. NUMBER AND BOND AMOUNT: N/A 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (I)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: S. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: N/A Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) 20_ Signature of Owner or Owner's Authorized O State of Florida J 0el aado - Pet Miiw Clel;yt° l QLv. Print Name and Provide Signatory's Tile/Office Countyof t�'i. �`1 The foregoing t�ment was acknowledged before me this `—�"l day of r, -4 ��3\ 20 ? C By cJ—i..�-C .�� e�c_�C�u1 , as (Name of person) e.g. Owner, officer, trustee, attorn in fact) VV For � � — l� _ (Type of authority (Name of party on behalf of whom instrument was executed) Personally Known— or produced the following type of ID: Mulct/ bla. Stau of la �t Mm y Coat, fxp6 sMu 2120 , 2017 (Footed Name of Notary Public) (Signature of Notary Public) t - Gonuni lion / PF 007615 Aonaed ihni gMI tl TIFMI Notary Assn. Uh r penalties of perjury, I declare that I have read the foregoing and �ttat the c s 11 ar ru Me beli action 92.525, Florida Statutes). ignature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above: By: x�a, aanw_oovtn«ommst Ms. Denise Correa T-Mobile 1300 Concord Terrace Suite #200 Sunrise, FL 33323 Date: October 13, 2014 Morrison Hershfield Corporation 1455 Lincoln Parkway, Suite 500 Atlanta, GA 30346 (770)379-8500 Subject: Rigorous Structural Analysis Report Site ID: A2P0045B v Site Name: Spain Tower - Carrier: T-Mobile Carrier Site ID: A2P0045B Carrier Site Name: Microwave Sery Co. Site Address: 6189 N. Federal Highway, Fort Pierce, St. Lucie County, FL 34946 Site Coordinates: Latitude: 27.546370 N, Longitude: 80.36860' W Tower Description: 480 ft— Guyed Tower Morrison Hershfield Project Number: TMB-003 / 7140041 Dear Ms. Correa, Morrison Hershfield Corporation has carried out a structural analysis of the above referenced structure for the existing and proposed antenna and equipment noted in Table 2. This rigorous analysis has been performed in accordance with the 2010 Florida Building Code based upon an ultimate 3-second gust wind speed of 160 mph converted to a nominal 3-second gust wind speed of 124 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. This analysis is subject to the assumptions noted. Our analysis demonstrates that the existing tower and foundation ARE in conformance (tower at 104.2% and foundation at 73.4%) with the requirements of the above noted standards under the effects of loading described, provided the guy wires have been re -tension per attached table. We at Morrison Hershfield Corporation appreciate the opportunity of providing our continuing professional services to you and T-Mobile. If you have any questions or need further assistance on this or any other projects please give us a call. Sincerely, Morrison Hershfield Corporation G. Lance Cooke, P.E. (FL License No. 68787) Senior Engineer Certificate of Authorization # 8508 fill,,/It NC E 'i 1 t,o•�STATE OF .�` OR k 8 Q `N A' Job Number: TMB-003 Project Number., 7140041 INTRODUCTION October 13, 2014 Page 2 This tower is a 480-ft guyed tower designed by Pirod, Inc. in May of 1998. The tower was originally designed for a wind speed of 100 mph with no radial ice per RS-222-D. This rigorous structural analysis was performed in accordance with the requirements of the 2010 Florida Building Code based upon an ultimate 3-second gust wind speed of 160 mph converted to a nominal 3-second gust wind speed of 124 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 and Risk Category II were used in this analysis. The structural analysis was based on the following documentation: Table 1 — Documentation Document Description Source Tower Design Pirod, dated 5/6/1998 Client Foundation Mapping FDH Engineering, Project # 09-02196E Client N1, dated 3/5/2009 Geotechnical Evaluation Report FDH Engineering, Project # 09-02196E Client G1, dated 3/18/2009 Previous Structural Analysis Caltrop Telecom, Project # 120-618.01, Client dated 2/22/2013 Previous Structural Analysis Caltrop Telecom, Project # 120-547.03, Client dated 9/5/2012 Previous Structural Analysis Paul J. Ford and Company, Project # Client 68412-0035,dated 8/2/2012 Previous Structural Analysis Caltrop Telecom, Project # 120-547.03, Client dated 7/26/2012 Previous Structural Analysis KCI Technologies, Job # 1002018T, Client dated 6/25/2002 Mount Letter Caltrop Telecom, Project # 12-561.43, Client dated 9/26/2012 Modification Drawings Caltrop Telecom, Project# 120-618.01, Client dated 2/21/2013 Modification Drawings Caltrop Telecom, Project# 120-547.03, Client dated 9/5/2012 Modification Drawings KCI Technologies, Job # 1002018, Client dated 5/27/2002 Modification Drawings Tower Engineering Professional, dated Client 3/10/1998 Proposed Loading RFDS, dated 6/30/2014 Client i"1l_\�I_1 The existing and proposed antennas, transmission lines, and other equipment considered in this analysis were provided by the client and are noted in Table 2. Table 2 — Antenna Loads Elev. ft CITY Antenna/Appurtenance Description Carrier CITY. TX -Lines Notes '**PROPOSED*** 210 3 Andrew DBXNH-6565E-A2M Panel Antenna T-Mobile 1 3 Andrew 3C-TMAT1321B78-21ATMA 3 Nokia FXFC RRU IN Job Number. TMB-003 Project Number., 7140041 October 13, 2014 Page 3 Elev. ft CITY. Antenna/Appurtenance Description Carrier QTY. TX -Lines Notes '**EXISTING*** 442.0 1 Andrew DB224-E Omni Antenna Unknown 1 7/8" 3 1 2' Standoff Mount 441.5 1 10' Dipole Antenna w/ 1' Standoff Mount 1 7/8" 422.5 1 10' Dipole Antenna w/ 1' Standoff Mount - - 410.0 1 10' Omni Antenna 1 1-5/8" 1 5' Standoff Mount 406.0 1 10' Dipole Antenna w/ 1' Standoff Mount - - 373.0 1 18' 8-Bay Dipole Antenna 1 7/8" 1 2' Standoff Mount 370.5 1 20' 4-Bay Dipole Antenna 1 7/8" 1 2' Standoff Mount 356.0 1 4' Omni Antenna 1 7/8" 1 Standoff Mount 350.0 1 12' Omni Antenna 1 1-5/8" 1 1' Standoff Mount 337.0 1 12' Omni Antenna - 1 1' Standoff Mount 317.0 1 Dielectric R55247 Antenna 1 1-5/8" 1 2' Standoff Mount 287.5 2 Yagi Antenna 1 1/2" 226.0 6 Scala AP17-1900/090D Panel Antenna Verizon Wireless 12 1 5/8" 3 CSS X7-665 Panel Antenna 3 Sector Frame Mount 206.5 3 RFS APXV18-206517S-C Panel Antenna T-Mobile 1 12 1.584" 1-5/8 2 3 Nokia FXFB RRU 6 RFS APXI7DWV-17DWVS-A20 Panel Antenna 3 Nokia FRIG RRU 1 Nokia COVP 3 Sector Frame Mount 195.0 6 Kathrein 800-10122 Panel Antenna AT&T Mobility 18 2 2 1-5/8" 7/8" 3/8" 3 3 Kathrein 800-10764 Panel Antenna 12 Kathrein 860-10025 RCU 6 RFS ATM 19801712-0 TMA 6 RFS FDGW5504-3C-3 Diplexers 6 Ericsson RRUS-11 RRU 1 Raycap DC6-48-60-18-8F Squid Fm Job Number: TMB-003 Project Number: 7140041 October 13, 2014 Page 4 Elev. ft QTY. Antenna/Appurtenance Description Carrier QTY. TX -Lines Notes ***EXISTING' 195.0 3 Sector Frame Mount AT&T Mobility 172.0 3 RFS APXV9ERR18-C Panel Antenna Sprint 3 39mm 3 9 RFS ACU-A20-N 12 Ericsson RRUS-11 RRU 3 Ericsson RRUS A2 Module 3 RFS IBC1900HG-1 Combiner 3 Ericsson 800 ESMR Filter 3 Sector Frame Mount 116.5 1 3' Yagi Antenna Unknown 1 3/8" 1 2' Standoff Mount 104.5 1 6' Parabolic Grid Dish 1 1/4" 97.5 1 6' Parabolic Grid Dish 1 1/2" Notes: 1) Proposed loading is in addition to the remaining existing loading at the same elevation, Proposed equipment will utilize the existing mount. 2) (3) RFS APXV18-2065175 Panel Antenna and (3) Nokia FXFB RRU shall be removed prior installation of the proposed loading. 3) Existing loading to remain an the tower. ANALYSIS PROCEDURE tnxTower Version 6.1.4.1, 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 attached at the end of this report. 2.0 ASSUMPTIONS The analysis provided by Morrison Hershfield is based on the theoretical capacity of the structure and is not a condition assessment of the tower. Morrison Hershfield has not performed an engineering inspection of the tower and the analysis was completed based on information supplied by the client. Morrison Hershfield has not made any independent determination of the accuracy of the information provided. 1) Tower and structures were built in accordance with the manufacturer's specifications and the applicable ANSI/TIA/EIA standard. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The tower is assumed to be in good condition and capable of supporting its full design capacity. 4) The foundation was properly designed and constructed for the original design loads. 5) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Table 2. 6) All existing/proposed antennas and antenna mounts are assumed to be adequate for the existing/proposed loads. Analysis of these antennas and antenna mounts is considered to be outside of the scope of this analysis. Morrison Hershfield has not performed an analysis of the existing/proposed antennas or antenna mounts. 7) Existing loading was taken from the structural analysis by Caltrop Telecom, Project # 120-618.01, dated 2/22/2013, and is considered to be correct. 8) Proposed loading was taken from the RFDS, dated 6/30/2014, and is considered to be correct. EN Job Number., TMB-003 Project Number., 7140041 October 13, 2014 Page 5 If any assumptions are not valid or have been made in error, this analysis is invalid. Morrison Hershfield Corporation should be notified to determine the effect on the structural integrity of the tower. 3.0 SUMMARY OF RESULTS The following tables summarize the location and utilized percentage of available capacity for each component of the tower. With consideration to the appropriate safety factors, 100% represents the full capacity of the component. Percentages below 100% indicate available capacity and conformance of the component. Percentages between 100% and 105% indicate an acceptable capacity. Percentages above 105% indicate an overstressed situation requiring structural modification to ensure conformance with the applicable codes and standards. Based on our analysis results, the tower and foundation are within capacity to support the loads under the current loading scenario. Table 3 - Tower Section Capacity Section Elevation Component Size %� Pass No. it Type Capacity_ Fail Ti 480 - 460 Leg 1 1/2 20.5 Pass T2 460 - 440 Leg 2 30.9 Pass T3 440 - 420 Leg 2 27.8 Pass T4 420 - 400 Leg 2 1/2 19.5 Pass T5 400 - 380 Leg 2 1/4 35.2 Pass T6 380 - 360 Leg 2 48.0 Pass T7 360 - 340 Leg 2 44.1 Pass T8 340 - 320 Leg 2 48.1 Pass T9 320 - 300 Leg 2 50.1 Pass T10 300 - 280 Leg 2 74.1 Pass T11 280 - 260 Leg 2 1/4 59.1 Pass T12 260 - 240 Leg 2 1/4 54.1 Pass T13 240 - 220 Leg 2 1/4 56.1 Pass T14 220 - 200 Leg 2 1/4 85.0 Pass T15 200 - 192.5 Leg 2 1/4 71.4 Pass T16 192.5 - 180 Leg 2 1/4 76.7 Pass T17 180 - 160 Leg 2 1/2 59.9 Pass T18 160 - 140 Leg 2 1/2 63.3 Pass T19 140 - 120 Leg 2 1/2 71.0 Pass T20 120 - 100 Leg 2 112 65.1 Pass T21 100 - 80 Leg 2 1/2 64.9 Pass T22 80 - 60 Leg 2 1/2 72.7 Pass T23 60 - 40 Leg 2 112 73.3 Pass T24 40 - 20 Leg 2 1/2 76.1 Pass T25 20 - 4.67 Leg 2 1/2 74.0 Pass T26 4.67 - 0 Leg 2 1/2 66.2 Pass T1 480 - 460 Diagonal 1/2 12.3 Pass T2 460 - 440 Diagonal 5/8 22.8 Pass T3 440 - 420 Diagonal 9/16 23.6 Pass T4 420 - 400 Diagonal 3/4 14.7 Pass T5 400 - 380 Diagonal 7/8 27.3 Pass T6 380 - 360 Diagonal 3/4 13.7 Pass T7 360 - 340 Diagonal 314 34.3 Pass T8 340 - 320 Diagonal 3/4 14.4 Pass T9 320 - 300 Diagonal 3/4 31.3 Pass T10 300 - 280 Diagonal 3/4 44.7 Pass T11 280 - 260 Diagonal 3/4 32.3 Pass T12 260 - 240 Diagonal 3/4 27.9 Pass T13 240 - 220 Diagonal 3/4 33.0 Pass Job Number: TMB-003 October 13, 2014 Project Number. 