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HomeMy Public PortalAbout12-0545 AT&T Mobility v ��d�F lit'- r �\O\ r3C i r' AL r RotKm' CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 10-11-2012 PERMIT#: 120545 WORK DESCRIPTION ADD ANTENNAS TO EXISTING TOWER WORK LOCATION 78 VAN HORN-TIPD OWNER NAME AT&T MOBILITY ADDRESS 12555 CINGULAR WAY CITY,ST,ZIP ALPHARETTA GA 30004 PHONE NUMBER CONTRACTOR NAME GIBSON TECHNICAL SERVICES ADDRESS 230 MOUNTAIN BROOK COURT CITY STATE ZIP CANTON,GA 30115 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE ■ OCCUPANCY TYPE P TOTAL FEES CHARGED $2,000.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $25,000.00 TOTAL BALANCE DUE: $2,000.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire,soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: I ' 4 41Y1--4. - P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT 41 h • 'i J RECEIVE Location: 78 Van Horn Ave (410-358 Tybee North, # NAME ADDRESS TELEPHONE Owner AT&T Mobility 12555 Cingular Way,Alpharetta, GA 214-793-3516 30004 Architect Emmanuel Poulin/AWS 300 Crown Oak Center Dr, Longwood, 401-260-0231 or Engineer FL 32750 Building GTS 230 Mountain Brook Ct, Canton, GA 770-231-5231 Contractor 30115 (Check all that apply) C Repair ❑ Residential ❑ Footprint Changes ❑ Renovation ❑ Single Family ❑ Discovery ❑ Minor Addition ❑ Duplex ❑ Demolition (l Substantial Addition ❑ Multi-Family Other Alteration ❑ Commercial Details of Project: Installation of new antennas and equipment on existing tower. Installation of new equipment in existing lease area. No change to the height of the existing tower. Estimated Cost of Construction: $ 25,000.00 Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood&Masonry (5) Steel&Masonry existing tower (3) Brick Veneer Proposed use: existing tower Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units n/a # Bedrooms n/a #Bathrooms n/a Lot Area n/a Living space(total sq. ft.) n/a # Off-street parking spaces n/a Trees located& listed on site plan n/a Access: n/a Driveway n/a (ft.) With culvert? n/a With swale? n/a Setbacks: Front n/a Rear n/a Sides(L) n/a (R) n/a # Stories n/a Height n/a Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys,heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On-site restroom facilities will be provided through n/a On-site waste and debris containers will be provided by n/a Construction debris will be disposed by n/a by means of n/a I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by is permitted construction. Date: 9/11/2012 Signature of Applicant: ,/ 0 Note:A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number:New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: ure Date FEES Zoning Administrator U !Q /142- Permit 700D, Code Enforcement Officer Inspections Water/Sewer Water Tap Storm/Drainage Sewer Stub Inspections Aid to Const. City Manager TOTAL Z ZD(� LEAD-BASED PAINT Adapted from http://www.epa.gov/lead/pubs/renovation.htm.Please use that site to access the following information. Information for Property Owners of Rental Housing,Child-Occupied Facilities Property owners who renovate, repair, or prepare surfaces for painting in pre-1978 rental housing or space rented by child-care facilities must, before beginning work, provide tenants with a copy of EPA's lead hazard , • .r fi_ 1 information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, I WOO OT! and Schools. Owners of these rental properties must document compliance with this requirement. EPA's sample EA1SAEEC.l ED pre-renovation disclosure form may be used for this purpose. 1)IST.UR NG3 1 After April 22, 2010, property owners who perform these projects in pre-1978 rental housing or space rented NA! X 1 by child-care facilities must be certified and follow the lead-safe work practices required by EPA's Renovation, SQUAfT Repair and Remodeling rule. To become certified, COUL'[iYOU p g property owners must submit an application for firm . , certification and fee payment to EPA. The Agency has up to 90 days after receiving a complete request for BIG Ti' -c 1 certification to approve or disapprove the application. Property owners who perform renovation, repairs,and painting jobs in rental property should also: • Take training to learn how to perform lead-safe work practices. • Learn the lead laws that apply regarding certification and lead-safe work practices beginning in April 2010. • Keep records to demonstrate that you and your workers have been trained in lead-safe work practices and that you followed lead- safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements that took effect April 2010. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead-safe work practices in EPA's Stens to Lead Safe Renovation, Repair and Painting. Information for Homeowners Working at Home If you are a homeowner performing renovation, repair, or painting work in your own home, EPA's RRP rule does not cover your project. However, you have the ultimate responsibility for the safety of your family or children in your care. If you are living in a pre-1978 home and planning to do painting or repairs, please read a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. You may also want to call the National Lead Information Center at 1-800- 424-LEAD (5323)and ask for more information on how to work safely in a home with lead-based paint. Information for Tenants and Families of Children under Age 6 in Child Care Facilities and Schools As a tenant or a parent or guardian of children in a child care facility or school, you should know your rights when a renovation job is performed in your home, or in the child care facility or school that your child attends. • Before starting a renovation in residential buildings built before 1978, the contractor or property owner is required to have tenants sign a pre-renovation disclosure form, which indicates that the tenant received the Renovate Right lead hazard information pamphlet. • Beginning in December 2008, the contractor must also make renovation information available to the parents or guardians of children under age six that attend child care facilities and schools, and to provide to owners and administrators of pre-1978 child care facilities and schools to be renovated a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. Information for Contractors As a contractor, you play an important role in helping to prevent lead exposure. Ordinary renovation and maintenance activities can create dust that contains lead. By following the lead-safe work practices, you can prevent lead hazards. Contractors who perform renovation, repairs, and painting jobs in pre-1978 housing and child-occupied facilities must, before beginning work, provide owners, tenants, and child-care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. EPA's pre-renovation disclosure form may be used for this purpose. Understand that after April 22, 2010, federal law will require you to be certified and to use lead-safe work practices. To become certified, renovation contractors must submit an application and fee payment to EPA. See: Application for firm certification.The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Contractors who perform renovation, repairs,and painting jobs should also: • Take training to learn how to perform lead-safe work practices. • Find a training provider that has been accredited by EPA to provide training for renovators under EPA's Renovation, Repair, and Painting (RRP) Program. Please note that if you previously completed an eligible renovation training course you may take the 4-hour refresher course instead of the 8-hour initial course from an accredited training provider to become a certified renovator. Click here for a list of eligible courses. • Provide a copy of your EPA or state lead training certificate to your client. • Tell your client what lead-safe methods you will use to perform the job. • Learn the lead laws that apply to you regarding certification and lead-safe work practices beginning in April 2010. • Ask your client to share the results of any previously conducted lead tests. • Provide your client with references from at least three recent jobs involving homes built before 1978. • Keep records to demonstrate that you and your workers have been trained in lead-safe work practices and that you followed lead- safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements. • R--d about ho• = comply w' :PA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • •ead ab. t he to'use lead . =work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. Sign 'r ) Date v\c.4 Printed Name DEFT OF euNrut r RESOURCES , � � \i^� _ � 2„, GEORGIA \=.nom,,., Permit Acknowledgement of Asbestos/Environmental Notification to Georgia EPD for Projects Involving Demolition,Wrecking,or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. ■ L, 1 I Un std - Date Chris Kinchen Printed Name Office Use Only: Project Address: Permit Number: t , \.\ !!) June 30,2010 The following deficiencies have reached an unacceptable level on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the Owner or his agent, they are their responsibilities. The two areas of deficiencies are in the two most basic and common BMPs on local projects. They are: Co—Construction Exit Sdl —Sediment Barrier Correct installation information can be found not only in the "Green Book" but in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, 4310 Lexington Road, P.O. Box 8024, Athens, GA 30603, telephone 706.542.3065, www.gaswcc.org, Georgia Soil and Water Conservation Commission; http://www.gaswcc.org/docs/ field_manual_4ed.pdf. Problems with the Co is not limited to the installation, but to the material. Specifically, the job site personnel are telling me the stone delivered is the 1.5"-3.5" stone they requested. I have experienced on my own projects suppliers not adhering to the specs they are given with the orders. While I regret this situation, I will no longer be accepting any deviation from the State requirements. The stone will be a representation of 1.5"-3.5" stone or larger. Gradations that are obviously smaller will no longer be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the construction exit. Similarly, I am finding Type A sediment barriers installed where Type C is required and shown on the permit drawings. I have attempted to work with the Owners through increased inspections, additional backup BMPs, etc. This has evidently become common knowledge based on the installations I am finding. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant;steel or wood posts,post spacing,Type C or A. There has been no discharge into state waters due to previous occasional deficiencies. However, the increased frequency has created unnecessary exposure to: 1) Sediment discharge into nearby waters of the State, 2) Increased maintenance efforts by the DPW on downstream lines. 3) Due to#2, higher cost to island taxpayers. I will be adhering strictly to the manual on all BMPs and not just these two. Downer Davis City of Tybee Island Consulting Engineer Sign. ure of Owner/Contractor REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 5-4-9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property(prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance(quirements. Applicant name: '`\U\ Project I.D.: a (l-1 Attachments approved by: Date: FLOOD INSURANCE RATE MAPS and FLOOD DAMAGE PREVENTION ORDINANCE The Federal Emergency Management Association (FEMA) mandated adoption of new Flood Insurance Rate Maps (FIRMS) and a new Flood Damage Prevention Ordinance (FDPO) by September 26, 2008. It was required that the FDPO that the City of Tybee Island adopted meet or exceed the minimum standards outlined by FEMA. There are significant changes in the new ordinance. Some of the more significant changes are outlined below, however, please be aware that this outline does not address all of the changes. The ordinance in its entirety and the new FIRMs are available at the City's website, www.cityoftybee.org or in the Zoning Department at City Hall. AE ZONES • SURVEY REQUIREMENT — All new construction/substantial improvement projects are required to submit an as-built certification immediately after the lowest floor or flood-proofing is completed. • FINISHED FLOOR ELEVATION — All new construction/substantial improvement projects are required to be elevated at least one foot above the base flood elevation. The following are included in the requirement and must be elevated: o All heating and air conditioning equipment and components, including ductwork; o All electrical; o All plumbing fixtures; o All other service facilities. • NON-RESIDENTIAL — New construction/substantial improvement for non- residential projects may elect to floodproof the project in lieu of elevation. VE ZONES • SURVEY REQUIREMENT — All new construction/substantial improvement projects are required to submit an as-built certification after placement of the lowest horizontal structural members. • FINISHED FLOOR ELEVATION — All new construction/substantial improvement of existing structures shall be elevated so that the bottom of the lowest supporting horizontal structural member(excluding pilings or columns) is located no lower than one foot above the base flood elevation level. Substantial Improvement means any combination of repair, reconstruction, alteration, or improvement to a structure taking place during a 5-year period, in which the cumulative cost equals or exceeds 50% of the market value before the start of construction of the improvement. Please do not hesitate to contact (912) 786-4573, extension 107, if you require more information. October 200R t .1 f ...„_nnoCro! ` City of Tybee Island CODES ENFORCEMENT NOTICE The State of Georgia and the City of Tybee Island enforce the following Codes for construction. International Building Code, 2006 Edition and State Amendments International Residential Code, 2006 Edition and State Amendments International Fire Code, 2006 Edition and State Amendments International Plumbing Code, 2006 Edition and State Amendments International Mechanical Code, 2006 Edition and State Amendments International Fuel Gas Code, 2006 Edition and State Amendments International Energy Conservation Code, 2009 Edition and State Amendments National Electrical Code, 2008 Edition and State Amendments 1999 SS I U 10-99 Standard for Hurricane Resistant Residential Construction These are but a few of the design standards that new construction and additions to structures will need to comply with.They can affect all work. The following design provisions became effective January 1, 2002 for construction in the City of Tybee Island. These design standards will be enforced on plans submitted for review and inspection. 3-SECOND WIND GUST 130 MPH FASTEST MILE BASIC WIND SPEED 110 MPH SEISMIC DESIGN CATEGORY "C" WIND EXPOSURE "D" CLIMATE ZONE "2" The following are the requirements for new windows: NEGATIVE DESIGN PRESSURE DP 45 or higher SOLAR HEAT GAIN COEFFICIENT 0.3 or lower WINDOW PROTECTION 1/2—inch minimum for plywood or approved alternate method All work shall conform to the City of Savannah Technical Specifications except as stated in the Special Conditions on the following pages. The City of Savannah Technical Specifications are available online at: http://www.cisavannah.ga.us/spr/SPRGuide.nsf/O/fcb3b1933d86c87b85256b670079a 863?Open Document&Start=l&Count=500&Expand=2.5 SPECIAL CONDITIONS All work shall conform to the City of Savannah Technical Specifications except as stated in these Special Conditions. The City of Savannah Technical Specifications are available online at the City of Savannah web site. Where in conflict, these Special Conditions shall govern. GENERAL Engineer refers to both the Engineer for the project and the City of Tybee Island's Engineer. Justifications of the Engineer's approval including but not limited to required testing shall by submitted to the City of Tybee Island prior to the City of Tybee Island issuing concurrence. Where requirements differ from those stated in the GASWCS"Green Book",the stricter will govern. All communications required of the departments referenced in the City of Savannah ordinances will be submitted to the following City of Tybee Island Departments: 1) Department of Planning,Zoning&Economic Development 2) Public Works 3) Water&Sewer Time of notification to the City of Tybee Island excludes: 1) Any and all federal, state, county and city holidays. 2) Weekends 3) Times of community alerts or disasters including, but not limited to, tropical storm and hurricane alerts, periods of rainfall exceeding the 25 year storm as determined by the City of Tybee Island and the following two weekdays. Time of notification to the State Department of Transportation and other departments is the minimum. Such time of notification may be greater if required by those agencies. All text for signage and markings shall be submitted to the City of Tybee Island for approval. All materials will be domestic. Imported materials shall be allowed only after the City of Tybee Island approves a written request from the Owner's agent. SECTION 02100 CLEARING / PART 2 — EXECUTION / 2.05 EXISTING TREE PROTECTION / A. SITE DEVELOPMENT PROJECTS Tree Quality Points as defined in the City of Savannah Specifications are not required. SECTION 02100 CLEARING/PART 2—EXECUTION/2.05 EXISTING TREE PROTECTION/A.SITE DEVELOPMENT PROJECTS. The following requirements pertain primarily to site development projects such as Community Centers, Fire Stations, and other projects that require Tree Quality Points:to all projects. SECTION 02270-EROSION AND SEDIMENTATION CONTROL Where requirements differ from those stated in the GASWCS"Green Book",the stricter will govern. SECTION 02400-STORM DRAINAGE 2.18 TELEVISING: After the completion of cleaning, all constructed storm lines must be televised by the City prior to acceptance. Accordingly, all storm lines that are installed • • - -- --- - -• - • - - - - =--=""=' _ will be televised, including-the first section of private lines between manholes that are connected to the public lines. In addition, storm lines from eteraawater detention-basins to-the-City system shall be televised. Contractors will be charged a fee, currently ':•. - ° - -0 - - -- - - •-- = •- - - - - =- -- - ' - --- prior to televising. Details and procedures of this program are included in the "Televising Procedures Manual" developed by the City's Water Quality Control Department who will be providing the television services. Contractors will be responsible for becoming familiar with this manual and for the costs of televising. The City may waive the televising requirement if the lines are short enough and of a diameter that allows visual inspection by lampinq. SECTION 02550-WATER DISTRIBUTION SYSTEM/PART 1 -PRODUCTS 1.01 PIPE: A. Ductile Iron Pipe- Shall conform to ANSI/AWWA C150/A21.50 latest revision and ANSI/AWWA C151/A21.51 latest revision for laying condition two. All pipe shall be cement lined in accordance with ANSI/AWWA C104/A21.4 latest revision. 1--All Pipe Larger than 12 inches shall be ductile iron unless PVC is specifically allowed by the City. 1.09 GATE VALVES D. Valve Manhole- Gate valves -4- 10"and larger shall be installed in a manhole. Gate valves 8" and larger within pavement shall be installed in a manhole. 2.01 INSTALLATION 4. Depth of Pipe-The Contractor shall perform excavation of whatever substances are encountered to a depth that will provide a minimum cover over the top of the pipe of 36-inches from the existing or proposed finished grade, for pipe 12- inches and smaller. Pipe larger than 12-inches in diameter shall have 36/18 inches of cover from the finished grade. A minimum cover of 33" (inches) and a maximum cover of 60"(inches)39" (inches).from finished grade shall be accepted as within tolerance used unless approved by the City to avoid a conflict. If the design cover will be less than 36", duct iron pipe may be required by the City shall-be-used. Bedding shall be per specifications, industry association standards or manufacturers recommendations,whichever is greater. 