7140041 Page 6 T15 200 - 192.5 Diagonal 3/4 66.1 Pass T16 192.5 - 180 Diagonal 3/4 104.2 Acceptable T17 180 - 160 Diagonal 3/4 46.6 Pass T18 160 - 140 Diagonal 3/4 81.4 Pass T19 140 - 120 Diagonal 3/4 90.5 Pass T20 120 - 100 Diagonal 3/4 47.1 Pass T21 100 - 80 Diagonal 3/4 61.2 Pass T22 80 - 60 Diagonal 3/4 64.9 Pass T23 60 - 40 Diagonal 3/4 61.5 Pass T24 40 - 20 Diagonal 3/4 26.8 Pass T25 20 - 4.67 Diagonal 3/4 50.6 Pass T26 4.67 - 0 Diagonal 3/4 26.7 Pass T16 192.5 - 180 Horizontal 3/4 16.4 Pass T2 460 - 440 Secondary Horizontal 3/4 8.5 Pass T15 200 - 192.5 Secondary Horizontal 3/4 62.4 Pass T1 480-460 Top Girt 3/4 0.4 Pass T2 460 - 440 Top Girt 3/4 0.7 Pass T3 440-420 Top Girt 3/4 3.5 Pass T4 420 - 400 Top Girt 3/4 0.9 Pass T5 400 - 380 Top Girt 1 7.4 Pass T6 380-360 Top Girt 1 2.8 Pass T7 360 - 340 Top Girt 1 3.0 Pass T8 340 - 320 Top Girt 1 8.8 Pass T9 320-300 Top Girt 1 0.6 Pass T10 300 - 280 Top Girt 1 8.5 Pass T11 280 - 260 Top Girt 1 12.2 Pass T12 260 - 240 Top Girt 1 1.7 Pass T13 240 - 220 Top Girt 1 1.0 Pass T14 220 - 200 Top Girt 1 3.5 Pass T15 200 -192.5 Top Girt 1 5.1 Pass T17 180 - 160 Top Girt 1 20.7 Pass T18 160 - 140 Top Girt 1 6.4 Pass T19 140 - 120 Top Girt 1 10.0 Pass T20 120 - 100 Top Girt 1 7.0 Pass T21 100 - 80 Top Girt 1 2.5 Pass T22 80 - 60 Top Girt 1 11.0 Pass T23 60 - 40 Top Girt 1 12.3 Pass T24 40 - 20 Top Girt 1 2.5 Pass T25 20 - 4.67 Top Girt 1 4.0 Pass T26 4.67 - 0 Top Girt 1 78.7 Pass T1 480 - 460 Bottom Girt 7/8 0.9 Pass T2 460 - 440 Bottom Girt 7/8 7.5 Pass T3 440 - 420 Bottom Girt 7/8 0.7 Pass T4 420 - 400 Bottom Girt 7/8 5.5 Pass T5 400-380 Bottom Girt 1 2.1 Pass T6 380 - 360 Bottom Girt 1 1.9 Pass T7 360 - 340 Bottom Girt 1 9.4 Pass T8 340 - 320 Bottom Girt 1 0.8 Pass T9 320 - 300 Bottom Girt 1 8.2 Pass T10 300-280 Bottom Girt 1 12.7 Pass T11 280 - 260 Bottom Girt 1 2.0 Pass T12 260-240 Bottom Girt 1 1.6 Pass T13 240-220 Bottom Girt 1 12.5 Pass T14 220 - 200 Bottom Girt 1 3.6 Pass T16 192.5 - 180 Bottom Girt 1 15.0 Pass Uh Job Number: TMB-003 Project Number: 7140041 October 13, 2014 Page 7 Section Elevation Component Size % Pass No. ft Type _ _ _ Capacity _,Fail__ T17 180 - 160 Bottom Girt 1 5.9 Pass T18 160 - 140 Bottom Girt 1 23.8 Pass T19 140 - 120 Bottom Girt 1 9.2 Pass T20 120 - 100 Bottom Girt 1 1.8 Pass T21 100 - 80 Bottom Girt 1 11.8 Pass T22 80 - 60 Bottom Girt 1 12.9 Pass T23 60 - 40 Bottom Girt 1 3.5 Pass T24 40 - 20 Bottom Girt 1 3.1 Pass T25 20 - 4.67 Bottom Girt 1 28.4 Pass T26 4.67 - 0 Bottom Girt 1 12.3 Pass T1 480 - 460 Mid Girt 3/4 0.2 Pass T2 460 -440 Mid Girt 314 1.8 Pass T3 440-420 Mid Girt 3/4 1.7 Pass T4 420 - 400 Mid Girt 3/4 1.8 Pass T5 400-380 Mid Girt 1 1.6 Pass T6 380-360 Mid Girt 1 1.2 Pass T7 360 - 340 Mid Girt 1 1.0 Pass T8 340-320 Mid Girt 1 1.5 Pass T9 320-300 Mid Girt 1 1.3 Pass T10 300-280 Mid Girt 1 1.6 Pass T2 460 - 440 Guy A@440.125 13/16 61.2 Pass T5 400 - 380 Guy A@397.25 11116 62.3 Pass T8 340 - 320 Guy A@339.667 11/16 66.6 Pass T11 280 - 260 Guy A@279.667 3/4 69.3 Pass T14 220 - 200 Guy A@220 11/16 86.0 Pass T17 180 - 160 Guy A@179.667 13/16 75.9 Pass T19 140 - 120 Guy A@137,333 13/16 68.4 Pass T22 80 - 60 Guy A@70.3333 13116 58.0 Pass T2 460 - 440 Guy B@440.125 13/16 48.0 Pass T5 400 - 380 Guy B@397.25 11/16 51.8 Pass T8 340 - 320 Guy B@339.667 11/16 53.2 Pass T11 280 - 260 Guy B@279.667 3/4 58.0 Pass T14 220 - 200 Guy B@220 11/16 73.7 Pass T17 180 - 160 Guy B@179.667 13/16 64.9 Pass T19 140 - 120 Guy B@137.333 13116 60.4 Pass T22 80 - 60 Guy B@70.3333 13/16 50.9 Pass T2 460 - 440 Guy C@440.125 13/16 57.1 Pass T5 400 - 380 Guy C@397.25 11/16 59.3 Pass T8 340 - 320 Guy C@339.667 11/16 63.3 Pass T11 280 - 260 Guy C@279.667 3/4 68.4 Pass T14 220 - 200 Guy C@220 11/16 86.4 Pass T17 180 - 160 Guy C@179.667 13/16 76.5 Pass T19 140 - 120 Guy C@137.333 13/16 69.0 Pass T22 80 - 60 Guy C@70.3333 13/16 57.1 Pass T2 460 - 440 Top Guy Pull- 1 1/4 10.4 Pass Off@440.125 T5 400 - 380 Top Guy Pull- 1 1/4 10.2 Pass Off@397.25 T8 340 - 320 Top Guy Pull- 1 1/4 12.2 Pass Off@339.667 T11 280 - 260 Top Guy Pull- 1 1/4 17.0 Pass Off@279.667 T14 220 - 200 Top Guy Pull-Off@220 1 1/4 17.4 Pass T17 180 - 160 Top Guy Pull- 1 1/4 28.7 Pass Off@179.667 T19 140 - 120 Top Guy Pull- 1 1/4 33.1 Pass Job Number: TMB-003 Project Number: 7140041 October 13, 2014 Page 8 Section Elevation Component Size % Pass No. it _Type Capacity— _ Fail _ Off@137.333 T22 80 - 60 Top Guy Pull- 1 1/4 33.0 Pass Off@70.3333 T5 400 - 380 Torque Arm 2 1/4 12.0 Pass Top@397.25 T5 400 - 380 Torque Arm 2 1/4 20.0 Pass Bottom@397.25 Summary Leg (T14) 85.0 Pass Diagonal(T16) 104.2 Acceptable Horizontal (T16) 16.4 Pass Secondary Horizontal (T15) 62.4 Pass Top Girt(T26) 78.7 Pass Bottom Girt (T25) 28.4 Pass Mid Girt (T2) 1.8 Pass Guy A (T14) 86.0 Pass Guy B (T14) 73.7 Pass Guy C (T14) 86.4 Pass Top Guy Pull -Off (T19) 33.1 Pass Torque Arm Top (T5) 12.0 Pass Torque Arm Bottom (T5) 20.0 Pass Bolt Checks 5.1 Pass RATING = 104.2 Acceptable Table 4 — Capacity of Additional Components Component Capacity (%) Pass/Fail Tower Spread Footing 73.4 Pass Guy Anchor Foundation Uplift 57.1 Pass Guy Anchor Foundation Shear 42.2 Pass 4.0 RECOMMENDATIONS All assumptions made in this analysis should be carefully reviewed. Morrison Hershfield should be contacted for any discrepancies so that a full assessment may be made to validate the results of this analysis. ATTACHMENTS: Tower Profile, Program Output, Coax Sketch, Addition Calculations, and RFDS. FM .moan 001t f 4400n 120011 C V Scan n 3400a 'c @za_6 n 300.0 i1 1 250.0 ft 240.0 i1 z404 a I''_ Q 220.0h� 200.0It r92sff}� t0U.01t /y 7y ul !A,ait 1400 ft 1x9an i 100 it Q 70 fi ll 1: 1 60011 40.011 _ 200 if 356 ury R=250.00 PLAN DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE I ELEVATION 'Flaah Season L%Ming I400 ;FRIG 12065 1 QHn4.E .442 iMID 12065 2'Standoff Wind 1442 ,FRIG 12065 i1SDi 1'S1anJ°i(M1bun1 '1tt0'Iwl ]V Standoff MaineOGW ib WMp _ 1411,5 441.5 _.____..._.__1121 .iZ_. _ .. .. 4m j 21ATM19801712-0 ATMm001712-0_____.._„____.__, 121 ATAf190017120 ,121 F"v5041]C] y2FDGWeS0413C-3 I196 195 IDS 1gS it➢=____ i s'Standoff M1bup1 4ID ('-)FOGW"v50413C-] i 195 --" 11U Dianne _1406 I1 Standoff Mn1 _ ItOslpol �2SLadi l!--nl _43 '2Y Died. mG 373 _ 370.5 _ (2)RRU511 j(2)RRUS-11_ 1(2)RRUS-11 ,DC41&60-t&BF Sasso, monal 195 1195 _ — 195 _ _I ]IDS 1195 . 2' Standish Mount 137p5 Satls, We'd 1195 4'Whip 13W 'Sector Mount 1195 .5Standoff Moan ]]50 (2) 000.10122 wl pipe mount 1195 11 Z'Whlp, 13W I21060-1012Zwl pipe un1 ]195 Y Standoff Moum ---i 350 I2106o-10122 wr pipe mount 1195 �12WMP 1337 _ I000, 076.1 wl pipe mount 195 1'Standoll hbunt 1337 1000.1 W64 wl plpe mount 195 (R55247 1317 000-10744 w1opom°um 105 2 Standoff hlol nl 1Yo0Amenn616) _ _I410G0.10025 _I207.5 _ IAI660.1 W25 195 _ 1195 I Flash Bifocal Li9htn0 _1242 1(4)860-1 W25 1195 I Slant Meant 1226 1(4)RRU5-11 _1172.5 Sodsr Mount 226 14)RRU5-11 172.5 Mount 1226 I(4)RRUS-11 172.5 15vctor hbunl Plpp 1226 IRRUS A2 IAndide 172.5 I(21APi7-190010WDwl (2)AP17-19QWOWD wI M1lounl Pipe 1226 IRRUSA2 hbdule 172.5 1(2)AP17-IW010WD wl Word Pipe 1226 ;RRU5 A2 Wahl. 1172.5 %7465 wl pipe mount i000 ESMR Iin.5 Ix]�645 wl pipe mount I226 YZ6 IOW ESMR 11725 wl pPe mount j220 lam ESLIR 11725 1j—%F645 DB%NH fi565B AZM wl pipe mount 210 1mC1 WOHG-1 1172S DB%NH 65GSB A2M wl pipe msI nl 1210 11BC1 WOHG-1 1172.5 ] DBXNH 65G56 A2M wl pip° mpunl 210 11BC1900HG-1 11715 I3C-TMAT11n B10-21ATMA 1210 1Sector Mount IinS I3C-TMAT1n197&21ATMA I21D ]Sector Mean[ 1172.5 13C-Th1AT1221978-21ATMA1210 1Sector Mount 1in'5 I 1210 A%R6wpo 11pi 1RXFC 5 ]FXFC 12ID I31AP%V9ERR16C wl pipe mount 1172.5 FXFC 21D 1131 APMERRi6-C wl pipe mount 1172.5 COVP 1206,5 (4)ACU-A20-N 1172.5 ,'Seam Mount 1206.5 (4)ACU-A2&N ]92.5 Sestar Moenl 2005 Sons' Mount -----'. 2005 --- . (2)APX17DWV-17DWV5-A20wIPipe 20G.5 °°nt i(2)APX17DWV-17DWVS-A20 wl pipe ii HAS 1(4)ACU-A20N 12' Standoff Msunl _ Y 9 Antenna lSl---11a5 6 God Dish 6'Grld Dish J '1105------j :104 5 97S I 'IZI APXI7DWV-17DWVS-A20W pipe 1Z06.5 �nunanl SYMBOL LIST 0 ® Morrison Hershfield 1455 Lincoln Parkway, Suite MAtlanta, GA spends, 2n91noom Phone: 770-379-8500 you a n 460 0-ft 440 u n NN ygnun �,L r JJ JOaOX 3R J00.011 ,1 re_AX 3.m.o n goon 300.0 ft 20o a a 260 a It 21Rart _ 0 22oaX s 20e0 X 14-41 1a0-5 it 10aan i 16000 it woaIt 6 12oaIt 01Cadit 0OAu 3 � Oils Saus II II 40ua i 2o0u t kip-It(Torque) R=25n a0 0 m PLAN MATERIAL STRENGTH I GRADE I Fy I Fu I GRADE I Fy I Fu I I A572-50 150 kei j65 kui IAN 130 k"i 150 kri I \ TOWER DESIGN NOTES 1. Tower Is located In Saint Lucie County, Florida. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 124 mph basic wind in accordance with the TIA-222-G Standard 4. Deflections are based upon a 60 mph wind. 5. Tower Structure Class It. 6. Topographic Category 1 with Crest Height of 0.00 ft 7. TOWER RATING: 104.2% / 15aK R=250.00 tt ALL REACTIONS ARE FACTORED AlorrisonHershfield Job-TMB-003/7140041 1455 Lincoln Parkway, Suite 500 F'°l°"A2Poaa5e iSpain Tower -'� Atlanta, GA C°°°t' T-Mobile D`"'vneYIT C Aped' Con°uluna Enam°°m Phone: 770-379-8500 code- TIA-222-G Dm°' 10/73/14 Swio: NTS FAX: 770-379-8501 P"0: Dw3 No. E-1 aix Omer Job TMB-003 / 7140041 Page 1 of 17 b✓nncoln P Hershfield Suite fdi5 Lincoln PnrAvno, Suite 500 Project A2P0045B / Spain Tower P Date 13:29:17 10/13/14 Atlanta GA Panne: 770-379-8500 FAX 770-379-85n1 Client T-Mobile Designed by SAC Tower Input Data The main tower is a 3x guyed tower with an overall height of 480.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 11 above the ground line. The face width of the tower is 2.00 ft at the top and tapered at the base. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Saint Lucie County, Florida. Basic wind speed of 124 mph. Structure Class 11. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. Deflections calculated using a wind speed of 60 mph. Pressures are calculated at each section. Safety factor used in guy design is 1. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Consider Moments - Lees Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safely Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Lee Bolts Are At Top Of Section Secondary Horizontal Braces Lee Use Diamond Inner Bracing (4 Sided) Add IBC .6D+W Combination Options Distribute Lee Loads As Uniform Assume Lees Pinned Assume Rigid Index Plate d Use Clear Spans For Wind Area Use Clear Spans For KL/r Relension Guys To Initial Tension J Bypass Must Stability Cheeks Use Azimuth Dish Coeflicients d Project Wind Area of Appurt. Autocale Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Trianeulute Diamond Inner Bmcine Use TIA-222-G Tension Splice Capacity Exemption Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bmcine Forces Ignore Redundant Members in FEA SR Lee Bolts Resist Compression All Lee Panels Have Same Allowable Offset Girt Al Foundation Consider Feedline Torque Include Angle Block Shear Check Poles Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets tri TTowe Job Pager TMB-003 / 7140041 2 of 17 ,Morrison Hershfield Project Date 1455 uncoh, Pa-Mvmv, smrt 500 A2P0045B / Spain Tower 13:29:17 10/13/14 ddania, GA Client Designed by Phone: 770-379-8500 T-Mobile SAC FAX. 770-379-8501 Wind 180 T 7 (7 � IPgA Wind 90 0 Q�4 19 Leg C Z Leg E f G Face G4yB Wind 0 Corner & Starmount Guyed Tower mxTower Job TMB-003 / 7140041 Page 3 of 17 Morrison Hershfield 1455 Lincoln Ruk vmt Suite ;no Project A2P00456 / Spain Tower Date 13:29:17 10/13/14 ddanta, GI Phone: 770-379-8500 FAA": 770-379-8501 Client T-Mobile Designed by SAC Wind 180 Guy C Face Guyed Tower Section Geometry Traver Tracer Assemb(V Description Section Number Section Section Elevation Database 11'idth y% Length Sections TI 480.00-460.00 2.00 1 MOO T2 460.00-440.00 2,00 1 20.00 T3 440.00420.00 2.00 1 20.00 T4 420.00-400.00 2.00 1 MOO T5 400.00-380.00 2.00 1 20.00 T6 380.00-360.00 3.75 1 MOO T7-TIO 360.00-280.00 4.00 4 20.00 TII-T14 280,00-200.00 4.00 4 20.00 T15 200.00-19250 4,00 1 7.50 T16 192.50-180.00 4.00 1 1250 T17 180.00-160.00 4.00 1 20.00 T18-T24 160,00-20.00 4.00 7 20.00 T25 20.004.67 4.00 1 15.33 T26 4.67-0.00 4.00 1 4.67 mxTower Job TMB-003 / 7140041 Page 4 of 17 Morrison Hershfield 1455 Lincoln I'minvm. Spire Sou Project A2P0045B / Spain Tower Date 13:29:17 10/13/14 Jtlanra, GA Phone: 770-379-5500 FAX.. 770-379-5501 Client T-Mobile Designed by SAC Tower Section Geometry cont'd Traver Tower Diagonal ry Bracing Has Has Top Girt Bottom Cirr Section Elevation Spacing Type K Bruce 110rizoum6s Qftet Offer cad TI 480.00-460.00 1.65 X Bruce No No 1.5000 I5000 T2 460.00-440p0 1.65 X Bruce No Yes 1,5000 15000 T3 440.00-420D0 L65 X Brace No No 1,5000 1,5000 T4 420.00-400,00 1.65 X Brace No No 1,5000 1,5000 T5 400.00-380.00 2.33 X Brace No No 4.0000 12,0000 T6 38U.00-360.00 2.33 X Brace No No 4.0000 12.0000 T7-T 10 360,00 280,00 2.33 X Brace No No 4.0000 12.0000 TII-T14 28000-200.00 2.46 XBrace No No 4.0000 0.0000 TI5 MOM-19250 2.06 X Brace No Yes 40000 12.0000 TI6 192,50-180,00 2.23 X Brace No Yes 4.0000 12.0000 TI7 19000-160L00 2,33 XBrace No No 4.0000 12.OIID0 TI8-T24 160M-20,00 2.33 X Brace No No 4,0000 12.0000 T25 20.00-4.67 213 X Brace No No 4.0000 12.0000 T26 4.67-0.00 1.11 X Brace No No 4.0000 12.0000 Tower Section Geometry cont'd Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation 7jpe Site Grade TIPe Size Grade 1+ T1480.00-160,00 Solid Round 11/2 A372-50 Solid Round 112 A36 (50 ksi) (36 ksi) T2 460.00-440.00 Solid Round 2 A572-50 Solid Round 5/8 A36 (50 ksi) (36 ksi) T3440.00-420.00 Solid Round 2 A572-50 Solid Round 9/16 A36 (50 ksi) (36 ksi) T4420.00-400,00 Solid Round 21/2 A572-50 Solid Round 314 A36 (50 ksi) (36 ksi) T5400.00-380,00 Solid Round 21/4 A572-50 Solid Round 7/8 A36 (50 ksi) (36 ksi) T6 380.00-360.00 Solid Bound 2 A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) T7-T 10 Solid Round 2 A572-50 Solid Round 3/4 A36 360.00-280.00 (50 ksi) (36 ksi) TII-T14 Solid Round 2 1/4 A572-50 Solid Round 3/4 A36 280M-200.00 (50 ksi) (36 ksi) 1,I5 Solid Round 2 1/4 A572-50 Solid Round 3/4 A36 200.00-19250 (50 ksi) (36 ksi) T16 Solid Round 2 1/4 A572-50 Solid Round 3/4 A36 192.50-180.00 (50 ksi) (36 ksi) T17 Solid Round 2 1/2 A572-50 Solid Round 3/4 A36 IM00-160.00 (50 ksi) (36 ksi) TI8-T24 Solid Round 2 1/2 A572-50 Solid Round 3/4 A36 160.00-20.00 (50 ksi) (36 ksi) T2520.00-4.67 Solid Round 21/2 A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) T264.67-0.00 Solid Round 2 1/2 A57250 Solid Round 3/4 A36 (50 ksi) (36 ksil wxTOiver Job Page5 TMB-003 / 7140041 of 17 Morrison Hershfield Project Date 1.155 Lincoln Parlmav, mate son A2P00456 / Spain Tower 13:29:17 10/13/14 Allania. GA Client Designed by Phone: 770-379-8500 T-Mobile SAC re,e 770-3794501 Tower Section Geometry cont'd Tourer Top Girt Top Girt Top Girt Bottom, Girt Bottom Girt Bonaru Girt Elevation 7jpe Size Grade Type SL-e Grade TI 480.00-460.00 Solid Round 3/4 A572-50 Solid Round 7B A572-50 (50 ksi) (50 ksi) 'P_ 460.00-440.00 Solid Round 3/4 A572-50 Solid Round 7/8 A572-50 (50 ksi) (50 ksi) T3 440M-420 00 Solid Bound 3/4 A572-50 Solid Round 7/8 A572-50 l50 ksi) (50 ksi) T4 420.00-400.00 Solid Round 3/4 A572-50 Solid Round 7/8 A572-50 (50 ksi) (50 ksi) T5 400.00-380,00 Solid Round I A572-50 Solid Round I A572-50 (50 ksi) (50 ksi) '1.6 380.00-360.00 Solid Round I A572-50 Solid Bound I A572-50 (50 ksi) (50 ksi) T7-TIO Solid Round I A572-50 Solid Round I A572-50 360M-280.00 (50 ksi) (50 ksi) TI1414 Solid Round I A572-50 Solid Round I A57250 280,00-200.00 (50 ksi) (50 ksi) T15 Solid Round I A572-50 Solid Round A572-50 MOM-192.50 (50 ksi) (50 ksi) TI6 Solid Round A572-50 Solid Round I A572-50 19250-I80.00 (50 ksi) (50 ksi) T17 Solid Round I A572-50 Solid Round I A572-50 180.00-160.00 (50 ksi) (50 ksi) TIB-T24 Solid Round I A572-50 Solid Round I A572-50 160M--20.00 (50 ksi) (50 ksi) 1'25 20,00-1.67 Solid Round I A572-50 Solid Round I A572-50 (50 ksi) (50 ksi) T26 4.67-0.00 Solid Round I A572-50 Solid Round I A572-50 Tower Section Geometry cont'd Tower No. Afid Girt Afid Girt Mid Girt Horizontal Horizontal Horizontal Elevation of Type Size Grade Tip Size Grade And (t Girts TI 480.00-160,00 1 Solid Round 3/4 A572-50 Solid Round A572-50 (50 ksi) (50 ksi) T2460,00-14000 I Solid Round 3/4 A572-50 Solid Round A572-50 (50 ksi) (50 ksi) T3 440,00-420.00 1 Solid Round 3/4 A572-50 Solid Round A572-50 (50 ksi) (50 ksi) T4420,00-100,00 1 Solid Round 3/4 A572-50 Solid Round A572-50 (50 ksi) (50 ksi) T5 400.00-380.00 1 Solid Round I A572-50 Solid Round A572-50 (50 ksi) (50 ksi) T6 380.00-360.00 1 Solid Round I A572-50 Solid Round A572-50 (50 ksi) (50 ksi) T7-TIO I Solid Round I A572-50 Solid Round A572-50 360.00-280,00 (50 ksi) (50 ksi) TI6 None Solid Round A36 Solid Round 3/4 A572-50 192.30-180.00 On ksi) (50 ksil MxToweu Job TMB-003 / 7140041 Page 6 of 17 hkn•rirau Hershfield 1455 Lincoln Park Pay. suite 500 Project A2P0045B / Spain Tower Date 13:29:17 10/13/14 Atlanta, GA Phone: 770-379-8500 ELLS 770-379-8501 Client T-Mobile Designed by SAC Tower Section Geometry cont'd Tower Semndan' Secondan, Horizontal Secondary Inner Bracing Liner Bracing Size Lrarer Bracing Elevation ItorL-ontal Type Size Horkonal Type Grade Grade T2 460.00- 40.00 Solid Round 3/4 A572-50 Solid Round A36 (50 ksi) (36 ksi) TI5 Solid Round 3/4 A572-50 Solid Round A36 200.00-192.50 (50 ksi) (36 ksi) Tower Section Geometry cont'd Tower Leg Leg Diagonal Top Girt Botlon Girl ddid Girt Long Horizontal Short IJorizonal Elevation Connection jt Tvpe Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. in in in in in in in _ TI Sleeve DS 0.6250 5 i 0,6250 0 ( U.6250 0 0.625U U 0.6250 0 0.625U 0 0.6250 --0 480.00-460,00 A325X A325N A325N A325N A325N A325N A325N T2 Sleeve DS 0,6250 5 i0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 U 0.6250 0 460.00-140.U0 A325X l, A325N A325N ( A325N A325N A325N A325N T3 Sleeve DS 0,6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 440.00-420.00 A325X A325N A325N A325N A325N A325N A325N T4 Sleeve DS 0.6250 5 0.6250 0 0.6250 0 06250 0 0.6250 0 0.6250 0 0.6250 0 420.00-100.00 A325X A325N A325N A325N A325N A325N A325N T5 Sleeve DS 0,6250 5 0.6250 0 0.6250 0 ( 06250 0 0.6250 0 0.6250 U 0.6250 0 400.00-380.00 A325X I A325N A325N A325N A325N A325N A325N TG Sleeve DS 0,6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 380.00-360.00 A325X A325N A325N ( A325N A325N A325N A325N T7-T10 Sleeve DS 0.6250 5 0.6250 0 0.6250 0 ( 0,6250 0 0,6250 0 0,6250 0 0,6250 0 360.00-280.00 A325X A325N A325N A325N A325N A325N ( A325N TII-T14 Sleeve DS 0.6250 5 i 0.6250 0 OQ6250 0 0,6250 0 0.6250 0 0,6250 0 0.6250 0 280.00-200.00 A325X I I A325N ( A325N A325N A325N A325N =A325N T15 Sleeve DS 0.6250 5 0.6250 U 0.6250 0 10,6250 0 0.6250 0 0.6250 0 0,6250 0 200.00-19150 A325N A325N A325N A325N A325N A325N A325N T16 Sleeve DS 0.6250 5 0.6250 0 0.6250 0 0,6250 0 ( 0.6250 0 0,6250 0 0.6250 0 192.50-180.00 A325N A325N A325N A325N A325N A325N A325N T17 Sleeve DS 0.6250 5 0.6250 0 046250 0 0,6250 0 0.6250 0 0.6250 0 0.6250 0 180.00-160.00 A325N A325N A325N A325N A325N A325N A325N T18=C24 Sleeve DS 0.6250 5 ! 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 ( 0.6250 0 160.00-20.00 A325N A325N A325N A325N A325N A325N A325N T2520.00-4,67 Sleeve DS 0.6250 5 0.6250 U 1 U.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N 'R6 4.67-0.00 Sleeve DS 0.6250 0 0.6250 0 ( 0.6250 0 0.6250 0 ( 0.6250 0 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325NI A325N lXt.CTowe'/ Job TMB-003 / 7140041 Page7 of 17 Morrison Hershfield 1455 Lincoln Park v,m Suite 500 Project A2P0045B / Spain Tower Date 13:29:17 10/13/14 Atlanta, GI Client Designed by Phone: 770-379-8500 FAX: 770-379-5501 T-Mobile SAC Guy Data Gm' Gm' Gm' Initial ," Gin Gov L� Anchor Anchor dndmr End Elevation Grade Sice Tension Modulus B'eighi Radius Azimuth Elevation Fitting ArJ. EJJlciencv �( A 1W R�f ft ft __.