2.05 PROCEDURES FOR CONNECTIONS OF WATER MAINS: B. Procedure 6. If a wet tap is required, the contractor will be responsible for preparing the site. This preparation includes the excavation and installation of the tapping sleeve. The contractor will make available a lifting device for the tapping machine and at least a 100 CFM Air Compressor to power the tapping machine. The Gay Contractor will provide the tapping machine and one-man personnel to operate the unit. All taps of 12"and smaller diameter will be made by the City Water private firm to perform the wet tap fora particular new main. All taps will be made under the supervision of the City of Tybee Island Water Department. SECTION 02554-WASTEWATER COLLECTION SYSTEM 2.12 MANHOLES The drop through manholes shall be equal to the steepest percentage of the upstream and downstream lines may be used at the discretion of the City of Tybee Island. Horizontal alignment changes greater than 90 degrees at a single manhole shall not be allowed. A wide sweep invert shall be required for all manholes where the horizontal alignment change is 90 degrees. Section 03300 CAST-IN-PLACE CONCRETE CHAPTER 1 -GENERAL 1,1-Scope 1.3-Design of Concrete Structures shall be performed and stamped by a Professional Engineer registered in the State of Georgia. In no instance shall a concrete sidewalk be less than 4"thick nor a driveway less than 6"thick. The Engineer shall refer to City of Savannah Standard Construction Details for minimum design requirements of various structures. CHAPTER 3-PROPORTIONING 3.2-Strength The specified compressive strength of the concrete (t'c) for each portion of sidewalks and curb and gutters shall be a minimum of 3888 4,000 psi unless a greater strength requirement is indicated on the contract drawings or herein. Driveway and road paving shall have a compressive strength of not less than 5000 psi. Strength requirements shall be based on 28-day compressive strength unless a different test age is specified. The compressive strength of the concrete shall be determined by ASTM C39. CHAPTER 5-REINFORCEMENT 5.7-Sidewalks shall be reinforced by one of the following methods: 5.7.1 Welded wire mesh located 2"from the top surface of the concrete. Minimum size of mesh shall be 6"x6"-W2.9 x W2.9. 5.7.2-Concrete shall be fiber reinforced. 5.7.3-Deformed reinforcing bars providing no less than 0.25 square inches per foot(each way). SECTION 11100-SUBMERSIBLE WASTEWATER PUMPS 5-25 HORSE POWER DUPLEX ACROSS THE LINE MAGNETIC PART III-FINAL INSPECTION 3.01 FINAL INSPECTION/ACCEPTANCE B. Dry Pumping Test: The pump will be-tested in ene of two ways; Facility Test or Site Test: The pump will be tested by both a Facility Test and a Site Test. • Sound level means the weighted sound pressure level obtained by the use of a sound level meter and frequency weighting network,such as A, B, or C as specified in American National Standards Institute Specifications for Sound Level Meters (ANSI S1.41971, or the latest approved revision thereof).If the frequency weighting employed is not indicated,the A-weighting shall apply. Sound level meter means an instrument which includes a microphone, amplifier, RMS detector, integrator or time average, output or display meter,and weighting networks used to measure sound pressure levels,which complies with American National Standards Institute Standard 1.4-1971 as revised. Sound pressure means the instantaneous difference between the actual pressure and the average or barometric pressure at a given point in space,as produced by sound energy. Used and occupied mean and include the words"intended,""designed,"or"arranged to be used or occupied." (Code 1983,§ 11-3-2) Sec.22-111. Exceptions. The provisions of this article shall not apply to: (1) The emission of sound for the purpose of alerting persons to the existence of an emergency. (2) The emission of sound in the performance of emergency work. (3) Agricultural activities,exclusive of those involving the ownership or possession of animals or birds. (4) Public mass transportation vehicles. (5) Church or clock carillons,bells,or chimes. (6) The emission of sound in the discharge of weapons or in fireworks displays for which a permit has been issued. (7) Public works projects specifically approved by the mayor and council. (Code 1983,§ 11-3-3) Sec.22-112. Noise disturbance prohibited. (a) Prohibited. No person shall make, continue, or cause to be made or continued, except as permitted, any noise disturbance, or any noise in excess of the limits for such noise established in this section. (b) Maximum permissible sound levels. With the exception of sound levels elsewhere specifically authorized by this article,table 1 sets forth the maximum permissible sound levels allowed at or within the real property boundary of a receiving land use.Any activity or use that produces a sound in excess of such noise levels for a receiving land use shall be deemed a noise disturbance and is in violation of this article. (c) Measurement of sound.The measurement of sound or noise shall be made with a sound level meter meeting the standards prescribed by the American National Standards Institute or its successor body. The instrument shall be maintained in calibration and good working order.Octave band corrections may be employed in meeting the response specification.A calibration check shall be made of the system at the time of any noise measurement.Measurements recorded shall be taken so as to provide a proper representation of the noise source.The microphone used during measurement shall be positioned so as not to create any unnatural enhancement or diminution of the measured noise. A windscreen for the microphone shall be used when required. Traffic, other transportation noise sources and other background noises shall not be considered in taking measurements except where such background noise interferes with the primary noise being measured.It is the intention that this sound to be measured is what is being created by the sound complained of excluding intruding noises from isolated identifiable sources,but including ambient sound level.The measure of all sound levels shall be made as close to the property line of the receiving land use as is practical. TABLE 1 Sound Levels by Receiving Land Use Zoning Category of Receiving Land Time(3) Use" Sound Level Limit,dBA(4) Residential° At all times 60 Commercial At all times 75 Noise Sensitive Area At all times 55 0 As set forth in the Land Development Code. (2)Any zoning district containing the letter"R." °Unless otherwise stated in this article. (4)For any source of sound which emits a pure tone,the maximum sound level limits set shall be reduced by five dBA. (d) Equipment use restrictions. Regardless of decibel levels,the following equipment may not be operated between the hours of 8:00 p.m. and 7:00 a.m.:Monday-Friday and on Saturday and Sunday 8:00 p.m.to 10:00 a.m.: (1) Electrical power tools. (2) Motor powered,muffler equipped lawn,garden,and tree trimming equipment except residential lawn mowers. (3) Construction equipment,which includes landscaper's lawn mowers and other landscaping motorized equipment. (Code 1983,§ 11-3-4;Ord.of 4-29-2005;Ord.of 7-26-2007) AT&T Mobility at&t 12555 Cingular Way Alpharetta, GA 30004 September 11, 2012 Ms. Diane K. Otto City of Tybee Community Development City Hall 403 Butler Ave Tybee Island, GA 31328 RE: AT&T site maintenance—410-147, 410-032 Ms. Otto, Please find enclosed our construction drawings, permit application and related docs for the 2 existing tower sites listed below. As I indicated in my email to you,AT&T is already on this tower but will be performing a technology upgrade at each site. 410-013 506 JONES AVENUE TYBEE ISLAND GA CHATHAM 31328 410-358 78 VAN HORN AVENUE TYBEE ISLAND GA CHATHAM 31328 Please feel free to call/email me if you have any questions or concerns. I can be reached at 678-437-6809 or ckinchen @mlconsultinginc.com. Thank you in advance and I look forward to hearing from you soon as to when the permit will be ready for pickup. Kind R gard v Chris Kinchen, Agent ML Consulting, Inc. 678-437-6809 ckinchen@mlconsultinginc.com FROM :GIBSON TECHNICAL SERVICE FAX NO. :7703451676 Sep. 07 2012 10:58AM P2 STAVE OF GEORGIA BRIAN'P.KEI P,Secretary of State State Licensing Board for Residential/General Contractor Ge -ral Contractor Company • LICENSE NO. GCC0002446 Gibson Technicaa Services 230 Mountain Brook Court Canton GA 30115 Qualifying Agent: Jon Alan Martin 1 Qualifying Agent License NO: GCQA0(2460 EXPIRATIONS DATE-06/30/2014 Active J 2375 364 • Above is your license issued by the Georgia State Board of Residential and General Contractors, A pocket-sized license card is • below. Please make note of the expiration date on your license. It is your responsibility to renew your license before it expires. License renewals may be completed prior to the expiration date via the Board's website or by obtaining a paper renewal from the Board office. Reminder: It is your responsibility to keep your insurance current. Please provide the Board with a copy of your Certificate of Insurance each time your insurance is renewed. The Board does.receive copies of cancellation notices which will affect the status of your license. It is the licensee's responsibility to notify the board office immediately of any charge of name or address.You may update your address online at the board's website at www.sos.ga.gov/plb/contractors/ You may contact the Board at: GEORGIA STATE BOARD FOR RESIDENTIAL&GENERAL CONTRACTORS 237 