___-� 440.125 13S--A---13/I6 8.00 105% 24000 1,390 505,20 250,00 0.0000 0,00 10011% B 13/16 8.00 10",'o 24000 1.390 505,20 250.00 0.0000 0.00 IO0% C 13/16 8.00 1O'l, 24000 1.390 505.20 250,00 0,0000 0.00 1001% 39725 El S A 11/16 5.00 10% 19000 1.000 467,75 250.00 0.0000 0.00 1001 B 11/16 5.00 10111., 19000 1.000 467,75 250.00 0,0000 0.00 100% C I1/16 5,00 10% 19000 1,000 467,75 250.00 0.0000 0,00 100'%, 339.667 BS A 11/16 5.80 10% 24000 0.990 420.05 250.00 0,0000 0.00 100"9' B 11/16 5,80 10% 24000 0,990 420,05 250.00 0,0000 0.00 IM11% C 11/16 5.80 103f1 24000 0,990 420.05 250A0 0.0000 0.00 100% 279.667 BS A 3/4 6.80 10% 24000 1.180 37329 250.00 0-0000 0.00 IOV% B 3/4 6.80 10% 24000 1.180 37329 250.00 0.0000 0.00 100'%, C 3/4 6,80 10% 24000 I180 37329 250.00 O.Oo00 0.00 10011% 1'0 BS A 11116 7.54 13% 24000 0.990 330.93 250.00 o.0000 0.00 100% B 11/16 7.54 13% 24000 0.990 33093 250.00 0.0000 0.00 1001111. C 11/16 7.54 13% 24000 0.990 33093 250,00 0.0000 0,00 100% 179.667 BS A 13/16 5.60 7% 24000 1.390 305.85 250.00 Moro 0.00 100% B 13/16 5.60 7% 24000 1.390 305,85 250.00 0.0000 0.00 1OW/. C 13/16 5.60 7% 24000 1.390 305.85 250.00 0.0000 OM I001% 137,333 BS A 13/16 5.60 7% 24000 1390 283.09 250.00 0.0000 0.00 10011116 B 13/16 5.6(1 7% 24000 1.390 283.09 250.00 0.0000 0.00 10091. C 13116 5.60 7% 24000 1.390 283.09 250,00 0.0000 0.00 100% 70.3333 BS A 13/16 &00 10% 24000 1.390 25728 250.00 0.0000 0.00 IOo% B 13/16 8.00 ION, 24000 1.390 25728 250.00 0.0000 0.00 10o'%, C 13/16 &00 10% 24000 1.390 25728 250.00 0.0000 O.00 1001%. Guy Data cont'd Gov Mount Torque -Arm Torque -Ann Torque-Artn Torque -Aura Torque -Arm To, Size Elevation TVPe Spread Leg Angle Sry1e Grade Tvpe ft 440.125 Comer 39725 Torque Arm 8.00 30,0000 Wing A36 Solid Round 21/4 (36 ksi) 339.667 Comer 279.667 Comer 220 Corner 179.667 Comer 137.333 Corner 70.3333 Comer Guy Data cont'd Grn' Diagonal Diagonal Upper Diagonal Lower Diagonal /s PWf-OjJ' Poll-O(%'Tvpe Pull -Off Size Elevation Grade Type Size Size Strap. Grade 440.13 A572-50 Solid Round Yes A36 Solid Round 1 1/4 (50 ksi) (36 ksi) 397.23 A572-50 Solid Round Yes A36 Solid Round 1 1/4 (50 ksi) (36 ksi) 339.67 A572-50 Solid Round Yes A36 Solid Round 1 114 (50 ksi) (36 ksi) 279.67 A572-50 Solid Round Yes A36 Solid Round 1 114 tn3 Toive ` Job TMB-003 / 7140041 Page8 of 17 Morrison Hershfield 1455 Lincoln Parkway, State Son Project A2P0045B / Spain Tower Date 13:29:17 10/13/14 Atlanta. GA Client Designed by Phone. 770-379-8500 FAX. 770-379-8501 T-Mobile SAC Got, Diagonal Diagonal Upper Diagonal loncr Diagonal Is Pull-011 Pull-011Ppe Pull-OnSize Elevation Grade 9}pe Sine .Six Strap. Grade (50 ksi) (36 ksi) 220,00 A572-50 Solid Bound Yes A36 Solid Round 11/4 (50 ksi) (36 ksi) 179,67 A572-50 Solid Round Yes A36 Solid Round I I/4 (50 ksi) (36 ksi) 137,33 A572-50 Solid Round Yes A36 Solid Round I IFI (50 ksi) (36 ksi) 70.33 A572-50 Solid Round Yes A36 Solid Round 1 114 (50 ksi) (36 ksi) Guy -Tensioning Information 1§ol,en,o,re.a na,e GfT.•rumrriac OP 101` 40F 60F 60F IOOF I21)r Gr!r 6 I btlnal Inrcaepr burial fnamrpr Miami IIr10rtOpf lomal ln,cxept rnirial haocep, Maid hvr ,, 1"hial lrtemyr El"'ui To.w,m r eruian Teroiun Toot T"elon , Tnoimr Temiaa 440 125 A 148.115 441).13 N]86 1951 11.521 20.11 8159 2073 80(s) 21,311 7.745 2206 7, 483 2277 7.2$6 13.52 ❑ 24885 441)13 8,786 1951 9521 1011 8259 2073 11000 11311 7745 1116 7491 1277 7246 n52 C 248.115 4LL 13 8.786 052 11.521 20.It 9,251) 2073 11000 21311 7745 11_116 7493 2277 T246 DS 39715 A 1477' 39725 5.504 1920 5.334 1979 5_166 2042 5000 21,07 1937 2175 4,677 2217 4.520 22 ❑ 2.17.72 3o25 5,504 1920 5,334 1979, 5,166 2042 5000 2107 4337 1175 4677 P--.17 4520 it 22 C 147.7 39725 5.504 1910 5334 1979 5.166 2042 5000 2107 4,937 2175 4,677 2217 4510 "" 339667 A 24769 33967 6616 1288 6340 1343 60611 1402 5.800 1465 5537 1533 5280 1605 5.029 16.21 ❑ 217,69 33967 6,.16 1299 6310 1343 60611 140' 5800 1465 5537 1533 5Mo 1605 5029 16.83 C 24769 33967 6616 1288 6340 1343 6068 1402 5.800 14.(15 5.537 15.33 5,281) 16,05 5.029 1631 279,667 A 217,69 27967 8,028 Mt 7611 1058 7201 11_17 6800 IIIC 6409 L.52 6029 1329 566.3 14.13 ❑ 247.69 27967 0.028 1004 7.611 111.5❑ 7,201 11_17 6go11 1181 6409 1252 6029 1319 5663 14H C 147.69 17967 11.019 1004 7.611 111511 7201 11.17 6,900 1112 6.109 12,52 6,029 1329 5663 14.13 120 A 247.69 220,00 8.943 599 9470 6.32 8,004 669 7540 710 71183 755 6632 It 05 6191 861 ❑ 14769 -000 8943 599 8470 632 8004 6,69 7540 7,10 7083 7,55 6,632 8,05 6191 862 C 24769 11000 9943 5et 8470 631 81104 669 7.540 7.10 7083 7.55 66.12 805 6191 8.62 179667 A 24769 17967 7:122 862 6774 941 6.164 1034 5600 11.37 5067 1154 4614 1374 4114 1501 B 24769 17967 7.4" 862 6774 943 6164 10.34 5.600 11.37 5067 12.54 4614 11.74 4214 15.01 C 217@1 17167 7402 862 6774 943 6164 1034 5600 11.17 5067 11,54 4614 1374 4214 1501 137333 A 1.17.69 137.33 77A_ 710 6981 7.97 6.2m 8.77 5600 9,79 5,009 1092 4,468 12- 4035 13.51 ❑ 14769 13713 T752 710 69B1 7.87 6260 877 5,600 9.79 5,009 1092 4,468 1222 4035 1351 C 24769 13733 7.752 7.10 69111 7.117 6260 8TJ 5,600 279 5001) 109, 4,468 111 4035 1351 703333 A 147.69 7033 111188 413 [1)017 4.57 89114 509 8000 572 7060 64B 6.192 738 5416 8:13 ❑ 24769 71,33 11A88 4.13 10027 4.57 8994 509 8000 5.72 7060 6411 6191 7.39 541(1 343 C 24769 7033 11 cgs 4.13 10027 4.57 8991 509 8.000 5.72 7060 6411 6192 73B 5416 843 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face Allom Component Placement Face Lateral m I Clear Raflh or Perimeter {Ileight or Shield lope Ol/'set Offset Per Spacing Diameter Leg It in (Fr e FO Row in in in ll' 1-5/8" A No At(CaAa) 226.00-4.00 0.0000 OA 12 2 0.7500 1.9800 1.04 7/8" A No At CaAa) 44200-0.00 0.0000 0.33 1 1 0.7500 1.1100 054 7/8" A No Ar(CaAa) 441.50-MO 0.0000 03 1 1 0.7500 1,1100 0.54 1-5/8" A No Ar(CaAa) 410,00-4.00 0.0000 U7 1 1 0.7500 1.9800 1.04 7/8" A No At(CaAa) 373.00-MO 0000 0.24 1 1 0.7500 1.1100 0.54 1-518" B No At(CaAa) 206.50-4.00 0.0000 0.4 12 2 0.7500 1,9800 1,04 1535" B No At(CaAa) 206,50-0.00 0.0000 0,48 1 1 05000 1.9800 1.04 7/8" B No At(CaAa) 370.50-0.00 0.0000 0.33 1 1 0Q7500 1.1100 0,54 7/8" B No At CaAa) 356.00-0.00 0.0000 0.3 1 1 U500 1,1100 0.54 1/4" B No Ar(CaAa) 104.00-0.00 0.0000 0 1 1 02600 0.2600 0.11 1/2" B No Ar(CaAa) 97.50-0.00 0.0000 O103 1 1 0.5800 05800 0.25 3/8" B No Ar(CaAa) 116.50-0.00 0.0000 0.16 1 1 0.4400 0.4400 OAS 112" B No A[(CaAa) 287.50-0.00 0.0000 025 1 1 05800 0.5800 0,25 1-518" C No Ar(CaAa) 195A0-4.00 0.0000 0.25 18 6 0.7500 1.9800 1.04 trixTower Job TMB-003 / 7140041 e Page 9 of 17 Morrison Hershfield 1455 Lincoln Parkmmt Suite 500 Project A2P0045B / Spain Tower Date 13:29:17 10/13114 Atlarma GA Client Designed by Phone: 770-379-8500 FAx: »oa».v501 T-Mobile SAC Description Face Allmo Coniponeni Placement Face Lateral R' Clear II'ldlh or Perimeter 11'eiGhl or Shield Type Offset 011set Per Spacing Diarneler at (Frac Fit) Rom, in in 7/8" C No Ar(CaAa) 195.00-0.00 _ 0.0000 0,07 2 1 0.5000 1.1100 054 3/8" C No Ar(CaAa) 193.00-0.00 0.0000 t1.04 2 1 0.4400 0.4400 0,08 39mm C No At(CaAa) 172.00-4.00 3.0000 0.45 3 1 0,7500 1,9800 L04 1-5/8" C No At(CaAa) 350.00-4.00 100110 Q5 1 1 0,7500 1.9800 1,04 C No At(CaAa) 31700-4.00 5A000 05 1 1 0.7500 1.9800 1,04 Discrete Tower Loads Description Face Q11set OQsets: Aeinuah Placement C,A,i C,I, IVeight or Type Plop Adjustment Front Side Leg Lateral Vert jt ,/i fr Ir K ft Flash Beacon Liehtine C None 0D000 480.00 No lee 2.70 170 0,05 Flash Beacon Lighting C None 0.0000 242,00 No Ice 2.70 2.70 0 05 DB224-13 C From Lee 2,00 0.0000 442.00 No Ice 3,15 3.15 0.03 0.00 0.00 2' Standoff Mount C From Leg I.00 0,0000 442.00 No Ice 0.94 1,41 0.03 0.00 0.00 10' Dipole A From Lee L00 0.0000 441.50 No Ice 2.00 2.00 0,02 0.00 0.00 ['Standoff Mount A From Leg 0.50 0.0800 441.50 No lee 036 036 0.03 0.00 0.00 10' Dipole C From Lee 1.00 0,0000 422.50 No Ire 100 100 0.02 0.0B 0.00 I' Standol'I' Mount C From Leg 0.50 0.0000 422.50 No lee 0.36 0.36 0,03 0.00 0.00 10, Whip B From Leg 5.00 0.0000 410,00 No lee 3.00 3.00 0.03 0.00 0.00 5' SmndoB-Mount B From Leg 2.50 0.0000 410.00 No lee 224 5.32 0,12 0.00 0.00 10' Dipole A From Lee L00 0.0000 406.00 No Ice 2,00 2.00 0.02 0.00 0.00 F Standoff Mount A From Lee_ 0.50 0.0000 406.00 No lee 0.36 0.36 0.03 0.00 0.00 18' Dipole B From Lee 2.00 0.0000 373,00 No Ice 4.00 4.00 0.05 0.00 0.00 2' Standoff Mount B From Lee 1.00 0.0000 373.00 No lee 0.94 1,41 0.03 0.00 0.00 20' Dipole C From Leg 2.00 0.0000 370,50 No Ice 4,00 4,00 0,05 0.00 0.00 2' Standoff Mount C From Lee L00 0.0000 370.50 No Ice 0.94 1.41 0.03 0.00 tnxTojiver Job Page10 TMB-003 / 7140041 of 17 Morrison Her:sltfielr/ Project Date 1455 Lincoln ParAvvm,. Stdtu 500 A2P004513 / Spain Tower 13:29:17 10/13/14 Atlanta, GA Client Designed by Phone: 770-379-8500 T-Mobile SAC PAB: 770-379-8501 Description Pace �011set Otacls: Azimuth Placement C,d,, CO, lreighl m. 7jfv l/nr Adjustment Prant Side Leg Lateral Pert ft 11 f2 Jr: K f aao 4' Whip C From Leg 5.00 00000 35600 No Ice 00 0.60 ODI 0.00 0.00 5' Stando(TMount C From Lee 2,50 0D000 356.00 No Ice 224 5.32 0.12 0.00 0.00 12' Whip A From Leg 1.00 00000 350.00 No Ice 3.60 3.60 0.04 0.00 0.00 I' Standon'Mount A From Leg 0.50 0,0000 350.00 No Ice 0.36 0.36 0,03 0.00 0.00 12' Whip A From Lee 100 0.0000 33700 No Ice 3.60 3.60 0.04 0.00 0.00 P StandoFFMount A From Lea Q50 00000 33Z00 No Ice 036 0.36 0,03 0.00 0.00 IZ55247 B From Lee 2.00 0.0000 31700 No Ice 16.88 16.88 0,20 0.00 0,00 2' StandolT Mount B From Le_e L00 0,0000 317.00 No Ice 0.94 1.41 O.03 0,00 0.00 Yaei Antenna (6') B From Lee 1.00 0.0000 28750 No Ice 1.80 1.80 0.01 0.00 0.00 Sector Mount A From Lee 1.50 0.0000 226.00 No Ice 1628 10.62 0.47 0.00 0.00 Sector Mount B From Lea 1.50 0.0000 226.00 No Ice 1628 10.62 0.47 0.00 0.00 Sector Mount C From Lee 1.50 0.0000 226.00 No Ice 1628 10.62 0.47 0.00 0.00 (2) AP17-1900/090D w/ A From Leg 3.00 0.0000 226,00 No Ice 436 351 0.03 Mount Pipe 000 0.00 (2) API7-1900/090D w/ B From Leg 3.00 0.0000 226.00 No Ice 436 351 0.03 Mount Pipe 0.00 000 (2) AP17-1900/090D w/ C From Leg 3.00 0.0000 226,00 No Ice 436 3.51 003 Mount Pipe 0.00 (00 X7-665 w/ pipe mount A From Lee 3.00 00000 226.00 No Ice 8.75 6.77 0.07 0.00 0.00 X7-665 w/ pipe mount B From Lee 300 0.0000 226,00 No Ice 8.75 6.77 0,07 0.00 0.00 X7-665 w/ pipe mount C From Lee 300 0.0000 226.00 No Ice 8.75 6.77 0,07 0.00 0.00 wx 0- iv r Job Page TMB-003 / 7140041 11 of 17 Morrison Hershfield Project Date 145.5 Lineal, Parkway, sidle 501) A2P0O45B / Spain Tower 13:29:17 10/13/14 ,llama, CA Client Designed by Phone: 770-379-8500 T-Mobile SAC FAX 770-379-550/ Description Pace Oliset Officers: Aalnmth Placemmil CrlI Cv(i Weight or Type llor- Adjusunent From Side Leg Lateral Vert f) Jr fr K It Sector MUnnt A From Le_e 2.00 0.0000 206,50 No Ice 1628 10,62 047 0.00 0.00 Sector Mount B From Lee 100 0.0000 206,50 No Ice 16,28 10.62 0.47 0,00 000 Sector Mount C From Le_e 2.00 0.0000 206.50 No Ice 1628 10.62 0.47 000 0.00 (2) A From Leg 4,00 0.0000 206,30 No Ice 10.17 5.15 0.09 APXI7DWV-17DWVS-A20 0.00 w/ pipe mount 0.00 (2) B From Leg 4.00 0.0000 206.50 No Ice 10.17 5.15 0.09 APXI7DWV-17DWVS-A20 0.00 w/ pipe mount 0.00 (2) C From Lee 4.00 0.0000 206.50 No Ice IOA7 5A5 0,09 APXI7DWV-17DWVS-A20 0.00 w/ pipe mount 0,00 FRIG A From Lea 3.75 0.0000 206.50 No Ice 192 1.10 0.06 0.00 0.00 FRIG B From Lee - 3.75 0.0000 206.50 No Ice 2,92 1.10 0,06 0.00 0.00 FRIG C From Lee 3.75 0.0000 206.50 No Ice 192 1.10 0.06 0.00 0.00 COW C From Lee 3.75 0.0000 206.50 No Ice 1.22 0.68 0.01 0.00 rrrrrr 0.00 (2) 800-10122 w/ pipe mount A From Leg 4,00 0,0000 195M No Ice SA2 6.82 0.10 0.00 0,00 (2)800-10122 w/pipe mount B From Leg 4.00 M000 195,00 No Ice 8,02 6.82 0.10 0.00 0.00 (2) 800-10122 w/ pipe mount C From Leg 4.00 0.0000 195M No Ice 8,02 6.82 0,10 0.00 0,00 800-10764 w/ pipe mount A From Lee L00 MOM 195.00 No Ice 6A3 458 0.06 0.00 0.00 800-10764 w/ pipe mount B From Lee L00 0.0000 195M No Ice 6,43 4,58 0.06 0.00 0.00 800-10764 w/ pipe mount C From Lee 4.00 0.0000 195.00 No Ice 6.43 458 0.06 0,00 UO (4) 860-10025 A From Leg 3.75 0.0000 195M No Ice 0.16 0.14 0.00 0.00 0.00 (4) 860-10025 B From Leg 375 0,0000 195,00 No Ice 0,16 0.14 0.00 0,00 0.00 (4) 960-10025 C From Lee 3.75 O.0000 195.00 No Ice O.I6 0.14 0.00 0.00 W-k7aiver Job Page TMB-003 17140041 12 of 17 Morrison Hershfield Project Date 1455 Lincoln Padmwmt Spire Soo A2P0045B / Spain Tower 13:29:17 10/13/14 ddama, GA Client Designed by Phone: 770-379-8501) T-Mobile SAC r•AX. nn-379-,UOI Oevarlplion Face 01)sOt O©sert: Azirrruth Placement C I, C,id_i Weight or 7jpe Nac ddJmvneut From Side Leg Lateral Mert 11 if fr Jr K ft o.oO (2) ATM 19801712-0 A From Leg 3.75 0,0000 195,00 No Ice I.12 0,58 0,02 0.00 0.00 (2) ATM 19801712-0 B From Leg 3.75 0,0000 195,00 No Ice 1.12 0.58 0,02 0.00 O.OU (2) ATM 19801712-0 C From Leg 3.75 0,0000 195,00 No Ice 1.12 OS8 0,02 0.00 0.00 (2) FDGW5504/3C-3 A From Leg 3.75 0,0000 195,OO No Ice 0.52 0.21 0.01 0.00 0.00 (2) FI)GW5504/3C-3 B From Leg 3.75 0,0000 195,00 No Ice 052 0.21 0.01 0.00 0.00 (2) FDGW5504/3C-3 C From Leg 375 0,0000 195,00 No Ice 0.52 0.21 0.01 0.00 0.00 (2) RRUS-1 I A From Leg 3.75 0.0000 195.00 No fee 2.94 1.25 0.06 0.00 0.00 (2) RRUS-1 I B From Leg 375 0000 195M No Ice 294 1,25 0.06 O.00 0.00 (2) RRUS-1 I C From Lee 3.75 0,0000 195,00 No fee 2.94 1.25 0.06 0.00 O.00 DC6-48-60-I8417 C From Lee 1,00 0.0000 195,00 No Ice 1,60 1.60 0.03 O.00 0.00 Sector Blount A From Leg 2.00 0.0000 195.00 No Ice 16,28 10,62 0.47 MO MO Sector Mount B From Lee 2.00 0000 195M No Ice 16.28 10.62 0.47 0,00 0.00 Sector Mount C From Leg 2.00 O.0000 195.00 No Ice 1628 10.62 0,47 OAM 0.00 Sector Mount A From Leg 2.00 0.0000 172.50 No fee 16.28 10,62 0.47 0.00 0.00 Sector Mount B From Leg 2,00 O.ODOO 172.50 No Ice 16.28 10.62 0.47 0.00 0.00 Sector Mount C From Leg 2.00 0.0000 17250 No Ice 1628 10.62 0.47 0.00 0.00 (3)APXV9BRRI 8-Cw/pipe A From Lee 4.00 0.0000 17250 No Ice 850 7,50 0,10 mount 0.00 0.00 (3) APXV9BRRI8-C w/ pipe B From Leg 4.00 0.0000 172.50 No Ice 8.50 7.50 0,10 mount 0.00 O.00 (3) APXV98RRI S-C w/ pipe C From Leg 4.00 0.0000 17250 No Ice 8.30 7,50 0,10 tF1xTower Job Page13 TMB-003 / 7140041 of 17 Morrison Hershfield Project Date 1455 Lincoln Pnr'ku u� Suite 500 A2POO45B / Spain Tower 13:29:17 10/13/14 Atlanta. GA Client Designed by Phone: 770-379-8500 T-Mobile SAC FAX. 770-379450/ Dcscriprion Face �011iet OlAels: d_inuulr Placement Ci,l,i Crdt IVeighl or Tile llory drljusoneni Front Side Leg Lateral Vert Jr I frc fr' ti Ir - mount 0.00 0.00 (4) ACU-A20-N A From Leg 3.75 0.0000 17250 No Ice 0,14 0,08 0.00 0.00 0.00 (4) ACU-A20-N B From Lee 3.75 0.0000 172.50 No [cc 0,14 0.08 0.00 Uri 0,00 (4) ACU-A20-N C From Leg 3.75 0.0000 172,50 No Ice 0,14 0,08 0,00 0.00 0.00 (4) RRUS-I I A From Leg 3.73 0.0000 17250 No Ice 2.94 125 0.06 0.00 0.00 (4) RIZUS-I I B From Leg 3.75 0,0000 172.50 No Ice 2.94 125 0,06 0.00 0.00 (4) RRUS-I I C From Leg 3.75 0.0000 172.50 No Ice 2.94 125 0.06 0.00 0.00 RRUS A2 Module A From Leg 3.75 0.0000 172,50 No Ice L87 0.42 0.02 0.00 0.00 RRUS A2 Module B From Lee 3.75 0.0000 17250 No Ice 1.87 0.42 0,02 0.00 0.00 RRUS A2 Module C From Leg 3.75 0.0000 172.50 No Ice 1.87 0.42 0.02 0.00 0.00 800 GSMR A From Lc_e 3.75 0.0000 172.50 No Ice 0.49 0.20 0,01 0.00 0.O0 800 GSMR B From Leg 3.75 0.0000 I72.50 No Ice 0.49 0.20 0.01 0.00 0.00 800 GSMR C From Lea 3,75 0.0000 17250 No Ice 0.49 0.20 (1.01 0.00 0.00 IBCI900HG-1 A From Lee 3.75 0.0000 17250 No Ice 1.38 0,41 0.02 O.00 0.00 IBCI900IIG-I B From Lea 3.75 0.0000 172.50 No Ice 1.38 0.41 0,02 0.00 O.UO IBCI900HG-1 C From Lea 3.75 0.0000 17250 No Ice L38 0,41 0.02 0.00 0.00 Yagi Antenna (Y) C From Lee 1.50 0.0000 116.50 No Ice 1.14 1.14 0,01 0.00 0.00 2' Slandoff Mount C From Lee 0.75 0.0000 116.50 No fee 094 1.41 0.03 0.00 0.00 DBXNH-6565B-A210 ad A From Lee_ 4.00 0.0000 210.00 No Ice 8.63 7,07 0.07 pipe mount 0.00 �'p trixTowe Job Page TMB-003 / 7140041 14 of 17 Morrison Hershfield Project Date 1455 Lincoln Pnrinvac. Saw, 501) A2POO45B / Spain Tower 13:29:17 10/13/14 Adanm, GI Client Designed by Phone: 770-379-8500 T-Mobile SAC FAX 770-379,8501 Dexmiption Face Ofset Offsets: Azluutdn Placeruem C,,A.' C,':l.i Ireighi or Type Ifor Adjustment Front Side Leg Lateral Vert ft jl ftc fr' K R (LOO DBXNFI-6565B-A2M w/ B From Lea 4.00 0.0000 210D0 No Ice 8.63 7,07 0,07 pipe mount 0,00 OM DBXNI-I-6565B-A2M w/ C From Leg 4.00 0.0000 210.00 No Ice 8.63 7.07 0.07 Pipe mount 0.00 OB) 3C-TMAT13211378-21A A From Lee 3,75 0.0000 210.00 No Ice 0.74 0.29 0.01 TMA OM 0.00 3C-"rMAT1321 B78-21A B From Lea 3.75 0,0000 210.00 No Ice 0,74 0,29 0.01 TMA 0.00 0.00 3C-TMATI321 B78-21A C From Lee 3.75 0.1100O 210.00 No Ice 0.74 1129 0,01 TMA 0.00 0.00 17XFC A From Leg 3.75 0.0000 210.00 No Ice 4,17 1,70 0.07 0.00 0.00 FXFC B From Leg 3.75 0.0000 210.00 No Ice 4.17 1.70 0.07 0.00 0.00 FXFC C From Lee 3.75 0.0000 210.00 No Ice 4.17 1.70 0.07 0.00 0.00 Dishes Description Face Dish Ofset Offsets: Azimuth 3dB Elevation Outside Aperture Weight or Twe Tope Hoc Adjustment Bemn Diameter Area Leg Lateral Irlddi Vert 6' Grid Dish D Grid From LUU 0.0UUU 10450 6.00 No Ice 14.17 OJO Lee 0,00 MO 6' Grid Dish B Grid From 1.00 0.0000 97.50 6.U0 No Ice 14.17 0.10 Lee 0.00 O.OU Section Capacity Table Section Elevation Component Size 4£Capaciq, Pass No. jt Ttpe Fail TI 480-460 Leg ---------- 11/2 205 Pass T2 460-440 Leg 2 30,9 Pass T3 440-420 Leg 2 27.8 Pass T4 420-400 Leg 21/2 19.5 Pass T5 400-390 Leg 21/4 35.2 Pass T6 380 - 360 Lee 2 48.0 Pass T7 360 - 340 Leg 2 44.1 Pass TS 340 - 320 Leg 2 48.1 Pass to Tower Job TMB-003 / 7140041 Page15 of 17 Morrison Hershfield 1455 Lincoln Parb,,m Satre 500 Project A2P0045B / Spain Tower Date 13:29:17 10/13/14 Atlanta, GA Phone: 771-379-8500 rA,r 770-379-55O/ Client T-Mobile Designed by SAC Section Elevation Component Size ;GCapacitp Pass No. I Tine Fail T9 320 - 300 Leg 2 50.1 Pass TIO 300-290 Lee 2 74.1 Pass 'I'll 280-260 Leg 21/4 59.1 Pass -1712 260-240 Leg 21/4 54l Pass Tl3 240-220 Leg 21/4 56.1 Pass TI4 220-200 Leg 21/4 85.0 Pass TI5 200-192.5 Leg 21/4 71.4 Pass T[6 1925- 180 Leg 2 1/4 76,7 Pass TI7 180-I60 Leg 21/2 59.9 Pass TI8 160- 140 Lea 2 1/2 63.3 Pass TI9 140-120 Leg: 21/2 71.0 Pass T20 120- 100 Leg 2 1/2 65.1 Pass T21 100 - 80 Lee 2 1/2 64.9 Pass T22 80-60 Leg 21/2 72.7 Pass '1'23 60-40 Lee 21/2 733 Pass i24 40-20 Leg 21/2 76.1 Pass T25 20-4,67 Lee 21/2 74.0 Pass T26 4.67-0 Leg 21/2 66.2 Pass TI 480-460 Diagonal 1/2 12.3 Pass T2 460-440 Diagonal 5/8 22.8 Pass T3 440-420 Diaconal 9/16 23.6 Pass T4 420-400 Diaconal 3/4 14.7 Pass T5 400-380 Diagonal 7/8 2U Pass T6 380 - 360 Diagonal 3/4 LL7 Pass T7 360 - 340 Diagonal 3/4 343 Pass TS 340 - 320 Diaconal 3/4 144 Pass T9 320 - 300 Diagonal 3/4 31.3 Pass TIO 300-280 Diagonal 3/4 44.7 Pass TII 280-260 Diagonal 3/4 323 Pass T12 260-240 Diagonal 3/4 27.9 Pass T13 240-220 Diagonal 3/4 33.0 Pass T14 220-200 Diagonal 314 60.7 Pass T15 200 - 1925 Diagonal 3/4 66.1 Pass T16 1925-180 Diagonal 3/4 104.2 Acceptable T17 I80 - 160 Diaconal 3/4 46.6 Pass TI8 160- 140 Diagonal 3/4 81.4 Pass TI9 140-120 Diaconal 3/4 90.5 Pass TIO 120 - 100 Diagonal 3/4 47.1 Pass T221 100-80 Diaconal 3/4 612 Pass T22 80-60 Diaconal 3/4 64.9 Pass 'R3 60-40 Diaconal 3/4 615 Pass T24 40-20 Diagonal 3/4 26.8 Pass T25 20-4.67 Diaconal 3/4 50.6 Pass T26 4,67-0 Diaconal 3/4 26.7 Pass T16 192.5-I80 Horizontal 3/4 16.4 Pass T2 460-440 Secondary I lorizonlal 3/4 8.5 Pass TI5 200- 1925 Secondary Horizontal 3/4 624 Pass TI 480-460 Tap Gin 3/4 0.4 Pass T2 460-440 Top Gin 3/4 03 Pass T3 440-420 Top Girt 3/4 3.5 Pass T4 420-400 Top Girt 3/4 0.9 Pass T5 400-380 Top Girt 1 7.4 Pass T6 380-360 Top Gin 1 2.8 Pass T7 360-340 Top Girt 1 3.0 Pass T8 340-320 Top Girt 1 8.8 Pass T9 320-300 Top Girt 1 0.6 Pass TIO 300-280 Top Girt 1 8.5 Pass TII 280-260 Top Girt 1 12.2 Pass T12 260-240 Top Gin 1 1.7 Pass T13 240-220 Top Gin I LO Pass TI4 220-200 Top Girt 1 3.5 Pass tnx aive Job Page TMB-003 / 7140041 16 of 17 Morrison Hershfield Project Date loss Lincoln Parkway. stile son A2P00458 / Spain Tower 13:29:17 10/13/14 Atlanta. CA Client Designed by Phone: 770-3794500 T-Mobile SAC FAX 770-379-8501 Section No. Elevation Component T ipe ,SL-e :iCapaci0, Pacc Fail '1.15 200-192.5 ----------TopGirt 1 5.1 Puss T17 180-160 Top Girt 1 20.7 Pass T18 160-140 Top Girt 1 6.4 Puss T19 I40-120 Top Gin 1 10,0 Pass T20 120-100 Top Girt 1 7.0 Pass T21 100-80 Top Girt 1 25 Pass T22 80-60 Top Girt 1 11.0 Pass T23 60-40 TopGirt 1 12.3 Pass T24 40-20 Top Girt 1 2.5 Pass T25 20-4.67 'Fop Gin 1 4.0 Pass T26 4.67-0 Top Girt 1 78.7 Pass TI 480-460 Bottom Girt 7/9 0.9 Pass T2 460-440 Bottom Girt 7/8 T5 Puss T3 440-420 Bottom Girt 7/9 0.7 Pass '1.4 420 - 400 Bottom Gin 7/8 5.5 Pass T5 400 - 380 Bottom Girt 1 2.1 Pass T6 380-360 Bottom Girt 1 1.9 Pass T7 360 - 340 Bottom Girt 1 9.4 Pass T8 340-320 Bottom Girt 1 0.8 Pass T9 320 - 300 Bottom Girt 1 8.2 Pass TIO 300-280 Bottom Girt 1 12.7 Pass TII 280-260 Bottom Gin 1 2.0 Pass T12 260-240 Bottom Girt 1 L6 Pass T13 240-220 Bottom Girt 1 12.5 Pass T14 220-200 Bottom Girt 1 3.6 Pass TI6 192.5-180 Bottom Girt 1 15.0 Pass T17 [SO-I60 Bottom Girt 1 5.9 Pass TIS 160-140 Bottom Girt 1 23.8 Pass T19 140-120 Bottom Girt 1 9.2 Pass T20 120- 100 Bottom Gin I I'S Pass T21 100 - 80 Bottom Girt I 1 L8 Puss T22 80-60 Bottom Girt 1 12.9 Pass T23 60-40 Bottom Gin 1 35 Pass T24 40-20 Bottom Gin 1 3.1 Pass T25 20-4.67 Bottom Girt 1 28.4 Pass l26 4,67-0 Bottom Girt 1 12.3 Pass TI 480-460 Mid Girt 3/4 0.2 Pass T2 460-440 Mid Girt 3/4 1.8 Pass T3 440-420 Mid Girt 3/4 1.7 Pass T4 420-490 Mid Girt 3/4 1.8 Pass T5 400-380 Mid Girt 1 L6 Pass T6 380-360 Mid Girt 1 1.2 Pass T7 360-340 Mid Girt I LO Pass .1.8 340-320 Mid Girt 1 L5 Pass T9 320-300 Mid Girt 1 1.3 Pass TIO 300-280 Mid Girt 1 L6 Pass T2 460 - 440 Guy A m440.125 13/I6 61.2 Pass T5 400 - 380 Guy A a 39725 11/16 62.3 Pass TS 340-320 Guy A©339.667 11/I6 66.6 Pass TI1 280-260 Guy A6i279.667 3/4 69.3 Pass T14 220 - 200 Guy A tc220 11116 86.0 Pass T17 ISO-160 Guy Am179.667 13/16 75.9 Pass TI9 140 - 120 Guy AQa 137.333 13/16 68.4 Pass 722 80-60 Guy A(170.3333 13/16 58.0 Pass T2 460-440 CoyB©440.125 13/16 48.0 Pass T5 400-380 Guy Ba397.25 11/16 5L8 Pass T8 340-320 Guy Ba339.667 11/16 532 Pass TII 280-260 Guy Ba279.667 3/4 At) Pass T14 220-200 GuyBQ220 11/16 73.7 Pass TI7 [SO-160 Guy B@179.667 13/16 64.9 Pass TI9 140-120 Guy BQ 137.333 13/16 60A Pass tnAru e Job TMB-003 / 7140041 Page 17 of 17 Morrison Hershfield 1455 Lincoln Parkwnr, Suite Sun Project A2POO45B / Spain Tower Date 13:29:17 10/13/14 Atlanta, GA Phone: 770-379-8500 E;Ian 770-379-8501 Client T-Mobile Designed by SAC Section Elevation Component Size 76 C'npacul, Mas Na. A Pipe pail 'R2 SO-60 Guy Ru)70.3333 13/16 509 Pass T2 460-440 Guy Cn440.125 13/16 57,1 Pass T5 400-380 Guy Cnt397.25 II/16 59-3 Pass .1.8 340 - 320 Guy C t 339.667 11116 633 Pass TII 280-260 Guy C@279.667 3/4 68.4 Pass 1'14 220-200 GuyCa220 11/16 86A Pass 'IT7 180-160 Guy Ce 179567 13/I6 76.5 Pass T19 140- 120 Guyt5137.333 13/I6 69.0 Pass 1'22 80-60 Guy C i70.3333 13/16 57.1 Pass T2 460-440 Top Guy Pull-017i440.125 11/4 10.4 Pass T5 400 - 380 Top Guy Pull-O(ll-! 