COLISEUM DRIVE,MACON,GEORGIA 31217-3858 478-207-2440(phone) website: www.sos.ga.gov/p1b/contractors/ • STATE OF GEORGIA BRIAN P.KEMP,Secretary of State State Licensing Board for Residental(General Contractor General Contractor Company Gibson Technical Services LICENSE NO. GCC0002446 230 Mountain Brook Court Gibson Technical Setvices Canton GA 30115 230 Mountain Brook'Court Canton GA 30115 Qualifying Agent:Jon Alan Martin Qualifying Agent License NO:GCQA002460 EXP1RATION DATE-06/30/2014 Active • Licensor Site Name/Number:Tybee Island,GA/303430 Licensee Site Name/Number:Tybee North/410-358 FA# 10133971 SCHEDULE TOWER SPACE LICENSE FOR NEW SITES This Schedule is executed and delivered pursuant to that certain Master Tower Space License Agreement between Licensor and Licensee dated October 31,2005(the"Agreement"). All terms and conditions of the Agreement are incorporated herein by reference and made a part hereof for all purposes. Upon the execution by Licensee and Licensor,Licensee hereby licenses the Licensed Premises described below or the installation and operation of Its Equipment described herein in accordance with the terms and conditions of the Agreement and those set forth below: License Contract Number: Licensee Information: Licensee's Name: New Cingular Wireless PCS,LLC,a Delaware limited liability company Notice Address: New Cingular Wireless PCS,LLC Attn: AT&T Network Real Estate Administration Re:Cell Site#:410-358 Cell Site Name: Tybee North Fixed Asset No: 10133971 12555 Cingular Way,Suite 1300 Alpharetta,GA 30004 With a copy to: New Cingular Wireless PCS,LLC Attn AT&T Legal Department Re:Cell Site#:410-358 Cell Site Name: Tybee North Fixed Asset No: 10133971 1025 Lenox Park Blvd.,5th Floor Atlanta,GA 30319 Contact Name: Stephen Home Contact Number: (912)644-5463 Fax Number: N/A Invoice Address; New Cingular Wireless PCS,LLC Attn:Accounts Payable Re:Cell Site#:410-358 i Cell Site Name: Tybee North Fixed Asset No: 10133971 12555 Cingular Way,Suite 1300 Alpharetta,GA 30004 Licensor Information: Notice Address: American Towers,Inc. clo American Tower 10 Presidential Way Woburn,MA 01801 Licensor Site Name/Number:Tybee Island,GA/303430 Licensee Site Name/Number:Tybee North/410-358 FA# 10133971 Contact Name: Contracts Manager Contact Number: (781)926-4500 Fax Number: (781)926-4555 Remittance Address: American Towers,Inc. Dept.5305 P.O.Box 30000 Hartford,CT 06150-5305 Tower Information: Licensor Site Name: Tybee Island Coordinates: Lat.32-1-25.46 N Long.80-51-0.98 W Licensor Site Number: 303430 Licensee Site Name: Tybee North Licensee Site Number: 410-358 License Fees and Term: License Commencement Date: the earlier of(i) the issue date of the NTP by Licensor or(ii the date on which Licensor provides Licensee with written notice that Licensor has acquired or leased additional ground space at the Tower Facility as pursuant to Other Provision (a) ("License Commencement Date-j. License Fee:Two Thousand Eight Hundred Ninety-Five and 38/100 Dollars($2,895.38), payable monthly in advance Refer to Section 4.2 of the Agreement for the duration of the License Term(including renewal periods)and Section 6.1 of the Agreement for the Annual Escalator Collocation Fee for Tower Upgrade,if applicable: N/A Licensee Equipment Information: Licensee's Equipment,Frequencies and Channels and the identification of the Licensed Space at the Tower Facility are described in Exhibit A.which is incorporated herein by reference and made a part hereof.The precise frequency information shall be provided for informational purposes only. Site Drawings pursuant to Section 8.2(h)of the Agreement,Including the location of Licensee's Equipment within Licensor's building or shelter(if applicable)shall be attached hereto as Exhibit B. As-Built Drawings pursuant to Section$.2(b)of the Agreement shall be attached hereto as Exhibit C. Other Provisions: • (a) Licensor and Licensee understand and acknowledge that this Schedule is contingent upon Licensor providing Licensee with notice that Licensor has either acquired or leased additional Licensor Site Name/Number:Tybee Island,GA/303430 Licensee Site Name/Number:Tybee North/410-358 FA# 10133971 ground space at the Tower Facility sufficient to accommodate Licensee's approved equipment as set forth herein. • Licensor and Licensee agree and acknowledge that this Schedule is contingent upon the ground lessor's consent. • All Licenses for Tower Facilities located in the state of Florida shall include the following provision in this section: "Radon is a naturally occurring radioactive gas that,when it has accumulated in a building in sufficient quantities may present health risks to persons who are exposed to it over time. Levels of radon that exceed federal and state guidelines have been found in buildings in Florida. Additional information regarding radon and radon testing may be obtained from your county public health unit." • All Licenses for Tower Facilities located in the state of Texas shall include the following provision in this section(must be caps,bold,at least 10 point type): WAIVER OF TEXAS DECEPTIVE TRADE PRACTICES ACT. LICENSEE SPECIFICALLY ACKNOWLEDGES AND AGREES THAT IT HAS KNOWLEDGE AND EXPERIENCE IN FINANCIAL AND BUSINESS MATTERS THAT ENABLE IT TO EVALUATE THE MERITS AND RISKS OF ITS TRANSACTION WITH ATC,AND THAT IT IS NOT IN A SIGNIFICANTLY DISPARATE BARGAINING POSITION WITH ATC. LICENSEE HEREBY WAIVES ALL ITS RIGHTS UNDER THE TEXAS DECEPTIVE TRADE PRACTICES—CONSUMER PROTECTION ACT,SECTION 741 ET.SEQ.OF THE TEXAS BUSINESS AND COMMERCE CODE(THE "DPTA"),A LAW THAT GIVES CONSUMERS SPECIAL RIGHTS AND PROTECTIONS. • AFTER CONSULTATION WITH AN ATTORNEY OF CUSTOMER'S OWN SELECTION, CUSTOMER VOLUNTARIY CONSENTS TO THIS WAIVER. • All Licenses for Tower Facilities located in the state of North Carolina shall include the following provision: "Prior to the commencement of any Work to be performed in the State of North Carolina by any contractor or subcontractor retained by Licensee(directly or indirectly),Licensee is solely responsible and liable to Licensor for the delivery to Licensor of a certificate from the North Carolina Industrial Commission stating that such contractor and subcontractor have each complied with G.S.97-93 of the North Carolina General Statutes. • All Licenses for Tower Facilities located on property which Licensor subleases from AirTouch Communications,Inc.or one of its Affiliates("AirTouch")shall include the following provision,shall be subject to any applicable AirTouch right of first refusal and shall include Rider#1 as an attachment thereto: "The"Rider to Master License Agreement for Airtouch Subleased Towers"attached hereto is hereby incorporated into this License in its entirety and the terms and conditions contained therein shall supersede any contradictory provision in the Agreement or this License." • All Licenses for Tower Facilities upon which AirTouch Communications,Inc.or one of its Affiliates("AirTouch")is the anchor tenant shall include the following provision,shall be subject to any applicable AirTouch right of first refusal and shall include Rider#2 as an attachment thereto: "The"Rider to Master License Agreement for Airtouch BTS Sites"attached hereto is hereby incorporated into this License in its entirety and the terms and condition contained therein shall supersede any contradictory provision in the Agreement or this License. • All Licenses for Tower Facilities acquired by ATC from AT&T Corp,shall contain the following provision: "Notwithstanding anything to the contrary in the Agreement or this License,Licensee agrees that(a)it will not use any frequencies that will interfere with any frequencies then being used by AT&T Corp.("AT&T")on the commencement date of this License,(b)in the event that Licensor notifies Licensee that Licensee's equipment is interfering with a pre- existing use of the AT&T equipment,Licensee shall immediately terminate all interfering operations by correction,disconnection of electric power or a complete shut down of the Licensor Site Name/Number:Tybee Island,GA/303430 Licensee Site Name/Number:Tybee North/410-358 FA# 10133971 interfering equipment,(c)in the event that Licensor notifies Licensee that Licensee's equipment is interfering with a pre-existing use of the AT&T equipment and Licensee is unable to operate its equipment without such interference within 3 days after receipt of such notice,Licensee must remove the interfering equipment from the Tower Facility,and(d) Licensee acknowledges that AT&T is a third party beneficiary of the provisions of subsection(a),(b),and(c)." • Additional provisions(including,without limitation,Administrative Fees)may be inserted here on a site-specific basis. Licensor Site Name/Number:Tybee Island,GA/303430 Licensee Site Name/Number:Tybee North/410-358 FA#10133971 Agreed to and Accepted by: Agreed to and Accepted by: LICENSEE: LICENSOR: New Cingular Wireless PCS,LLC,a American Towers,Inc.,a Delaware corporation, Delaware limited liability company d/b/a American Towers(Delaware),Inc.,a wholly 1 owned subsidiary of American Tower Corporation,a Delaware corporation By:AT&T Mobility Corporation Its:Manager By: By: Adin■ �tt Name: DpyjdS n N: « Ri. . d Rossi Title: Manager Title:Vice President,Contract Management (f ( Date: f"� The offer of license expressed in any this Schedule as offered to Licensee shall automatically expire and become void if not accepted and executed by Licensee and such acceptance received by Licensor within twenty(20)Business Days of the Offer Date in accordance with Section 3. This Schedule does not constitute Licensed Space until completed and executed by both parties in accordance with Section 3.1(c). EXHIBITS ATTACHED HERETO: Exhibit A—Description of Equipment Exhibit B—Site Drawings Exhibit C—As Built Drawings Exhibit D-FCC/FAA Compliance Data Exhibit E—Minimum Commitment Acknowledgement Form Licensor Site Name/Number:Tybee Island,GA/303430 Licensee Site Name/Number:Tybee North/410-358 FA# 10133971 EXHIBIT A DESCRIPTION AND LOCATION OF EQUIPMENT See attached. 