397.25 1 1/4 102 Puss TS 340 - 320 Top Guy Pull-01i(,-2t,339.667 1 1/4 12.2 Pass TII 280-260 Top Guy Pull-OB®r 279.667 11/4 ITT Pass TI4 220-200 Top Guy Pull-OB'a220 11/4 17.4 Puss T17 ISO-160 Top Guy PUIkOtlab 79.667 11/4 283 Pass TI9 140-120 Top Guy Pull-Ofl'Q 137.333 11/4 33.1 Pass T_2 80-60 'Pop Guy PuIkOtT©70.3333 11/4 310 Pass T5 400 - 380 Torque Arm Tap a 397 25 2 114 12.0 Pass T5 400 - 380 Torque Arm Bottom a 397.25 2 114 2(10 Pass Summary Lea(T14) 85-0 Puss Diagonal(T16) 104.2 Acceptable Horizontal (T16) 16.4 Pass Secondary Ilorizontul (TI5) 62.4 Pass Top Girt (726) 78.7 Pass Bottom Girt (T25) 28.4 Pass Mid Girt(T2) L8 Pass Guy A(T14) 86.0 Pass Guy B (1I4) 73.7 Puss Guy C(T14) 86A Pass Top Guy Pull -Off (7'l9) 33.1 Pass Torque Arm Top (T5) 12.0 Pass Torque Arm Bottom (T5) 20.0 Pass Bolt Checks 5.1 Pass BATING= 104.2 Accentable Feed Line Plan 20' R°°,al Flat _.....__ A,, h, F.c. Aph Ool Fn Section @ 20' ® Morrison HershfieldCorp 1455 Lincoln Pkwy, Suite 500 Atlanta, GA 30346 Canslilwo Endo°ar; Phone: (770) 379-8500 FAX: 770 379-9501 °h TMB-003 / 7140041 R'°I°'A2POMBis am Tower Clmnm T-Moblle D. wn"Y,abarba_ AFpd: C°d°' TIA-222-G °OtO107/29/14 s`al°' NTS Rath: ewa no MORRISON HERSHFIELD Project: TMB-003 / 7140041 Site Name: Microwave Sery Co. Des. By: ABT Date: 10/13/2014 Client Microwave Sery Co. Site ID: A2P004513 Ck. By: LC page: 1 OF 1 Pad & Pier Analysis Summary Base Reactions: TIA Revision: G Factored DL Axial, Pu: 358 kips Factored WL Shear, Vu: 4 kips Factored WL Moment, Mu: 0 ft-kips Pad and Pier Data" Base PL Dist. Above Pier., 0 in Pier Dist. Above Grade: 1S in Pad Bearing Depth, D: 4.5 ft Pad Thickness, T: 2.5 ft Pad Width/Length, l: 9 ft Pier Cross Section Shape: Square Enter Pier Side Width: 3 ft Concrete Density: 150 pcf Pier Cross Section Area: 9.00 ft 2 Pier Height: 3.5 ft Soil (above pad) Height: 2 ft Soil Parameters: Unit Weight, y: 110 pcf Ultimate Bearing Capacity, qn: 12 ksf Strength Reduct. factor, rp: 0.6 Angle of Friction, m: 30 degrees Undrained Shear Strength, Cu: 0 ksf Allowable Bearing: rp'gn: 7.2 ksf Passive Pres. Coeff., Kp: 3.00 Bearing Results: Orthogonal Direction = 73.404 Pass Diagonal Direction = 72.90' Pass Overturning Stability Results: Moment Orthogonal= 0.0% Pass Moment Diagonal = 0.0% Pass Caisson Analysis - TIA G Project Number Date Site Number Site Name Location Caisson Above Grade: Caisson Diameter: Caisson Depth: Depth to Water Table: Soil Profile: MORRISON HERSHFIELD (200 if not applicable) Ultimate Ultimate Ultimate Layer Initial Depth Final Depth Ultimate Tension Tension Side Compression Compression Side Shear Skin Friction (psf) Shear Capacity Skin Friction (Kips) (psi Capacity (Kips) 1 0 6 0 0.0 0 0.0 2 6 10 590 29.7 0 0.0 3 10 15 802 50.4 0 0.0 4 15 201 955 60.0 0 0.0 5 20 25 875 55.0 0 0.0 6 25 30 950 59.7 0 0.0 7 30 34.7 750 44.3 0 0.0 8 0 0 0 0.0 0 0.0 9 0 0 0 0.0 0 0.0 10 0 0 0 0.0 0 0.0 ill 0 0 0 0.0 0 0.0 Total Ultimate Tension Side Shear Capacity: 299.0 Kips Total Ultimate Compression Side Shear Capacity = 0.0 Kips Os = 0.75 Os Rs = 224.3 Kips Unfactored Weight of Concrete 54.3 Kips Tension OcWc (includes buoyancy) = 48.9 Kips Compression OcWc = 80.4 Kips TIA-G Tension Load =F 1-56-.01 Kips Tension Capacity = 57.1% OK TMB-003 Caisson Compression & Tension G (v 2.01) 10/13/2014 CAISSON V=_rsian !.57 .:.40:10 FM Potlay, Octaher 13, 2C14 !i=:_nfinla L C-=R. FOUNTIA'I'IOILS IVALYSIS ALL DESIGN - (C) 1995, POWER LINE SYSTEMS, LIIC.. ............................................................................. ... ANALYSIS 1DEIlTIFICA'PION 'T112-003 / 7140041 NOTES n2P00455 / S n PIER PROP-cP.TIr-S CONCRETE CIP-11=1 (kc,) = 3.00 STEEL STRENGTH Y.<i 60.00 DIAMETER (ftl) - 1.000 ❑IS.NICE FROM 'POP OF P_ER. TO GROUND LEVEL Iftl = 0.93 ... SOIL PP.OPER'BIES LAYEP. TYPE THTCHNES DEPTH ,I TOP OF LAYER DEIISITY Cu ,. v FIII (-It) (CCI (p Ct) (pzf) (f1f OL2�9) 1 C 1.00 0.00 105.0 0.0 5.00 2.00 105.0 3.000 30.00 12.50 7.00 110.0 3.124 31.00 10.00 19.50 105.0 3.000 30.00 5 - 5.00 29.50 110.0 3.124 31.00 ... DESIGN I_:aC'I'OREDI LOADS AT TOP OF PIER. MOMENT (ft-k) 0.0 VERTICAL (:) = 0.0 SHEAR (k) = I]7.0 ADDITIONAA1 SALTY FACTOR AGAINST SOIL FAILUPE 3.15 •.. CALCULATED P1EB LENC'PH fU = 34.500 ••• CHECK OF SOILS PROPERTIES AND UL711'IA"'E RESISTIIIC FORCES ALONG el-P TYPE TOP OF LAYER. DELON TOP OF PIER THICKNESS DENSITY Cu F.P FORCE ARM Ift) (ft) (pcf) (Psf) Ih) (It) C 0.B3 2.00 105.0 0.0 0.30 1.83 2.93 5.00 105.0 3.000 B5.05 5.90 1.83 12.50 110.0 3.124 666.58 15.09 20.33 ].1] 105.0 3.000 42.07 24_10 2.93 110.0 3.000 - 94 G 30.33 30.33 4.1] 110.0 3.121 2R,13 -5P 4, 43 32. 32. 46 OH -AR AND POMENTS ALONG HER WITH THE ADDITIONAL SAFETY FACTOR. Wi'THOUT ADDITIDID L SAFETY FACTOR. DT_STAPICE DELOU TOP OF PIER lft) SHEAR Ih) IIOPIEN'P Ift-k) SHEAR (k1 14041EI4T Ift -kl 0.00 55].] 33.3 I77.1 10.5 3.45 552.4 1955.9 175.4 G20.9 6_90 195.7 3776J 159.4 1199.0 10.35 390.3 5320.3 113.9 i65n,0 13.80 234.9 6412.B 74.6 2035.9 17.25 30.4 6HI .4 9.6 2185.5 20.70 - 2.0 6566.1 -70.5 2094.5 1-15 -511.4 5314.0 -161.3 1617.0 27.60 -626.2 29B6.9 _62.3 94B.2 31.05 -443.4 ]]9.0 -190.1 147.3 34.50 0.0 0.0 0.0 0.0 - TOTAL REINFORCEMENT PC' 1.76 REINFORCEMENT AREA in'21 = 31.95 - USABLE AXIAL CAP, IY.) = 0.0 USABLE MOI'IELIT CAP. Ift-1:) = 21H6.3 ••` US Stanaara Re -gars (Select one of the following): 160 BAPS 04 IAREA = 0.20 i DIA = 0.500 in) AT SPACIIIG lin) = 0.75 101 BRAS 05 APSA = 0.31 in'-, DIA = 0.625 in) AT SPACING (in) = 1.16 73 BARS 06 (AREA = 0.1.4 i DIA = 0.750 in1 AT SPACING lin) = 1.64 54 PARS p] (AREA = 0.60 4n"2 DIA = 0.975 in) AT SPACING (in) = 2.21 •I1. BAPS IIB AREA = 0.79 in" DIA = 1.000 in1 AT SPACING (in) _ 2.91 32 BARS R? (AREA = 1.00 in"2 DIA = 1.128 in) AT SPACING (+n) 3.73 16 RA.RS (AREA = 1.56 in"2 DIA = 1.410 i.1 AT SPACING (iN = 4.59 #I! 21 H14 (AREA = 1.56 i DIA 1.410 in1 SPACING (in) = 5.69 BARS 15 BAPS 1114 AREA AT = _.__ in'_ 01e1 = L693 inl AT SPACT IIG iN = ]. 9a" ' PRESSURE UNDER CASSON DUE TO DES C11 ASTAL LOAD (psf) = 0.0 Morrison Hershfield Ltd. Page 1/1 00 rvm swE wuwRrlos. mNrannon Nu n venm eu GwExsmxs.wG uvlaE mxsuiTNae OF nen ERRens on I•v. 110 VNiIATOIIn OR NOOffIGTIONR l0 Wplltt SHONN SIINt RE 14PLEMFIIIE➢ ixDUT miIMNTRIEII i'POVAL µy aaEVIOV31^vR11E npOMWIxO ME m RrrHE ulEsrrrtvisrloe. til oanwulcs ,�wo prcmrRcnnarvR aElanw nle vaovEam of I NiSON HEIL^ON11E0.iHF HGIELO IELO CO GOMTION. NEITMEa NOA THE ARCHITECT WILL UE PI1 OVmI11G COIISTaxCi101 ICVIEW OFTHIS PaNELT. MICROWAVE SERVICE COMPANY Ub I 6189 N FEDERAL HIGHWAY a I n- FORT PIERCE, FL 34946 III stick to-w-mether L700 Mhz PROJECT ROBERT JERRY ARA //' REGISTERED ARCHITECT ZLIG C-6 STATE OF FLORIDA AR92824 TECH LOCAL MAP SCOPE OF WORK CONTACTS INDEX OF DRAWINGS 5• ua 4 INSTALLATION OF NEW UNMANNED T-MOBILE SHT. DESCRIPTION REV. TELECOMMUNICATIONS RADIOS WITHIN EXISTING FENCED APPLICANT NO. 110. 3 COMPOUND AND INSTALLATION OF NEW ANTENNAS ON _ F F {w i-C PROJECT jEXISTING TOWER. 1300 CONCORD TERRACE LE USATi COVER SHEET 2 SITE .N ;: SUITE 200 `T'I iJaT'ES`"`�����" �"�-�r�"'�` 1 10/13/14 RE -ISSUED FOR PERMIT C SUNRISE, FL 33323 qi PARTIAL SITE PLAN C ECOUtd D D9/11/14 ISSUED FOR PERMITPROPERTY OWNER COIJTACT: A2 EQUIPMENT PLANS PLAN REVI A 07/15/14 90K CO SUBMRTAL PROPERTY SUMMARY q3 ANTENNA AYOUTSi — No. Dole Admn g LANDLORD: FRANK K SPAIN A4 ELEVATION aicnt: > to Cl o PARCEL R: 1406-413-0003-000-8 `A; �SL'I"ArLLS`�-�---- — a' LATITUDE: 2T 32' 46.80" N ADDRESS: PO BOX 7149 °••rE"u`' T ® ®Mobile ®° .F s nl LONGITUDE: 80' 22' 06.89" W _ u — _ ZONING JURISDICTION: ST. LUCIE COUNTY CITY, STATE, ZIP: HOSE SOUND, FL 33475 _ 0 r "1 ZONING CLASSIFICATION: CG:: r stick together - v t DATE:1300 CONCORD TERRACE T ° n SUITE 0 LEGAL DESCRIPTION g SUNRISE. FL. 33323 6 34 40 FROM NW CDR OF S 1/2 OF S 1/2 OF HE 1/4 OF `" _ conRmmar. VICINITY MAP DEG121 MIN 34BE RUN E3 SEC 3EF48891 FT, TH/WLY // TO N GORY w 1e ■, LITO W LI E 1 2 OF SE 1 4, TH N 462.3 FT M L TO a / / / /-\ MORRISON HERSHFIELD T. POB-LESS TO SRD AS IN DBK 68-560, 562- (4.67 AC) (OR Two South Unvomlty Dwo, Suilo 245, 760-8i 8) Planlat on, FL 33324 G - Tot 9545T14655 Fax 954SP1.4656 B —o FLC OF A p0500 APPROVALS FL Amhlod buGinasc N AA23092360 1 APPLICABLE CODES www.momsonhamhfEltl.mm t 111 PROPERTY OWNER ProjR�e -PROJECT= / ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE SITE r■ RF ENGINEER FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLAIDS IS TO BE CONSTRUED TO MICROWAVE SERVICE COMPANY PERMIT WORK NOT CONFORMING TO THESE CODES: CONSTRUCTION A2P0045B ERAL 1. 2010 FLORIDA BUILDING CODE SITE ACQUISITION 6189 FORTNPIER E H34946Y •+� WIND DESIGN CRITERIA: ZONING I " `BASIC WIND SPEED = 160 MPH (ULTTIIMATE 3-SECOND GUST) D.Rw„Iq rne: NETWORK EXPOSURE= C COVER SHEET B. ANSI TIA - 222- G OPERATIONS O / — 16�U{f� EE$ EM IlQ C4Ya -F QA) BASIC WIND SPEED = 124 MPH (IJOMIIJAL 3-SECOND GUST CONTRACTOR y ""' �OL`CbPA4L•Y�AiE�'OR5'••+n-� -� -� � •�-wwEXPOSURE- C � Protect rvo.: IMPORTANCE FACTOR - 7.0 ' 71 APPROVALS DR,40041 DmR 2. ASCE 7-10 CT 07/15/14 A DRIVING DIRECTIONS 3. ANSI/EIA/T1A-222—G Drown 6,: Checcetl o,: 4. FLORIDA FIRE PREVE14TION CODE- 2010 R RL FROM T-MOBILE'S OFFICE, HEAD NORTH ON SAWGRASS EXPY FOR 19 MILES TO 5. NATIONAL ELECTRICAL CODE (NFPA 70-2008) G DESIGN BASED ON RFDS VERSION V1.0 Re.icw: cant Approvm FLORIDA'S TURNPIKE, HEAD NORTH ON TURNPIKE FOR 81.3 MILES TO EXIT 152 6. CITY AND/OR COUNTY ORDINANCES LP (SR-70), HEAD NORTH ON SR-70 FOR 2. MILES, ROAD NAME CHANGES TO CONTRACTOR SHALL REQUEST SR-713 (KINGS HWY), CONTINUE NORTH ON KINGS HWY FOR 7.8 MILES TO T—MOBILE FOR CURRENT RFDS PRIOR -'RR Im.: Draw;ng� US-1, TURN RIGHT AND HEAD SOUTH ON US-1 FOR 0.2 MILES TO SITE ON LEFT SIDE OF ROAD. TO CONSTRUCTION 1 T-1 k ARCHITECTURAL GENERAL NOTES ELECTRICAL GENERAL NOTES COMPOUND NOTES pp NOT 9GLLC pM W INp9. CONK V.Tpx IIUOT V LnIFT /.LL Axunoxs on Mool rrcwnpI,x T o woxn �ry xeG?eNgn'.ARaUr�nlpxwnMc u�' hF�n��puMWlxc mOxx° �" o xe6aIpNRHG i. WORK SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. ALL A GENERAL 1. THE MINIMUM LOWEST FIRST FLOOR ELEVATION SHALL NOT BE LESS PaaoraTM ov NECESSARY LICENSES, CERTIFICATES, ETC., REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE THAN 4" ABOVE CROWN OF ROAD OR THE FEDERAL AND/OR COUNTY o"e i oNxoc.N nivrn"w,prNuvTMiv w owls alEaLLr PROCURED AND PAID FOR BY THE CONTRACTOR. 1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER WITH ! ?'fil THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK SUCH AS FLOOD CRITERIA ELEVATION, WHICHEVER 15 HIGHER. CONTRACTOR 2. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN AND SHALL SUBMIT AN ELEVATION CERTIFICATE (IF REQUIRE BY THE SEP DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE WORK UNDER THIS SYSTEMS OF OTHER TRADES. JURISDICTION) UPON COMPLETION OF PROJECT. CONTRACT. ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS, EXCEPT THOSE SPECIFICATIONS 2. HEREIN, WHERE MOST STRINGENT SHALL BE COMPLIED WITH. OBTAIN ALL PERMITS, PAY ASSOCIATED FEES AND SCHEDULE INSPECTION. 2. WORK OUTSIDE OF THE PROPERTY LINE INCLUDED IN THIS SET OF f/ -�c; ;}I2�ZISIh i I"4G-IvHi-IELD COE'I'' 3. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF ANY AND 3. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, INSURANCE, AND SERVICES TO COMPLETE THIS PROJECT DRAWINGS SHALL BE, BUT NOT LIMITED TO, DRIVEWAYS, SODDING TOr I ALL MECHANICAL, ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS, AND THAT ALL REQUIRED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE ASPHALT LINE AND UTILITY CONNECTIONS. pI CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET. NOTIFY THE CONSULTANT OF ANY SATISFACTION OF T-MOBILE ,V LAND/TOWER OWNER 3. EXISTING TREES WITHIN CONSTRUCTION FOOTPRINT SHALL BE # CONFLICTS. THE CONSULTANT HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN THE DESIGN OF REMOVED AND PROPERLY DISPOSED OF. THE CONTRACT WITHOUT THE CONTRACTOR GETTING ADDITIONAL COMPENSATION. 4. PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY CONTRACTOR SHALL PROCURE PERMIT PRIOR TO REMOVAL. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND REMOVE ALL COMPANY AS IT MAY APPLY TO THIS SITE. ALL WORK TO COMPLY WITH THE RULES AND DEBRIS FROM THE CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR REGULATIONS OF THE UTILITIES INVOLVED GENERAL CONTRACTOR IS RESPONSIBLE FOR VED. 4. CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL UTILITY SHALL THOROUGHLY CLEAN THE BUILDING, SITE, AND ANY OTHER SURROUNDING AREAS TO A REQUESTING CONNECTION OF COMMERCIAL POWER FROM THE POWER COMPANY. ELECTRICAL SERVICE CONNECTION LOCATIONS PRIOR TO SUBMITTING BID AND BETTER THAN NEW CONDITION. CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR. PROCEEDING WITH WORK, IT 15 RECOMMENDED THAT THE CONTRACTOR VISIT THE SITE AND VERIFY ALL DIMENSIONS AND NOTES BEFORE 5. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING 5. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST SUBMITTING BID AND PROCEEDING WITH WORK. ! ROBERT JERRY LARA I CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC, ACCORDING TO APPLICABLE CODES, CLASS WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH " REGISTERED ARCHITECT STANDARDS, AND GOOD CONSTRUCTION PRACTICES. WORK AND SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF 5. SOIL AT THIS SITE IS UNDISTURBED ROCK AND SAND ADEQUATE OF STATE OF FLORIDA - gi 6. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR THE PROJECT, SUPPORTING THE DESIGN LOAD OF 2000 P.S.F. IF OTHER AR92824 t ) 6 CONDITIONS, EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN B. BASIC MATERIALS AND METHODS CONDITIONS ARE ENCOUNTERED, NOTIFY MIRRISON HERSHFIELD THE SPECIFICATIONS, UNLESS NOTED OTHERWISE. BEFORE PROCEEDING WITH WORK. THIS VALUE IS CONSIDERED SAFE i 5 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL WITH RESPECT TO ACTUAL FAILURE OF THE SUPPORTING GROUND, 7. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE JURISDICTION AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. BUT DOES NOT NECESSARILY ENSURE THE PREVENTION OF EXCESSIVE s 4 CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 2. ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER FOUNDATION MOVEMENTS. o 8. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF CLEARANCES AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH 6. BURY PHONE, AND ELECTRIC SERVICE NO LESS THAN 24" BELOW ; 3 ' i 2 COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD FINISH GRADE WITH 1'-0" RADIUS SAND BACKFILL AROUND PIPES. 9. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S REQUIRED RED OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. COORDINATE W/ ELECTRICAL DRAWINGS. C 7 T E DATE, THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY GENERATOR UNTIL 3. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BENDS, FITTINGS AND 0 W/il/14 I69UE0 FOR P02MIT m s THE POWER COMPANY CONNECTION IS COMPLETED, COSTS ASSOCIATED WITH THE TEMPORARY ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO 7. IN ORDER TO AVOID ANY CONFLICTS, CONTRACTOR SHALL COORDINATE o� p GENERATOR TO BE APPROVED BY THE OWNER, FIT THE WORK TO THE CONDITIONS. ALL HIS PRACTICAL TRADES. k A O7/75/14 90x CO SUBMITTAL g 10. PLANS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION 15 NOT LIMITED TO ONE PLAN. 4. SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE MODULAR 8. THE POWER CABINET MUST BE CLEAR OF FLAMMABLE MATERIAL WITHIN 12 NO. pme nenex " tT DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF CABINETS WHERE PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INCHES OF THE CABINET, INCLUDING ABOVE THE CABINET. E i elexl: } THE ARCHITECT, WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY INTO BUILDING. pp ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO MORRISON HERSHFIELD. C. CONDUCTORS AND CONNECTORS 9. EXHAUST OUTLETS MUST BE LOCATED AT LEAST 10 FEET FROM ANY HVAC AIR INTAKES, WINDOWS, DOORS, AND OTHER OPENINGS INTO A BUILDING t T ® Mobile 1 Fl THESE PLANS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING AUTHORITIES FOR 1. UNLESS NOTED OTHERWISE, ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE #12 AWG, WITH - 1 I REVIEW FOR COMPLIANCE WITH APPLICABLE CODES AND IT IS THE SOLE RESPONSIBILITY OF THE THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS -LINKED POLYETHYLENE INSULATION COORDINATE IN FIELD, 8 OWNER AND/OR CONTRACTOR TO BUILD ACCORDING TO APPLICABLE BUILDING CODES. CONFORMING TO NEMA WC7, (TYPES THHN). INSULATION SHALL BE RATED FOR 90 DEG. CONDUCTORS stick together" tY SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. 10. THE POWER CABINET MUST BE MOUNTED ON THE FOUNDATION TO ALLOY! s 11.IF CONTRACTOR OR SUB -CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED WATER TO DRAIN FROM THE DRAIN OUTLET AND AWAY FROM THE CABINET. E I PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE 2. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. 130p CONCORD TERRACE SUITE200 THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING SPLICES ARE NOT ACCEPTABLE. IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEER 11. TO ENSURE SERVICEABLE ABILITY, THE DOORS OF CABINETS WILL REQUIRE SUNRISE, FL 33M WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR MUST BE OBTAINED. AN OPENING RADIUS OF 36 INCHES OF CLEARANCE FROM THE CLOSED comwmnr. 3 £ PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED POSITION TO THE OPEN POSITION. 6 ; CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE D. GROUNDING I ■ o I RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING 1. ALL LIGHTNING PROTECTION GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT IN ( .a W ¢ g AUTHORITIES DURING THE EXECUTION OF THE WORK. ACCORDANCE WITH THE CURRENT NFPA STANDARDS. i MORRISON HERSHFIELO 3 "g T 12. IN EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED TO 2. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI -OXIDANT AGENT, Tm SouN University Onve, Suite 245, I Planmwn, FL 3=4 B BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL NOT RELIEVE THE SUCH AS NO-OX, NOALOX, PENETROX OR KOPRSHIELD. mLBs4sn.4e55 B54sn.4sss CONTRACTOR, SUB -CONTRACTOR, AND/OR SUPPLIER MANUFACTURER FROM PROVIDING A COMPLETE / / 3. I ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE R2 AWG SOLID A# I FLCOF..# FL Amhibp buslnesc /AA26pf2368 c AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY BARE TINNED COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID v .monisom.hfiold.mm s F, ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A COMPLETE, ADEQUATE AND SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8" AND THE ANGLE OF ANY BEND PmJeC: ` I E SAFE WORKING CONDITION, THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN SHALL NOT EXCEED 90'. GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED € I THE DRAWINGS. FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE / GROUND RING. MICROWAVE SERVICE COMPANY SIZE (I.E. ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED QUANTITY (I.E. STRUCTURAL i A2P0045B N " ELEMENTS), REDUCED SPACING, AND/OR INCREASED LENGTH (I.E. BOLT LENGTHS, BAR LENGTHS) 4. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING WITH ERICO '. THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE BID/PROPOSAL THESE T-319 GALVANIZING BAR. j 6169 N FEDERAL HIGHWAY FORT PIERCE, FL 34946 a DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS REASONABLY INFERRED SHALL BE DEEMED TO 5. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS ( BE INCLUDED. TO EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE, EXCEPT FOR THE GROUND RODS WHICH D,p"my rue: 13. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A ARE TEE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY ^ CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR. EXOTHERMIC WELDING. USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL R15-501. NOTES IMPORTANT NOTICE PROJECT INFORMATION SITE GENERAL NOTES a p ! Pmlecl No.: p 1 . THIS 15 AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION 1. RESTORE EXISTING ASPHALT AND/OR CONCRETE COMPOUND TO IT'S 7140041 ; Deely„e,: E `g THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. ORIGINAL CONDITION A OBSERVATIONS AND INFORMATION PROVIDED BY OTHERS. 2. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY AND IS EXEMPT FROM THE FLORIDA 2, CONTRACTOR SHALL DETECT AND MARK ANY UNDERGROUND LINES, CT 07m/t5/74 Drawn By: eha�xeu By: MORRISON HERSHFIELD CORPORATION CANNOT GUARANTEE THE CORRECTNESS ENERGY REVIEW CODE. - NOR COMPLETENESS OF THE EXISTING CONDITIONS SHOWN AND ASSUMES NO PIPING, PRIOR TO START OF EXCAVATION OR RL FM Rev;ee: cram APYpvol RESPONSIBILITY THEREOF. CONTRACTOR AND HIS SUB -CONTRACTORS SHALL 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. _ ' VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR 4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. LP Ieece No.: mo.my Ne. 5 PROPER EXECUTION OF PROJECT. REPORT ANY CONFLICTS OR DISCREPANCIES 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. TO THE CONSULTANT PRIOR TO CONSTRUCTION. 