1 , EXHIBIT A NmElogulr Wmlw ICS.I1.0 iybx Ida/1 I GROUND SPACE REQUIREMENTS PwwvLVCOMM/WE LEASE AREA IN taNsioNS(LOWE(A)) WE IT.IT 134A 230 gA ms4ct WI 111MI..,.(-/+W.N(RN WA 1 A CUSTUMEAMEOW/ r" DIMENSIONS(WWI(SE 2//A PAD FORSIIETER DIMENNSWh3(WV OE WA STOOP 1RMGNSTON/ILxw(I1)) WA 1/-/"0416•'. f wrcIK91RCAELNRrs QuAxnTYIIPCAEIWTIS / ' W"'E I u-/2.121•' red) {X rnwxs)rxlE(raw(rot 2oxta BACKUP POWER REQUIREMENTS WAND GENERATOR OINTRATOR NOT REW1R)E7 X ATC111A1MGE CRAT011 1 CAPACITY NEEDED(KW) WA IWInKCUNTOMPRSiE.TER GE9RFA7OR(mb ixtN0.°^�,,-��T--� GENERATOR(19 91 m....10 Prusyllryr9Q 1 0E997 Wm/am) ADDITIONAL LEASE AREA REQUIRED,A FOR BACKUP POWER(LAW(R)) MANtRM1V NW MAKE/MODEL N/A CAPACITY(KAT WA WEI.TYPE N/A PAO14/ROEIRRA2UR r D M24/KENa(UM Nth NA 14RY TANK wMEK10F6(4WIR)) WA TANK E22133 WA PAO FOR 1I41.TANK Offeguk.d)r— DIMESIONS(RsW(R)) WA (- SECONDARY LEASE AREA REQUIREMENTS Will supplementary'pound Spam be=dal to y 1 N J X sa :modals additional cquipmIlU? 1PVIS.AtIITIONAL12LA/NARLN NM/K//NM1IZW11I/A)) WA SEA WA Minimum spare required if requested aa9a Rot available(LRWAH(RJ):WA SC n WA ADDRTONAL EQUIPMENT: NIA O[ME SION9(TAWp1(RE WA ADDITIONAL EQUIPMENT: N/A 111M1NAON33Aw35314 WA POWER/TELCO REQUIREMENTS POWt2I PROVIDERDY: ururn.coomer,/NRECT IX ATC PROVIDED A9 .91991919999er 99MnW/(kw 9•A911/A xT3TNTERCONNIICPR6QUIRSMeNla POTS i TI rX MICROWAVE 1 FIBER OPTICS I~ m TRANSMITTER SPECIFICATIONS(d RECEIVER for'Doadeal(Cuatom.r ONLY) T , IRANSMITTLWRLCEIVI7t rift TlI I.,R ke.RW Mow*lrf Rm. WA N/A WA WA QIYa1TICANSWITMSAthrEIVERS I I WA WA VA WA I I MANUPACT/RIEI En... B 1/1.1 WA WA WA N/A TEPEA*NNE. 1106 35/A WA N/A NIA NoA ITYPEa12TiCIPO1t1UY DIM UMTS _ WA N/A N/A N/A TXPOWTROUIMrc 41 Olin*319 W919 45 dam-.21.5W.a. N/A WA WA VA •I i)Wwo) 1066 W333 I946194ll. WA WA WA N/A V IIICTRIC SERVICE MIMED tA31.0433) mOAap./Sa Vap. 200 Amps/220 Vol. WA WA N/A N/A ANTENNA EQUIPMENT(REMAINING/PROPOSED)SPECIFICATIONS t A:mama'Mk P..3Onl TTAIMA RRTRICU WA WA VA RAOCE4TEEAO1.(R) 117 127 (27 WA WA WA II/IRTtAISO VIVANT MGM(R) 117 12: 1Z* WA ILIA VA ■ NNRPM12/T mow(TVP6 too Pr9Ela Maroon WA WA WA WA WA I/IU1PN(NI MANUFACTUAER _ Put.... AdwW talent, WA N/A WA El/191MWITMOOFI.I 742.213 E111190042/K NNd10020 NIA N/A N/A E9,911I949I4T19A(FN67ONS(IWW•L12 51-99•x610.1272' 11.(%69`x29' 7' 21'x2• WA WA WA L).1sw ba a:.4d lgtmMENTWEa(Mtpn e.o.I.RwI 1633 It. I.R. I 1616 WA WA NA _ EQUIPMENT M:MY 4 II 12 WA WA �VA _ AZIMti1'I15/OIRE[TRIN 9[RAO1ATf(2YTaep9n2 0/110/140 0/120/240 0/(20/240 WA WA WA 'QTT.IILICI l A2&R1rlI/SWUUR.L/ //4N" 212/1 414/4 4/4/4 WA WA N/A . _ T 7AAN599T.WU VE ecTIIANYNUT A RECEIVE Tw.ml•R.wirr WA WA NA N/A WA TN FREgtRNCY (0651912 MN. 1961-IWI1MI1x WA WAS WA-- NA RXNtliQUENCY 1051902 NMI tlI1.1902 M1U WA WA WA N/A r 1•Wa1.9l was MN..W 133.3333,W7 No N9 WA WA WA WA ANTIDnLA GAIN 179 id 1219 WA WA N/A WA ■ TOTAL/of 11N60+,PgwlK m nl.am 12 N/A 1 WA WA -� VA -i^• • 11NEQTWI.EACII A73M(/INISECTOR.f.//I/N 4(4/4 WA I WA WA WA r i1NOTYPE 03* N/A Comml C.M.. WA NA NA IJ1/I3 SANATIVE/SEE la/9• WA 2/4' .WA WA WA Licensor Site Name/Number:Tybee Island,GA/303430 Licensee Site Name/Number:Tybee North/410-358 FA# 101339/1 EXHIBIT B SITE DRAWING To Be Provided By Licensee I A_CAPILIP>ANOI . SITE DESIGN Nu TM ET PPO AS".."ah i 4� I u��" j,- nRi WKgNW*RIK AMW,AI. ERIC PARR a rF10's ape Art OM mama, . QA .rR MO noWEIL eau ireeetioNl ee Amami W 00 ILRINI.**mu*lc M • ` �_ �n �*PpM6y�s MA410ilOLM CPPWI�II 1 O WL***lent Hamm max APplattos %Es IIIIAL tams=MA will Mace IP IsoutllEmN / `` AssesumL V Pee aulfea iI. ^ SHELTER Am' euL7BPICr •.:,.. \ CONC. j y ` (�A�OFTt ATJT 1lm6RY a STOOP IA %I. © r Mt etgAC. N , —.n Ii ANIUs .�, liktil,A w'NO!YANK� T`r'BEE ISLAND to BuFTER 6L� b•.. 0`E GEORGIA \ Nt*W wt E.I-SC OEDER 4 0 PiX 20' SHELTER © \ 'ME MOIL its. D}6" CYifoYElp ATAT ficeuN „. \ \ ,tA.► \ ealt.OGTCN ICI .Mee Ark( lc'e� PROPOSED \ JI��AII..�Q 12'X20' II A\ ORDURE/SPACE \ \ y \ ® GROUNDING coworn TEST WELL 'T�Q��o O A WC MR CONDTIMTApNO GMT AN AR VENT ''s. ` \ \ `` S BOLLARD 1.' o' [WINO FENCE ! \ CSC FIRER OPTIC CARNET .{e.,i. k. TO SE RENOVFD \ E ELECTRICAL SERVICE DISC. .- BY AT&T \ `` `_ •�` B GENERATOR RECEPTACLE• GEN GENERATOR �y s� NEw FENCE 16 \ �. "�, LC LIDDING CONTROL \ '.0 eo AT&T%ISITNO \ .1 �` PO PULL BOX • �' PP POWER POLE +P(@� pa T TELEPHONE HDOR S t� \ I. ..4, ID TELEPHONE DEMARK t5' �T iRN TRANSFORMER \ W WATER VALVE le "^. /--------,1 OINENSpNS NOT VERIFIED "�., \� SY LICENSEE,SURVEYOR --.I 0. 009 r �•.,, SITE PLAY LAYOUT I. SCE q,P , `...._td"` 0 5 10 SNIT NVRIDL I RY. SP-1 0 ( T I tRNi I i, ' Licensor Site Name I Number:Tybee Island,GA/303430 Licensee Site Name/Number:Tybee North/410-358 FA#10133971 EXHIBIT C AS-BUILT DRAWINGS To Be Provided By Licensee Licensor Site Name I Number:Tybee Island,GA/303430 Licensee Site Name/Number:Tybee North/410-358 FA It 10133971 EXHIBIT D FCC/FAA Compliance Data (To be provided if available) (Required when Cingular antennas are to be collocated on leased sites) • 2C survey(latitude,longitude,Bound elevation)with IA tolerance*for heights** OR 1A survey • NEPA disclosure from tower owner or manager:Is the tower the subject of a pending environmental review or related proceeding before the FCC involving compliance with Section 106 of the National Historic Preservation Act?Was the tower constructed prior to 3/16/01? • lithe tower was constructed after 3/16/01,the clearance from the State Historic Preservation Officer("SHPO")must be attached.(If the Cingular antennas increase the height of the structure by more than 10%of the current structure height,or protrude from the structure by more than 29 feet,then the tower owner or Cingular must obtain a new SHPO clearance also.) • Copy of FAA Form 7460 and 7460-1,if applicable • Copy of FCC Form 854 and 854R,if applicable • Verification that FCC Tower Registration number has been posted on the site,if applicable • Verification of the type of FAA marking and lighting on the structure,if applicable Other information to be supplied,if applicable and available: • Copy of applicable ground lease • Notification of any right of first refusal that affects the subject site *IA tolerances specify that a vertical measurement("height")is accurate to within plus or minus 3 feet. A 2C tolerance is only accurate to within plus or minus 20 feet on the vertical **Both structure heights and overall structure heights must be provided. The structure height is the height of the antenna structure itself:,while the overall height includes any appurtenances added at the top of the structure,such as buildings,flagpoles,antennas,lightening rods,etc. Licensor Site Name/Number:Tybee Island,GA/303430 Licensee Site Name I Number:Tybee North/410-358 FA# 10133971 EXHIBIT E Minimum Commitment Acknowledgement Form By executing this Minimum Commitment Acknowledgement Form, Licensee and Licensor acknowledge that this Schedule is being executed in satisfaction of a portion of Licensee's Minimum Commitment set forth in that certain Site License Modification Agreement executed the 31st day of October,2005. American Tower Site Name: Tybee Island American Tower Site Number: 303430 Cingular Site Name: Tybee North Cingular Fixed Asset Number: 10133971 Agreed to and Accepted by: Agreed to and Accepted by: LICENSEE: LICENSOR: New Cingular Wireless PCS,LLC,a American Towers,Inc.,a Delaware corporation, Delaware limited liability company d/b/a American Towers(Delaware),Inc.,a wholly owned subsidiary of American Tower Corporation,a Delaware corporation By:AT&T Mobility Corporation Its:Manager By: -- By: 4,, Name: Sontt Davidson ''a", :"' r d Rossi Title: Manager Title:Vice President,Contract Management Date: ci/( (C/ _ Date: [6 HUSSEY, GAY, BELL & DEYOUNG, INC. CONSULTING ENGINEERS A Bell Company October 10,2012 Q op p ) [,i 2012 Ms.Diane D. Schleicher City Manager City of Tybee Island P.O.Box 2749 Tybee Island, GA 31328-2749 Re: New AT&T Antenna Installation—Existing Monopole 78 Van Horn Ave Tybee Island,GA Dear Mrs. Schleicher; This letter summarizes the results of HGBD's review of the Permit Submittal for the attachment of new antennas to the existing monopole. The initial submittal included drawings,dated September 3,2012 prepared by AW Solutions,Inc, and the Application of Building Permit,dated September 11, 2012. The Drawings Tl, Cl-C8 and SP1-SP2 included layout,details, specifications and coatings information.The updated submittal included drawings dated September 26,2012,and structural calculations dated October 1,2012. HGBD's review was undertaken in order to assess,in general,if the design documentation for the proposed improvements appear to be consistent with applicable codes and good professional practices. The reviewer has not undertaken a detailed analysis of the calculations or verified the technical sufficiency of each design element, responsibilities that remain solely with the designer-of-record. This review was limited to the structural portions of the submittal only. We have reviewed the submittal and understand that the Tenant, AT&T, desires to place additional antennas and accessories on the existing monopole Iocated at 78 Van Horn Ave. It is our understanding that the monopole currently has numerous antennas and other hardware from different companies at this time. Based on our review, we recommend that the project be approved. If the City of Tybee Island has a maintenance agreement with a utility services company or similar company then the maintenance company shall review the plans. Please call if there are any questions. Sincerely, • ...7.riez161,4„.L .ezt- Michael Zaitz,P.E. cc: Steve Wohlfeil • John Hastings 329 COMMERCIAL DRIVE(31406)•P.O.BOX 14247•SAVANNAH,GEORGIA 31416-1247•TELEPHONE 912354A626•FACSIMILE 912.354.6754 625 Green Street,N.E. 474 Wando Park Blvd..Suite 201 (29464) 1219 Assembly Street(29201) Gainesville,GA 30501 P.O.Box 1771 P.O,Box 7967 Telephone:770535.1133 Mt.Pleasant,SC 29465 Columbia,SC 29202 Facsi mile:770535.1134 Telephone:843.849.7500 Telephone:803.799.0444 Facsimile:843.849.7502 Facsimile:803.799.1499 www.hgbd.com AMERICAN TOWERS C O R P O R A T I O N Structural Analysis Report Structure : 146 ft Monopole ATC Site Name : Tybee Island, GA ATC Site Number : 303430 Engineering Number : 50117722 Proposed Carrier : AT&T Mobility Carrier Site Name : Tybee North Carrier Site Number : 10133971/410-358 Site Location : 78 Van Horn Tybee Island, GA 31328-9719 32.023739,-80.850272 County : Chatham Date : October 1, 2012 Max Usage : 100% Result : Pass Tyler M. Barker /� Design Engineer GkS 'E, Q- Q 4 ,4 _ * No. PEQ35216 0 PROFESSIONAL 15:14,J, rvj r�. MO 10/02/12 01 :05 PM an A Eng. Number 50117722 October 1, 2012 AMERICAN TOWER` C O R P O R A T I O N Table of Contents Introduction 1 Supporting Documents 1 Analysis 1 Conclusion 1 Existing and Reserved Equipment 2 Proposed Equipment 2 Structure Usages 3 Foundations 3 Deflection,Twist, and Sway 3 Standard Conditions 4 Calculations Attached 400 Regency Forest Drive-Cary,NC 27518-919.468.0112 Office-919.466.5414 Fax-www.americantower.com Eng. Number 50117722 October 1, 2012 AMERICAN TOWER* Page 1 C O R P O R A T I O N Introduction The purpose of this report is to summarize results of a structural analysis performed on the 146 ft monopole to reflect the change in loading by AT&T Mobility. Supporting Documents Tower Drawings EEI Drawing#GS50630,dated October 20,1997 Foundation Drawing EEI Drawing#F3149-150,dated October 30,1997 Geotechnical Report AGES Job#J1841,dated October 27,1997 Modifications ATC Engineering#43526034,dated July 23,2009 Analysis The tower was analyzed using American Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 130 mph (3-Second Gust) Basic Wind Speed w/Ice: 30 mph(3-Second Gust)w/1/4" radial ice concurrent Code: ANSI/TIA-222-G/2006 IBC w/Georgia State Amendments Structure Class: II Exposure Category: D Topographic Category: 1 Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact me via email at tyler.barker @americantower.com or call 919-466-5061. 400 Regency Forest Drive-Cary,NC 27518-919.468.0112 Office-919.466.5414 Fax-www.americantower.com A Eng. Number 50117722 October 1, 2012 AMERICAN TOWER' Page 2 C O R P O R A T I O N Existing and Reserved Equipment Mount Elev'(ft) Qty. Antenna Mount Type Coax(in) Carrier 6 Decibel DB848H90E-XY (12)15/8 146.0 3 Decibel DB878G105AXY Platform w/Handrails (1)1/2 Sprint Nextel 1 TTA 132.0 3 Antel BCD-80010-25 Side Arms (3)15/8 Southern Comm 1 RFS 490104 (1)1/2 6 14"x9"TTA 122.0 12 77"x 14"Panel Low Profile Platform (12)15/8 AT&T Mobility 6 Andrew ETM190G-12UB (1)3/8 12 Kathrein 860 10025 91.0 1 Antel BCD-87010 Side Arm (1)15/8 Georgia Power Co Proposed Equipment Elevation'(ft) Qty. Antenna Mount Type Coax(in) Carrier Mount RAD 122.0 122.0 6 Ericsson RRUS 11 Low Profile Platform (2)0.88 AT&T Mobility 1 Raycap DC6-48-60-18-8F (1)7.5 mm 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount,RAD elevation is defined as center of antenna above ground level(AGL). Install proposed coax inside the pole shaft. 400 Regency Forest Drive-Cary,NC 27518-919.468.0112 Office-919.466.5414 Fax-www.americantower.com Eng. Number 50117722 October 1, 2012 AMERICAN TOWER` Page 3 C O R P O R A T I O N Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 94% Pass Shaft 100% Pass Base Plate 48% Pass Foundations Reaction Component Original Design Factored Design Analysis Reactions %of Design Reactions Reactions Moment (Kips-Ft) 4,480.4 6,048.5 6355.9 105% *The design reactions are factored by 1.35 per ANSI/TIA-222-G,Sec.15.5.1 The structure base reactions resulting from this analysis are less than those shown on the original structure drawings,therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Elevation (ft) Deflection (ft) Sway(Rotation) (0) 122.0 1.090 -1.035 *Deflection and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G 400 Regency Forest Drive-Cary,NC 27518-919.468.0112 Office-919.466.5414 Fax-www.americantower.com AMERICAN TOWER` C O R P O R A T I O N Standard Conditions All engineering services are performed on the basis that the information used is current and correct.This information may consist of, but is not necessary limited,to: - Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. -- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Engineering Services and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary,we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA-222.The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222.Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes,the client shall specify the exact requirement. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Engineering Services is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. 400 Regency Forest Drive-Cary,NC 27518-919.468.0112 Office-919.466.5414 Fax-www.americantower.com Job Information Pole : 303430 Code: ANSI/TIA-222 Rev G Description : 146'EEl Monopole Client: AT&T Mobility Struct Class : II Location : Tybee Island,GA Shape : 12 Sides Exposure : D Copyright 0 2007-2011 by American Tower Corporation.All rights reserved. Height: 146.00 (ft) Topo: 1 Base Bev(ft): 0.00 Taper: 0.25000'(i n/ft) 146-0' [I Ii II Sections Properties Diameter(in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade 132'-0' Section (n) Top Bottom (in) Type (in) (in/ft) (ksi) 27-10X8 3/16'Thick 1 44.130 42.96 54.00 0.500 0.000 0.250001 65 (65 KSI) 2 44.670 34.23 45.40 0.438 Slip Joint 75.000 0.250001 65 2r-11°1127'V 3 44.460 25.14 36.25 0.375 Slip Joint 61.000 0.250001 65 A 4 27.907 19.50 26.47 0.188 Slip Joint 46.000 0.250001 65 .18'-1'1(8 Y Discrete Appurtenance Attach Force Bev (ft) Bev (ft) Qty Description 146.000 150.000 3 Decibel DB878G105AXY 146.000 150.000 6 Decibel DB848H90E-XY 44`-5'1/2 146.000 146.000 1 Flat Platform w/Handrails 3/8'Thick 146.000 150.000 1 TTA (65 KSI) 132.000 132.000 3 Side Arm 91'-0' 132.000 132.000 1 RFS 490104 132.000 137.665 3 Antel BCD-80010_25 32'-6'5/8 _'_- / 122.000 122.000 6 Ericsson RRUS 11 122.000 122.000 1 Raycap DC6-48-60-18-8F 122.000 122.000 12 77"x 14"Panel 122.000 122.000 6 Andrew ETM190G-12UB 61` 122.000 122.000 12 Kathrein 860 10025 77'_5'5/8 ti 122.000 122.000 6 14"x 9"TTA E 146 0 122.000 122.000 91.000 91.000 1 Low Profile Platform 1 Flat Side Arm 91.000 96.583 1 Antel BCD-87010 44.8.1!16 Linear Appurtenance 7/16'Thick Bev(ft) Exposed (65KSI) From To Description To Wind 5.000 122.0 1 5/8" Coax No 5.000 122.0 3/8" Coax No 14' 1°9116 ___ 5.000 132.0 1 5/8" Coax No L.. 5.000 132.0 1/2" Coax No 75. 5.000 146.0 1 5/8" Coax No 7' 10.9/16 Y 5.000 146.0 1/2" Coax No +t 0.000 91.000 1 5/8" Coax No 0.000 122.0 0.88"Cable No 0.000 122.0 7.5 m m Fiber No 44-1'9/16 (65 KS!) Load Cases (65 KSI) 1.2D+1.6W 130.00 mph with No Ice 0.9D+1.6W 130.00 mph with No Ice(Reduced DL) 1.2D+1.0Di+1.0Wi 30.00 mph with 0.25 in Radial Ice 1.0D+1.0W 60.00 mph Serviceability I 1 Y Y Reactions Moment Shear Axial Load Case (kip-ft) (kip) (kip) 1.2D+1.6W 6355.93 67.90 42.33 0.9D+1.6W 6316.86 67.87 31.71 1.2D+1.0Di+1.0Wi 248.53 2.68 47.92 1.0D+1.0W 845.01 9.04 35.42 Dish Deflections 146'-0` , Attach Deflection Rotation D I 1 Load Case Bev (ft) (in) (deg) r 0.00 0.000 0.000 132!-0" 27-107/8 3/16'Mid( (65 KSI) 21'-11°1122-0° C L 46' .18'-1'118 44-5'1/2 3/8`Thick (65 KSI) 32'-6'5/8 61' 77-5'5/8 1 146'-0° 44-8°1J16 7116°Thick (65 KSI) 14-1'9/16 -- 1 75' 7-10'"9/16 k 44-1'9/16 112°Thick (65 KSI) l I . v i,l ic, q- I i , , I 1 1 , 1 • .I-� , 1 , 1 i 1 1 1 145.000-- il.:'_ T ,---, - ,- -,-- ,------------------- 1.00 140.000-- ---:--- -- ---�- �- -�-- - - - - - - 135.000 qua_ It F,` -, t. 1 1 1 u ;ti i I 1 1 !I I 1 1 ----------------- - aa- r r r r T T - 1 , , , , , r 1 1 L I.Y7 1 1 I 1 I , --- - 1 1 !I __ 1 1 I 110.000 I ; ;°911 ID r,rl - ,--------------------r- - 1 I 1 1 1 1 1 1 1 l 1_I rir■ 1 1 1 I ■ 100.000--L--- i---i---i---i---1---i---J---J---J---J • L 1 i 1 1 1 1 1 1 1 1 , 1 1 , 1 1 1 1 1 95.000--r---r---r---r---T---,---T---r---------------,---,-- ". i I 7 c r 1 1 I I 1 1 1 1 I J_ 1 85.000 1 ci 75 a'+ 80.080-_r___r__.r___r___,___r__-,___r___,--._,___,___�___., .,_ r_ _ 1 1 1 1 1 1 i 1 1 I I 1 1 1 75.000 ;�---�---�---�---i--- -- --- --- --- --- --- --- --- ---- - '- 1 1 1 1 1 1 1 1 I G 1 , 1 - 1 70.000---r---r---r---r---T---,---T---T------------------------------ ' - _ r I 1 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 1 1 1 1 1 I 6 1 1 1 60.000 I _ _ --__ ^ i 1 1 1 1 I I'�!I t 1 - - - I 1 1 1 1 1 1 i 1 _1'-I I'i 50.000--L___i___;___;-__i___1___i___1___1___J_ J_ _J___ J________________ _ _ 1 1 1 1 1 1 1 1 1 1 i 1 - -- - 1 1 44.130-_L_-_L___L__-L-__1-_-i___1___1___J_ J___J___J_--JJ-------- _ __ li.IF, -r-- _ _ I 1 1 1 1 1 1 i _ - i i 1 � 35.000- I I.gp ■ 1 1 1 1 1 l 1 25.000--1'--- ---I--- ---1---i---i---i---J---J---=----1- - - - __J J L 1 114 i 1 1 1 1 . _ 1 1 1 1 1 20.000- --r--f___r___r___r___T___T___T___T___1_-_1__-1___1___11________________ 1 1 1 1 1.4`1 ,_ 1 1 1 1 I'-{ I 10.000 !Igta U'' 1 1 1 1 1 1 1 l_ 1 1 1 1 1 0.000--L___L-__L___L___1-__1_--1___1___J___J-__J--_J--_J_--J-------------------- - r1 0.07 0.12 0.17 0.22 0.27 0.32 0.37 0.42 0.47 0.52 0.57 0.62 0.67 0.72 0.77 0.82 0.87 0.92 0. I.u:' Interaction Pole: 303430 Code: ANSIITIA-222 Rev G y 10/1/2012 3:03:23 PM Location: Tybee Island,GA Struct Class : II Height: 146.0 (ft) Exposure Category: D Page: 1 Base Dia : 54.00 (in) Topographic Category: 1 Top Dia : 19.50 (in) Base Bev: 0.000 (ft) Shape : 12 Sides / X Taper: 0.250001 (in/ft) Copynght 02007-2011 by American Tower Corporation.All rights reserved. �-,J Shaft Section Properties Bottom Top Slip Sect Length Thick Fy Joint Joint Weight Dia Bev Area lx W/t D/t Dia Bev Area lx W/t D/t Taper Info (ft) (in) (ksi) Type