6.T-MOBILE MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER a_. MONTH AT ONE HOUR PER VISIT. 0 T-2 e 3 s 2 3 ® 4 5 6"�o�. •vim 5 E F l ROBERT JERRY LARA REGISTERED ARCHITECT STATE OF FLORIDA AR92824 C 09/I1/14 ISSUED FOR PERMR A 07/15/14 90S CO SUBMRiAL I N". Data Aclivn C6eee T ® ®Mobile 4 stick together" I G 130CCNCITE200 RACE sSEE zoo t SUNRISE, FL 33313 Caevollant rr• Tm SouM ON HERSHF'IELO Twa SOWN University y R. 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SUNRISE, FL ]332] p EXISTING CABLE EXISTING CABLE nc — - - S Cor�ulta BRIDGE (TYP.) in a BRIDGE (TYP) EXISTING T-MOBILE EXISTING T-MOBILE - FCOA EQUIPMENT FCOA EQUIPMENT CABINET -_ - - _. -" - CABINET dH S ` MORRISON ERSHFIELD f Two Soulh Univ➢mily Drrvv, SWIM 245, Plantation, FL M324 pp Tat: 954.M.4655 Fax 954.57ABS6 B 3 FLC OF A A6566 FL AmhlWa bu➢Ine➢➢ p AA260DM6B i v � �� www.mpniwnh➢rehfiold.mm EXISTING AD 2 CONCRETE _, _ - PTING CONCRETE i PmfepL in PA° [ MICROWAVE SERVICE COMPANY A2P0045B Pg \\\ a "s — - EXISTING = 6189 N FEDERAL HIGHWAY EXISTING - BUILDING _ _ __ FORT PIERCE, FL 34946 BUILDING Drawing Title: i 1` 4y4 a l EQUIPMENT PLANS S p Project Nv.: 7140041 Oeeignvr. Data: A CT 07/15/14 Drawn By: Checked By: OR RL TRUE NORTH TRUE NORTH I PM reemew: c6nnt Appmvm iLP Innue No.: prvwing No. 0 A-2 EXISTING EQUIPMENT PLAN 24%36' SCALE: 1/2" = I'-0' 24-F36- 50A ' 1/2' = 1'-D' 11'07-SCALE: 1/4-=Y-0" 0 1 PROPOSED EQUIPMENT PLAN 11'1117^SCALE„/4. -D' 2 ' 2 D 2 3 ® 4 ( 5 6 vvvmvcnEvruw xi cv.cvvmnmvauuvTvsnlFrui NOTE: oExvlvxvMvwnvEmxmvTum aF u"v Emrrnrs vR sslvvs na vwaunvns vR xop�FlClilp[1s Tv vmgrc g`EgMELaMEN[iL WIg1IXmP IR WPITiEN ,.L IIIIAn 0191vLUE..µurtN 690RgvnNO ME STRUCTURAL WORK SHALL COMMENCE WITHOUT THE APPROVED ANTENNA MOUNT n ov+r«;rwTEsrRE l o duu pRnrexcs STRUCTURAL ANALYSE REPORT SIGNED AND SEALED BY A LICENSED Aon eO� IF+twPONe aEMa Tac aaPEaTr ov RRI OM LLLROI1FIEt0 ORPOMTIOH. NEITM1IEft PROFESSIONAL ENGINEER UNDER SEPARATE COVER. IF REQUIRED, THE usgRlson«Env«mEEV NOR T«E McwTEm nau vE maVlmxv caysmucnvx REVIEW aFTxm nnmECT. CONTRACTOR SHALT- MODIFY TOWER AND/OR ANTENNA MOUNTS AS E INDICATED IN THE ABOVE MENTIONED STRUCTURAL REPORT OR ASSOCIATED MODIFICATION DESIGN DRAWINGS. - EXISTING T-MOBILE RECONFIGURED UMTS ANTENNA T-MOBILE GSM/UMTS TO BE REMOVED BOB ANTENNA } AND REPLACED EXISTING T-MOBILE I LTE AWS ANTENNA EXISTING T-MOBILE EXISTING T-MOBILE EXISTING T-MOBILE ( ROBERT JERRY LARA LTE RRU LTE ANTENNA LTE AWS RRU t REGISTERED ARCHITECT TO REMAIN TO REMAIN 3 STATE OF FLORIDA EXISTING T-MOBILE AR92824 I ANTENNA SUPPORT 1 I' c EXISTING T-MOBILE PROPOSED T-MOBILE �. MOUNT i fi ( EXISTING T-MOBILE �°" ANTENNA SUPPORT 2 UMTS/GSM PCS ""'• (TYP. OF 3) 3 GSM/UMTS RRU MOUNT OREPLACEMENT RRU I, S ENOVED TO BE R(TYP, OF 3) A-5 AND REPLACED F'_-.-' AL 3- Sy".vS.' z�`., 4 . EXISTING T-MOBILE PROPOSED T-MOBILE LTE 3 , GSM ANTENNA 700/UMTS AWS EXISTING A AMENN�A } Im SF-AOF P TO BE RELOCATED REPLACEMENT ANTENNA Sf SF -GADS 6 LTE 700/UMTS AWS T 60 AND ON EXISTING PIPE MOUNT CT REPLACEMENT ANTENNA C TO BE RELOCATED 7 I RECONFIGURED le \ OR P� p ROPOSED T-MOBILE 2 gr, C ON EXISTING PIPE MOUNT y AND RECONFIGURED S n; A 5 0 99/11/14 I OZ C FOR PERMIT q fCT I% EXISTING T-MOBILE 00 T I '9f O'? C ` LTE RRU TO �; A-5 A f17/15/1i 90S CD SUBM(ffAL Sop. ,5 REMAIN PROPOSED T-MOBILE TWIN - ,„ STYLE 3C LTE 700/UMTS EXISTING T-MOBILE € No. Dote acuan EXISTING T-MOBILE ;- AWS TMA (M. OF 3) �� �' `BLTE AWS RRU crcnc LTE ANTENNA TO REMAIN EXISTING T-MOBILE h > GSM UMTS RRU EXISTING T-MOBILE a p T ., / LTE AWS ANTENNA PROPOSED T-MOBILE I+. Mobile AND REPLACEDTO BE D % C{ UMTS GSM PCS _ / h EXISTING T-MOBILE "-"' _ a9 EXISTING T-MOBILE "'` REPLACEMENT RRU ! stick together J-BOX W/ OVP J-BOX W/ OVP A-5 TO REMAIN /' EXISTING T-MOBILE ✓!° _ 13oo CONCOROTERRACE -UMTS ANTENNA �l! " ate:, q sulreza0 EXISTING T-MOBILE '�" EXISTING T-MOBILE w, a ! SUNRISE. FL 333M TO BE REMOVED LTE AWS RRU E LTE RRU f l AND REPLACED TO REMAIN 11 -', �I - RECONFIGURED 1 C Remmgt. -\\\\ RR t - _--_- T-MOBILE GSM/UMTS ` ■ II ;jC^'... 3� I T�PCS ANTENNA I 1 ( MORRISON'HERSHFIELD ! Twv Svuffi RanWiam ty D33U4v1v 246, @ RECONFIGURED S M.4655'FL33324 B EXISTING T—MOBILE Tat 9645FILC 6 A#850857/.4666 B EXISTING TAMOBILE FLCOFAp6566 I LTE AWS ANTENNA UMTS ANTENNA a In T—MOBILE GSM/UMTS a R FLAmhll.momsonhe R ald.wm2366 TO BE REMOVED � � PCS ANTENNA N n www.mvmsvnharsh(eltl.mm AND REPLACED a II -1 y - A EXISTING T-MOBILE PROPOSED T-MOBILE - a j Prolaot: 6' m LTE ANTENNA In S 6 EXISTING T-MOBILE 4 m TO REMAIN UMTS/GSM PCS o m GSM/UMTS RRU REPLACEMENT RRU I MICROWAVE SERVICE COMPANY TO BE REMOVED ° A2P0045B AND REPLACED A-5 6189 IN PIERCE, HIGHWAY PROPOSED T-MOBILE 34946 LTE 700/UMTS AWS k orawigy n0e: I EXISTING T-MOBILE REPLACEMENT ANTENNA GSM ANTENNA ON EXISTING PIPE MOUNT I, TO BE RELOCATED ANTENNA LAYOUTS AND RECONFIGURED A-5 yy I E Pmpe t No.: TRUE NORTH RRUs AND COVP FINAL COUNT TRUE NORTH 7MO+1 CTi9R`r D.t 5: 4 A ITEM EXISTING I PROPOSED REMOVED FINAL COUNT J-BOX W COVP 1 O 0 1 pip 3 Drawn 9y: GR Checked Ey: RE LTE AWS RRU 3 0 0 3 UMTS PCS RRU 3 3 3 3 PM Review: UP I Client Approval TWIN PCS TMA 6 3 _ 6 _. 3 0 A-3 EXISTING ANTENNA LAYOUT (SECTORS A, B & C) 4`'E SCALE. = -° 1 PROPOSED ANTENNA LAYOUT (SECTORS A, B & C) za'"3fi'SCAIE'/3"=''-° 2 I n'.n' seaLE: Va' = r-0' z r a' z' n-.rr scale: Va• = r-0' z r o z' 2 3 ® 4 ( 5 6 a �aa= •per FINAL EQUIPMENT INVENTORY ANTENNAS (E) (6) RFS APXI7DW-17DWVS—A20 (N) (3) ANDREW DBXNH-6565E—A2M REMOTE RADIO (E) (3) NOKIA FRIG W/O SOLAR SHIELD IN) (2) NOKIA FXFC W/ SOLAR SHIELD (N) (3) NOKIA FRL13 W/ SOLAR SHIELD (AT GROUND) TOWER MOUNTED AMPLIFIERS (N) (3) ANDREW 3C-TMAT1921B7B-21A CABLES (E) (1) 1.584" HIGH CAPACITY NOS (E) (12) 1-5/8" COAX JUNCTION BOXES (E) (1) RAYCAP ASU9338TYPOl COVP (AT TOWER) (E) (1) RAYCAP ASU933BTYPOl COVP (AT GROUND) NOTE: E = EXISTING N -NEW NOTE: PLAN INFORMATION CONTAINED HEREIN IS TAKEN FROM THE DOCUMENTS PROVIDED BY CLIENT. NEITHER WARRANTY NOR GUARANTEE IS GIVEN BY THE ARCHITECT NOR MORRISON HERSHFIELD CORPORATION TO THE ACCURACY NOR THE COMPLETENESS OF THE COPIED ELEVATION INFORMATION. ELEVATION 2 EXISTING GUY WIRE (TYP.) EXISTING YAGI ANTENNA (TYP.) EXISTING OMNI ANTENNA (TYP.) EXISTING T-MOBILE SITE SUPPORT CABINET (MEDIUM) EXISTING T-MOBILE CABLE SUPPORT BRIDGE EXISTING W-O" HIGH CHAIN -LINK FENCE W/ 3-STRAND BARBED WIRE AT TOP STOP OF TOWER 'IVEL. t480'-0" A.G.L EXISTING VERIZON WIRELESS ANTENNAS EL. 3230'-O" A.G.L RAO CENTER OF EXISTING AND PROPOSED T-MOBILE ANTENNAS EXISTING SPRINT ANTENNAS EL fi75'-0" A.G.L EXISTING t480'—D" HIGH GUYED TOWER NOTE: REFER TO APPROVED STRUCTURAL ANALYSIS FOR RE -TENSIONING REQUIREMENTS OF CABLES. CONTRACTOR SHALL SUBMIT A P.E. CERTIFIED REPORT STATING RESULTS OF TENSIONING AND THAT REQUIREMENTS HAVE BEEN MET. 111 ANR 9PECIFICATION9 RFAIPINTIIE PNOP N Hk1.11hELO CORPOPwtu.N. N ON HER9HFIELO NOR THE MLHIT nEPRWaahl. COvaTRUCIION ah,n I.1 and N ROBERT JERRY LARA REGISTERED ARCHITECT STATE OF FLORIDA AR92824 1 10/13/14 1 RE -ISSUED FOR PERMIT O 09/11/14 ISSUED FOR PERMIT A 07/15/14 1 90% CO SUBMTTTAL No. I Data I Action Client: T ® ®Mobile stick together" 1300 CONCORD TERRACE SUIM200 SUNRISE, FL 33323 Coneullanl: ®mm®® .. ■9 MORRISON HERSHFIELD Two South Universily Drive, Suite 245, Plantation, FL 33324 Tut: 954.577.4655 Fec954.571.4556 FL C OF A #a500 FL Architect Im elneee N AA26662366 Pmjecl MICROWAVE SERVICE COMPANY A2P0045B 6189 N FEDERAL HIGHWAY FORT PIERCE, FL 34946 Drawleq Title: ELEVATION Project Ne.: 7140041 Deeigno� \ NOTE: cr 07/ o7/1s/14 Drown By: GR Checked By: RL 1L_ ❑_ NO WORK SHALL COthMENCE WITHOUT THE APPROVED TOWER/ANTENNA MOUNT STRUCTURAL :9' GROUND LEVEL ANALYSIS REPORT SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER UNDER llPEL. 0'-0" A.G.L SEPARATE COVER, IF REQUIRED, THE CONTRACTOR SHALL MODIFY TOWER AND/CR ANTENNA MOUNTS AS 114DICAI-ED IN THE ABOVE ME14TIOIJED STRUCTURAL REPORT OR ASSOCIATED PM aemew: UP Client Apomvm lesae Ne.: Drcw" N MODIFICATION DESIGN DRAWINGS. 1 C�� 24^r36" SCALE: 1/I6" = V—D' 1 n ".n^ scA�: I/32' = t'-D^ Is Iz' 6' 4' D` 16. 3 ® 4 5 6nw a v� C Ia A OWe °Ou°rOhgvv.camum°nuumvCnlrvul /.edpeeN OF INY EAPOIIJ °q PROPOSED ANTENNA 'ee,.. h. NdNN59 OOIOq N... FlGI I W 1910 K9rIX v}°E IyvIEMEryt{Pr'°n,ourrnl°n wgmex TILT BRACKET POLE PROPOSED COMMSCOPE nS'v.IlLnb$°I�u�s°no�rr o E FI 110!{y nEI,1gIH THE PnoPERr OF PROVIDED W/ANTENNA MOUNTING KR „._ MOUNTING PIPE HARDWARE RRI�sIFIeB° coRPORwrION.nEIIHEq MORg1SON HEROHFIEI.n NOR THE MLHITELT WI (BAND CLAMPS) he PRWIOINO CON.ON,OhcN xE .OF"he NN. OT SEP 11 2014 • '. MOUNTINGOBRACKETS � PROVIDED W/ANTENNA (TYPJ i 1 6 MOUNTING PLINTH p1pp)R�a`>QI'1 HERS'. IEL ml�r T—MOBILE ANTENNA NOKIA UMTS RF I € MODULE W SOLAR SHIELD ANTENNA MOUNTING PIPE gg B I ROBERT JERRY LARA PROPOSED ANTENNA - � € REGISTERED ARCHITECT BRACKET PROVIDED ( - STATE OF FLORIDA W/ANTENNA I - 1 AR92B24 PROPOSED 3-1/2" STD 16 5 GALV. SCHD. 40 PIPE • II EXISTING RADIO MOUNTING PIPE f 4 3 I! 2 PROPOSED T—MOBILE I LTE 700 RRUNOTE: I 0 09/11/14 ISSUE) FOR PERMIT NOTE: I A 07/15/14 1 90% CD SUBMtfTAL CONNECTING HARDWARE 7PROViDED UNIT SHALL BE MOUNTED AS PER W/ POLE MOUNTING KIT MANUFACTURER'S RECOMMENDATIONS. N°. ant° ncu°n clam: ANTENNA MOUNTING DETAIL NTS 1 UMTS RRU MOUNTING DETAIL NTS 2 LTE 700 RRU MOUNTING DETAIL NTS 3 IT ®Mobile e stick together° PROPOSED GALVANIZED I 130000NOOROTERRACE sUI- E 20 1-5/8' UNISTRUT SUPPORT SUNRISE, FL MM MATERIAL W/ END CAPS. FIELD VERIFY SPACING rr. o PROPOSED T—MOBILE LTE MORRISON HERSHFIELD TNu S°uffi Uniemity D e,SSuite 245. 700 RRU (BEHIND) 33324 , �I r.OF 3)e T°I:954.SFL o C6 OF A 485065Ti.4fi56 1 q-5 FLAmhlt°clhueinvve eAA26DDn66 ® 0 � mnmwn ° Iq .mm Pr°jecL { PROPOSED T—MOBILE ® AWS/700 DIPLEXER. SEE NOTE BELOW i MICROWAVE SERVICE COMPANY I A2P0045B PROPOSED 3 1/2" 0 1 B189 N FEDERAL HIGHWAY p FORT PIERCE, FL 34946 ® (4- O.D.) STD GALV. POST W1 ENO CAP 1 Dmntn9 nI°: PROPOSED 1'—O"O ; CONCRETE CAISSON DETAILS GROUND _ Project N°.: 7140041 NOTE: REFER TO LATEST p CT 07/15/14 f OrR°m By: Checked By: T—MOBILE RFDS I FOR DIPLEXER TYPE " GR RL ` PM Rem°°: AND QUANTITIES cremt APPrmrm AND COORDINATE LP _ DIPLEXER LAYOUT mexe Nm.: Dr°nm9 Nm. ON H—FRAME WITH T—MOBILE CM/RF. < 1'-0" 0 A-5 LTE 700 RRU & DIPLEXER MOUNTING DETAIL NTS 4 (NOT USED) 5 (NOT USED) 614, 0 A ® 5 6 COPY CoNjTptACTff-R'j C CONTRACTOVS.0-OPY" COINTpACTOIRL"S 012TVYet C, ollY