Len(in) (Ib) (in) (ft) (sqin) (inA4) Ratio Ratio (in) (ft) (sqin) (inA4) Ratio Ratio (in/ft) 1-12 44.130 0.5000 65 0.00 11,601 54.00 0.00 86.14 31468.3 26.79 108.00 42.96 44.13 68.37 15739.1 20.88 85.93 0.250001 2-12 44.670 0.4375 65 Slip 75.00 8,433 45.40 37.88 63.35 16349.8 25.66 103.78 34.23 82.55 47.62 6943.3 18.83 78.26 0.250001 3-12 44.460 0.3750 65 Slip 61.00 5,540 36.25 77.47 43.33 7121.1 23.76 96.69 25.14 121.93 29.91 2341.8 15.82 67.05 0.250001 4-12 27.907 0.1875 65 Slip 46.00 1,307 26.47 118.09 15.87 1400.1 35.69 141.21 19.50 146.00 11.66 555.1 25.72 104.00 0.250001 Shaft Weight 26,881 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elev Weight CaAa CaAa Weight CaAa CaAa From Face Ecc (ft) Description Qty (lb) (sf) Factor (Ib) (sf) Factor (ft) (ft) 146.00 Decibel DB848H90E-XY 6 28.00 8.360 0.75 87.17 8.854 0.75 0.000 4.000 146.00 Decibel DB878G105AXY 3 25.00 10.300 0.66 85.82 10.831 0.66 0.000 4.000 146.00 Rat Platform w/Handrails 1 2000.00 42.400 0.90 2,473.41 49.386 0.90 0.000 0.000 146.00 TTA 1 10.00 1.400 0.50 22.19 1.342 0.50 0.000 4.000 132.00 Antel BCD-80010_25 3 26.50 2.950 1.00 59.16 4.283 1.00 0.000 5.665 132.00 RFS 490104 1 25.90 5.600 1.00 65.91 5.074 1.00 0.000 0.000 132.00 Side Arm 3 150.00 5.200 0.67 174.12 6.096 0.67 0.000 0.000 122.00 14"x 9"TTA 6 10.00 1.230 0.50 19.24 1.184 0.50 0.000 0.000 122.00 77"x 14"Panel 12 35.00 10.480 0.67 102.55 10.429 0.67 0.000 0.000 122.00 Andrew ETM190G-12UB 6 16.00 1.060 0.50 23.58 1.040 0.50 0.000 0.000 122.00 Ericsson RRUS 11 6 50.00 2.990 0.67 72.54 2.767 0.67 0.000 0.000 122.00 Kathrein 860 10025 12 1.20 0.180 0.50 3.17 0.214 0.50 0.000 0.000 122.00 Low Profile Platform 1 1500.00 26.100 1.00 1,711.98 32.347 1.00 0.000 0.000 122.00 Raycap DC6-48-60-18-8F 1 20.00 1.260 1.00 42.16 2.089 1.00 0.000 0.000 91.00 Antel BCD-87010 1 26.50 2.900 1.00 57.30 4.173 1.00 0.000 5.583 91.00 Flat Side Arm 1 150.00 6.300 1.00 173.24 7.081 1.00 0.000 0.000 Totals 64 5395.30 7,987.20 Number of Loadings : 16 Linear Appurtenance Properties Elev Elev Exposed From To Width Exposed (ft) (rt) Description (in) To Wind 5.00 146.00 (12)1 5/8" Coax 0.00 N 5.00 146.00 (1)1/2" Coax 0.00 N 5.00 132.00 (3)1 5/8" Coax 0.00 N 5.00 132.00 (1)1/2" Coax 0.00 N 0.00 122.00 (2)0.88"Cable 0.00 N 0.00 122.00 (1)7.5 mm Fiber Cable 0.00 N 5.00 122.00 (12)1 5/8" Coax 0.00 N 5.00 122.00 (1)3/8" Coax 0.00 N 0.00 91.00 (1)1 5/8" Coax 0.00 N Pole : 303430 Code: ANSI/TIA-222 Rev G Y 10/1/2012 3:03:24 PM Location: Tybee Island,GA Struct Class : II Height: 146.0 (ft) Exposure Category: D Page: 2 Base Dia : 54.00 (in) Topographic Category: 1 Top Dia : 19.50 (in) Base Elev: 0.000 (ft) Shape: 12 Sides / X Taper: 0.250001 (in/ft) Copyright©2007-2011 by American Tower Corporation.All rights reserved. 4/ Segment Properties (Max Len : 5ft) Seg Top Rat Elev Thick Dia Area Ix Wit D/t f=y S Weight (ft) Description (in) (in) (in^2) (in^4) Ratio Ratio (ksi) (in3) (lb) 0.00 0.5000 54.000 86.135 31,468.3 26.79 108.00 75.5 1125. 0.0 5.00 0.5000 52.750 84.122 29,313.7 26.13 105.50 76.2 1073. 1,448.4 10.00 0.5000 51.500 82.110 27,259.8 25.46 103.00 77.0 1022. 1,414.1 15.00 0.5000 50.250 80.097 25,304.1 24.79 100.50 77.7 972.8 1,379.9 20.00 0.5000 49.000 78.085 23,444.3 24.12 98.00 78.4 924.3 1,345.6 25.00 0.5000 47.750 76.072 21,677.9 23.45 95.50 79.1 877.0 1,311.4 30.00 0.5000 46.500 74.060 20,002.5 22.78 93.00 79.9 831.0 1,277.2 35.00 0.5000 45.250 72.047 18,415.8 22.11 90.50 80.6 786.2 1,242.9 37.88 Bot-Section 2 0.5000 44.530 70.888 17,541.1 21.72 89.06 81.0 761.0 700.4 40.00 0.5000 44.000 70.035 16,915.2 21.44 88.00 81.3 742.7 962.6 44.13 Top-Section 1 0.4375 43.842 61.147 14,704.1 24.71 100.21 77.8 647.9 1,842.1 45.00 0.4375 43.625 60.840 14,484.1 24.57 99.71 77.9 641.4 180.6 50.00 0.4375 42.375 59.079 13,262.5 23.81 96.86 78.7 604.6 1,020.2 55.00 0.4375 41.125 57.318 12,111.6 23.04 94.00 79.6 568.9 990.2 60.00 0.4375 39.875 55.557 11,029.2 22.28 91.14 80.4 534.3 960.2 65.00 0.4375 38.625 53.797 10,013.4 21.51 88.29 81.3 500.8 930.3 70.00 0.4375 37.375 52.036 9,061.9 20.75 85.43 81.9 468.4 900.3 75.00 0.4375 36.125 50.275 8,172.7 19.98 82.57 81.9 437.1 870.3 77.47 Bot-Section 3 0.4375 35.508 49.406 7,756.3 19.60 81.16 81.9 422.0 418.3 80.00 0.4375 34.875 48.514 7,343.6 19.22 79.71 81.9 406.8 792.3 82.55 Top-Section 2 0.3750 34.987 41.794 6,391.0 22.86 93.30 79.8 352.9 783.1 85.00 0.3750 34.375 41.055 6,057.7 22.42 91.67 80.3 340.4 345.3 90.00 0.3750 33.125 39.546 5,413.8 21.53 88.33 81.2 315.7 685.7 91.00 0.3750 32.875 39.244 5,290.8 21.35 87.67 81.4 310.9 134.1 95.00 0.3750 31.875 38.036 4,817.3 20.63 85.00 81.9 292.0 525.9 100.0 0.3750 30.625 36.527 4,266.2 19.74 81.67 81.9 269.1 634.3 105.0 0.3750 29.375 35.017 3,758.9 18.85 78.33 81.9 247.2 608.6 110.0 0.3750 28.125 33.508 3,293.5 17.95 75.00 81.9 226.2 582.9 115.0 0.3750 26.875 31.999 2,868.2 17.06 71.67 81.9 206.2 557.3 118.0 Bot-Section 4 0.3750 26.102 31.065 2,624.3 16.51 69.60 81.9 194.2 331.9 120.0 0.3750 25.625 30.489 2,481.1 16.17 68.33 81.9 187.1 301.7 121.9 Top-Section 3 0.1875 25.518 15.293 1,252.5 34.32 136.10 67.3 94.8 299.2 122.0 0.1875 25.500 15.282 1,249.8 34.30 136.00 67.3 94.7 3.8 125.0 0.1875 24.750 14.830 1,142.0 33.23 132.00 68.5 89.1 153.7 130.0 0.1875 23.500 14.075 976.3 31.44 125.33 70.4 80.3 245.9 132.0 0.1875 23.000 13.773 914.9 30.72 122.67 71.2 76.8 94.8 135.0 0.1875 22.250 13.320 827.6 29.65 118.67 72.4 71.9 138.3 140.0 0.1875 21.000 12.565 694.7 27.87 112.00 74.3 63.9 220.2 143.0 0.1875 20.250 12.113 622.3 26.79 108.00 75.5 59.4 126.0 145.0 0.1875 19.750 11.811 576.9 26.08 105.33 76.3 56.4 81.4 146.0 0.1875 19.500 11.660 555.1 25.72 104.00 76.7 55.0 39.9 26,881.2 Pole: 303430 Code: ANSIlTIA-222 Rev G Y 1 0/1/2012 3:03:24 PM Location: Tybee Island,GA Struct Class : II Height: 146.0 (ft) Exposure Category: D Page: 3 Base Dia : 54.00 (in) Topographic Category: 1 Top Dia: 19.50 (in) Base Elev: 0.000 (ft) Shape : 12 Sides / X Taper: 0.250001 (in/ft) Copyright©2007-2011 by American Tower Corporation.All rights reserved. Load Case: 1.2D+1.6W 130.00 mph with No Ice 24 Iterations Gust Response Factor: 1.10 Wind Importance Factor : 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev qz qzGh C Thick Tributary Aa CfAa Force X Load Ice Loan (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 1.03 42.334 46.56 614.65 1.000 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 1.03 42.334 46.56 600.42 1.000 0.000 5.00 23.024 23.02 1,715.5 0.0 1,738.0 10.00 1.00 1.03 42.334 46.56 586.19 1.000 0.000 5.00 22.485 22.48 1,675.3 0.0 1,697.0 15.00 1.00 1.03 42.343 46.57 572.03 1.000 0.000 5.00 21.946 21.95 1,635.5 0.0 1,655.9 20.00 1.00 1.08 44.516 48.96 571.93 1.000 0.000 5.00 21.406 21.41 1,677.1 0.0 1,614.8 25.00 1.00 1.12 46.277 50.90 568.26 1.000 0.000 5.00 20.867 20.87 1,699.6 0.0 1,573.7 30.00 1.00 1.16 47.768 52.54 562.23 1.000 0.000 5.00 20.328 20.33 1,709.0 0.0 1,532.6 35.00 1.00 1.1949.066 53.97 554.50 1.000 0.000 5.00 19.789 19.79 1,708.9 0.0 1,491.5 37.88 Bot-Section 2 1.00 1.21 49.745 54.72 549.44 1.000 0.000 2.88 11.154 11.15 976.5 0.0 840.5 40.00 1.00 1.22 50.219 55.24 545.47 1.000 0.000 2.12 8.256 8.26 729.7 0.0 1,155.1 44.13 Top-Section 1 1.00 1.24 51.084 56.19 537.25 1.000 0.000 4.13 15.805 15.81 1,421.0 0.0 2,210.5 45.00 1.00 1.24 51.258 56.38 546.39 1.000 0.000 0.87 3.283 3.28 296.1 0.0 216.7 50.00 1.00 1.27 52.206 57.42 535.62 1.000 0.000 5.00 18.549 18.55 1,704.3 0.0 1,224.2 55.00 1.00 1.29 53.078 58.38 524.15 1.000 0.000 5.00 18.009 18.01 1,682.4 0.0 1,188.2 60.00 1.00 1.31 53.888 59.27 512.08 1.000 0.000 5.00 17.470 17.47 1,656.9 0.0 1,152.3 65.00 1.00 1.32 54.643 60.10 499.49 1.000 0.000 5.00 16.931 16.93 1,628.3 0.0 1,116.3 70.00 1.00 1.34 55.352 60.88 486.45 1.000 0.000 5.00 16.392 16.39 1,596.9 0.0 1,080.4 75.00 1.00 1.36 56.020 61.62 473.01 1.000 0.000 5.00 15.853 15.85 1,563.0 0.0 1,044.4 77.47 Bot-Section 3 1.00 1.37 56.336 61.97 466.24 1.000 0.000 2.47 7.622 7.62 755.7 0.0 502.0 80.00 1.00 1.37 56.652 62.31 459.21 1.000 0.000 2.53 7.855 7.86 783.2 0.0 950.7 82.55 Top-Section 2 1.00 1.38 56.962 62.65 452.05 1.000 0.000 2.55 7.767 7.77 778.7 0.0 939.7 85.00 1.00 1.39 57.253 62.97 455.02 1.000 0.000 2.45 7.331 7.33 738.7 0.0 414.4 90.00 1.00 1.40 57.825 63.60 440.66 1.000 0.000 5.00 14.559 14.56 1,481.6 0.0 822.8 91.00 Appertunance(s) 1.00 1.41 57.936 63.73 437.75 1.000 0.000 1.00 2.847 2.85 290.3 0.0 160.9 95.00 1.00 1.42 58.371 64.20 426.03 1.000 0.000 4.00 11.172 11.17 1,147.8 0.0 631.1 100.0 1.00 1.43 58.894 64.78 411.15 1.000 0.000 5.00 13.480 13.48 1,397.3 0,0 761.2 105.0 1.00 1.44 59.396 65.33 396.04 1.000 0.000 5.00 12.941 12.94 1,352.8 0.0 730.3 110.0 1.00 1.45 59.879 65.86 380.73 1.000 0.000 5.00 12.402 12.40 1,307.0 0.0 699.5 115.0 1.00 1.46 60.343 66.37 365.22 1.000 0.000 5.00 11.862 11.86 1,259.8 0.0 668.7 118.0 Bot-Section 4 1.00 1.47 60.622 66.68 355.53 1.000 0.000 3.09 7.069 7.07 754.2 0.0 398.3 120.0 1.00 1.47 60.792 66.87 349.52 1.000 0.000 1.91 4.316 4.32 461.8 0.0 362.1 121.9 Top-Section 3 1.00 1.48 60.960 67.05 343.42 1.000 0.000 1.93 4.282 4.28 459.4 0.0 359.0 122.0 Appertunance(s) 1.00 1.48 60.967 67.06 348.31 1.000 0.000 0.07 0.161 0.16 17.3 0.0 4.6 125.0 1.00 1.49 61.225 67.34 338.78 1.000 0.000 3.00 6.503 6.50 700.7 0.0 184.4 130.0 1.00 1.50 61.644 67.80 322.77 1.000 0.000 5.00 10.407 10.41 1,129.0 0.0 295.1 132.0 Appertunance(s) 1.00 1.50 61.808 67.98 316.32 1.000 0.000 2.00 4.012 4.01 436.4 0.0 113.7 135.0 1.00 1.51 62.050 68.25 306.61 1.000 0.000 3.00 5.856 5.86 639.5 0.0 165.9 140.0 1.00 1.51 62.443 68.68 290.30 1.000 0.000 5.00 9.328 9.33 1,025.2 0.0 264.2 143.0 1.00 1.52 62.674 68.94 280.45 1.000 0.000 3.00 5.338 5.34 588.8 0.0 151.2 145.0 1.00 1.52 62.826 69.10 273.85 1.000 0.000 2.00 3.451 3.45 381.6 0.0 97.7 146.0 Appertunance(s) 1.00 1.53 62.901 69.19 270.55 1.000 0.000 1.00 1.693 1.69 187.4 0.0 47.9 Totals: 146.00 43,150.4 0.0 32,257.5 Pole : 303430 Code: ANSI/TIA-222 Rev G Y Location: Tybee Island,GA Struct Class : II 10/1/2012 3:03:24 PM Height: 146.0 (ft) Exposure Category: D Page: 4 Base Dia : 54.00 (in) Topographic Category: 1 Top Dia: 19.50 (in) Base Elev: 0.000 (ft) Shape: 12 Sides / X Taper: 0.250001 (in/ft) Copyright©2007-2011 by American Tower Corporation.All rights reserved. 4/ Load Case: 1.2D+1.6W 130.00 mph with No Ice 24 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Elev qz qzGh CaAa t.:aAa Ecc Ecc FX Y Z Loaa (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (Ib) (Ib-ft) (Ib-ft) (Ib) 91.00 Antel BCD-87010 1 58.539 64.393 1.00 1.00 2.90 0.000 5.583 298.78 0.00 1,668.20 31.80 91.00 Flat Side Arm 1 57.936 63.730 1.00 1.00 6.30 0.000 0.000 642.40 0.00 0.00 180.00 122.0 14"x 9"TTA 6 60.967 67.063 0.40 0.80 2.95 0.000 0.000 316.75 0.00 0.00 72.00 122.0 77"x 14" Panel 12 60.967 67.063 0.54 0.80 67.41 0.000 0.000 7,232.89 0.00 0.00 504.00 122.0 Andrew ETM190G- 6 60.967 67.063 0.40 0.80 2.54 0.000 0.000 272.97 0.00 0.00 115.20 122.0 Ericsson RRUS 11 6 60.967 67.063 0.54 0.80 9.62 0.000 0.000 1,031.79 0.00 0.00 360.00 122.0 Kathrein 860 10025 12 60.967 67.063 0.40 0.80 0.86 0.000 0.000 92.71 0.00 0.00 17.28 122.0 Low Profile Platform 1 60.967 67.063 1.00 1.00 26.10 0.000 0.000 2,800.56 0.00 0.00 1,800.00 122.0 Raycap DC6-48-60-18- 1 60.967 67.063 0.80 0.80 1.01 0.000 0.000 108.16 0.00 0.00 24.00 132.0 Antel BCD-80010_25 3 62.261 68.487 1.00 1.00 8.85 0.000 5.665 969.78 0.00 5,493.79 95.40 132.0 RFS 490104 1 61.808 67.988 1.00 1.00 5.60 0.000 0.000 609.18 0.00 0.00 31.08 132.0 Side Arm 3 61.808 67.988 0.67 1.00 10.45 0.000 0.000 1,136.98 0.00 0.00 540.00 146.0 Decibel DB848H90E- 6 63.197 69.517 0.56 0.75 28.21 0.000 4.000 3,138.23 0.00 12,552.9 201.60 146.0 Decibel 3 63.197 69.517 0.50 0.75 15.30 0.000 4.000 1,701.27 0.00 6,805.09 90.00 146.0 Flat Platform w/Han 1 62.901 69.191 0.90 1.00 38.16 0.000 0.000 4,224.51 0.00 0.00 2,400.00 146.0 TTA 1 63.197 69.517 0.40 0.80 0.56 0.000 4.000 62.29 0.00 249.15 12.00 24,639.25 6,474.36 Pole : 303430 Code: ANSIlTIA-222 Rev G }r 10/1/2012 3:03:24 PM Location: Tybee Island,GA Struct Class : II Height: 146.0 (ft) Exposure Category: D Page: 5 Base Dia : 54.00 (in) Topographic Category: 1 Top Dia : 19.50 (in) Base Bev: 0.000 (ft) Shape: 12 Sides / X Taper: 0.250001 (in/ft) Copynght0 2007-2011 byAmerican Tower Corporation.All rights reserved. 7/ Load Case: 1.2D+1.6W 130.00 mph with No Ice 24 Iterations Gust Response Factor: 1.10 Wind Importance Factor : 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Bev FX(-) FY(-) MY MZ (ft) (Ib) (Ib) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 1,715.47 1,751.31 0.00 0.00 10.00 1,675.29 1,845.32 0.00 0.00 15.00 1,635.48 1,804.23 0.00 0.00 20.00 1,677.15 1,763.14 0.00 0.00 25.00 1,699.59 1,722.05 0.00 0.00 30.00 1,709.02 1,680.96 0.00 0.00 35.00 1,708.89 1,639.88 0.00 0.00 37.88 976.52 925.92 0.00 0.00 40.00 729.71 1,218.02 0.00 0.00 44.13 1,421.03 2,333.07 0.00 0.00 45.00 296.13 242.49 0.00 0.00 50.00 1,704.30 1,372.54 0.00 0.00 55.00 1,682.41 1,336.59 0.00 0.00 60.00 1,656.92 1,300.64 0.00 0.00 65.00 1,628.29 1,264.69 0.00 0.00 70.00 1,596.89 1,228.73 0.00 0.00 75.00 1,563.00 1,192.78 0.00 0.00 77.47 755.74 575.19 0.00 0.00 80.00 783.24 1,025.89 0.00 0.00 82.55 778.70 1,015.33 0.00 0.00 85.00 738.66 487.12 0.00 0.00 90.00 1,481.65 971.16 0.00 0.00 91.00 1,231.48 402.33 0.00 1,668.20 95.00 1,147.77 745.87 0.00 0.00 100.0 1,397.27 904.61 0.00 0.00 105.0 1,352.80 873.79 0.00 0.00 110.0 1,306.97 842.97 0.00 0.00 115.0 1,259.85 812.16 0.00 0.00 118.0 754.23 487.02 0.00 0.00 120.0 461.78 416.77 0.00 0.00 121.9 459.38 414.31 0.00 0.00 122.0 11,873.15 2,899.16 0.00 0.00 125.0 700.71 229.79 0.00 0.00 130.0 1,129.05 370.66 0.00 0.00 132.0 3,152.33 810.43 0.00 5,493.79 135.0 639.49 201.90 0.00 0.00 140.0 1,025.17 324.18 0.00 0.00 143.0 588.83 187.11 0.00 0.00 145.0 381.58 121.66 0.00 0.00 146.0 9,313.73 2,763.51 0.00 19,607.16 Totals: 67,789.64 42,505.29 0.00 26,769.15 Pole: 303430 Code: ANSI/TIA-222 Rev G 10/1/2012 3:03:24 PM Location: Tybee Island,GA Struct Class : II Height: 146.0 (ft) Exposure Category: D Page: 6 Base Dia : 54.00 (in) Topographic Category: 1 Top Dia : 19.50 (in) Base Bev: 0.000 (ft) Shape : 12 Sides / X Taper: 0.250001 (in/ft) Copyright©2007-2011 by American Tower Corporation.All rights reserved. Z/ Load Case: 1.2D+1.6W 130.00 mph with No Ice 24 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Bev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -42.33 -67.90 0.00 -6,355.93 0.00 6 355.93 5,852.16 2 926.08 12,906.3 6 373.95 0.00 0.00 1.005 5.00 -40.26 -66.37 0.00 -6,016.46 0.00 6,016.46 5,770.75 2,885.37 12,426.6 6,137.06 0.15 -0.28 0.988 10.00 -38.11 -64.88 0.00 -5,684.59 0.00 5,684.59 5,686.68 2,843.34 11,949.9 5,901.61 0.60 -0.56 0.970 15.00 -36.00 -63.40 0.00 -5,360.21 0.00 5,360.21 5,599.97 2,799.98 11,476.4 5,667.79 1.34 -0.85 0.953 20.00 -33.95 -61.87 0.00 -5,043.20 0.00 5,043.20 5,510.61 2,755.30 11,006.7 5,435.82 2.39 -1.14 0.934 25.00 -31.95 -60.30 0.00 -4,733.85 0.00 4,733.85 5,418.60 2,709.30 10,541.2 5,205.90 3.75 -1.44 0.916 30.00 -30.01 -58.70 0.00 -4,432.36 0.00 4,432.36 5,323.95 2,661.98 10,080.2 4,978.23 5.42 -1.74 0.896 35.00 -28.19 -57.06 0.00 -4,138.85 0.00 4,138.85 5,226.65 2,613.33 9,624.17 4,753.02 7.41 -2.05 0.877 37.88 -27.14 -56.13 0.00 -3,974.51 0.00 3,974.51 5,169.41 2,584.70 9,363.92 4,624.49 8.70 -2.23 0.865 40.00 -25.76 -55.44 0.00 -3,855.53 0.00 3,855.53 5,126.71 2,563.35 9,173.53 4,530.46 9.72 -2.36 0.857 44.13 -23.35 -53.98 0.00 -3,626.58 0.00 3,626.58 4,279.68 2,139.84 7,651.87 3,778.97 11.88 -2.62 0.966 45.00 -22.93 -53.75 0.00 -3,579.62 0.00 3,579.62 4,266.19 2,133.09 7,589.14 3,747.99 12.36 -2.68 0.961 50.00 -21.34 -52.11 0.00 -3,310.86 0.00 3,310.86 4,187.11 2,093.55 7,230.72 3,570.98 15.35 -3.02 0.933 55.00 -19.80 -50.47 0.00 -3,050.31 0.00 3,050.31 4,105.38 2,052.69 6,876.08 3,395.84 18.69 -3.36 0.904 60.00 -18.31 -48.85 0.00 -2,797.94 0.00 2,797.94 4,021.00 2,010.50 6,525.65 3,222.78 22.39 -3.70 0.873 65.00 -16.87 -47.24 0.00 -2,553.68 0.00 2,553.68 3,933.98 1,966.99 6,179.85 3,051.99 26.45 -4.05 0.842 70.00 -15.49 -45.66 0.00 -2,317.46 0.00 2,317.46 3,835.54 1,917.77 5,825.76 2,877.12 30.87 -4.39 0.810 75.00 -14.22 -44.07 0.00 -2,089.19 0.00 2,089.19 3,705.74 1,852.87 5,435.90 2,684.59 35.65 -4.74 0.783 77.47 -13.58 -43.31 0.00 -1,980.49 0.00 1,980.49 3,641.71 1,820.85 5,248.54 2,592.06 38.14 -4.91 0.768 80.00 -12.49 -42.48 0.00 -1,870.78 0.00 1,870.78 3,575.94 1,787.97 5,059.54 2,498.72 40.80 -5.09 0.753 82.55 -11.43 -41.65 0.00 -1,762.46 0.00 1,762.46 3,001.19 1,500.59 4,275.80 2,111.66 43.56 -5.27 0.839 85.00 -10.82 -40.92 0.00 -1,660.43 0.00 1,660.43 2,965.71 1,482.86 4,149.69 2,049.38 46.31 -5.44 0.815 90.00 -9.85 -39.38 0.00 -1,455.85 0.00 1,455.85 2,891.35 1,445.68 3,895.28 1,923.73 52.20 -5.81 0.761 91.00 -9.45 -38.15 0.00 -1,414.80 0.00 1,414.80 2,876.16 1,438.08 3,844.90 1,898.85 53.42 -5.88 0.749 95.00 -8.62 -36.98 0.00 -1,262.21 0.00 1,262.21 2,803.64 1,401.82 3,631.32 1,793.37 58.47 -6.17 0.708 100.00 -7.67 -35.53 0.00 -1,077.33 0.00 1,077.33 2,692.39 1,346.19 3,347.21 1,653.06 65.11 -6.52 0.655 105.00 -6.77 -34.13 0.00 -899.66 0.00 899.66 2,581.13 1,290.56 3,074.67 1,518.46 72.10 -6.85 0.596 110.00 -5.92 -32.76 0.00 -729.02 0.00 729.02 2,469.87 1,234.94 2,813.71 1,389.58 79.42 -7.16 0.528 115.00 -5.16 -31.42 0.00 -565.23 0.00 565.23 2,358.62 1,179.31 2,564.31 1,266.42 87.05 -7.43 0.449 118.09 -4.71 -30.62 0.00 -468.03 0.00 468.03 2,289.79 1,144.89 2,415.82 1,193.08 91.91 -7.59 0.395 120.00 -4.31 -30.12 0.00 -409.64 0.00 409.64 2,247.36 1,123.68 2,326.49 1,148.97 94.95 -7.68 0.359 121.93 -3.94 -29.61 0.00 -351.62 0.00 351.62 926.04 463.02 968.83 478.47 98.06 -7.77 0.743 122.00 -2.64 -17.46 0.00 -349.44 0.00 349.44 925.77 462.88 967.83 477.98 98.18 -7.77 0.735 125.00 -2.43 -16.74 0.00 -297.07 0.00 297.07 913.94 456.97 926.95 457.79 103.12 -7.99 0.653 130.00 -2.16 -15.58 0.00 -213.35 0.00 213.35 892.11 446.05 858.41 423.94 111.64 -8.31 0.507 132.00 -1.79 -12.35 0.00 -176.69 0.00 176.69 882.63 441.32 830.94 410.37 115.14 -8.43 0.433 135.00 -1.65 -11.69 0.00 -139.64 0.00 139.64 867.63 433.81 789.74 390.02 120.46 -8.57 0.361 140.00 -1.46 -10.63 0.00 -81.18 0.00 81.18 840.50 420.25 721.34 356.24 129.52 -8.76 0.230 143.00 -1.36 -10.02 0.00 -49.28 0.00 49.28 822.96 411.48 680.60 336.12 135.03 -8.84 0.149 145.00 -1.29 -9.63 0.00 -29.24 0.00 29.24 810.73 405.37 653.62 322.80 138.73 -8.88 0.093 146.00 0.00 -9.31 0.00 -19.61 0.00 19.61 804.46 402.23 640.20 316.17 140.58 -8.89 0.063 Pole : 303430 Code: ANSUTIA-222 Rev G 10/1/2012 3:03:24 PM Location: Tybee Island,GA Struct Class : II Height: 146.0 (ft) Exposure Category: D Page: 7 Base Dia : 54.00 (in) Topographic Category: 1 Top Dia : 19.50 (in) Base Elev: 0.000 (ft) Shape : 12 Sides �// X Taper: 0.250001 (in/ft) Copyright 02007-2011 by American Tower Corporation.All rights reserved. y Load Case: 0.9D+1.6W 130.00 mph with No Ice(Reduced DL) 24 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev qz qzGh C Thick Tributary Aa CfAa Force X Load Ice Loaa (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (Ib) (lb) (Ib) 0.00 1.00 1.03 42.334 46.56 614.65 1.000 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 1.03 42.334 46.56 600.42 1.000 0.000 5.00 23.024 23.02 1,715.5 0.0 1,303.5 10.00 1.00 1.03 42.334 46.56 586.19 1.000 0.000 5.00 22.485 22.48 1,675.3 0.0 1,272.7 15.00 1.00 1.03 42.343 46.57 572.03 1.000 0.000 5.00 21.946 21.95 1,635.5 0.0 1,241.9 20.00 1.00 1.08 44.516 48.96 571.93 1.000 0.000 5.00 21.406 21.41 1,677.1 0.0 1,211.1 25.00 1.00 1.12 46.277 50.90 568.26 1.000 0.000 5.00 20.867 20.87 1,699.6 0.0 1,180.3 30.00 1.00 1.16 47.768 52.54 562.23 1.000 0.000 5.00 20.328 20.33 1,709.0 0.0 1,149.5 35.00 1.00 1.19 49.066 53.97 554.50 1.000 0.000 5.00 19.789 19.79 1,708.9 0.0 1,118.6 37.88 Bot-Section 2 1.00 1.21 49.745 54.72 549.441.000 0.000 2.88 11.154 11.15 976.5 0.0 630.3 40.00 1.00 1.22 50.219 55.24 545.47 1.000 0.000 2.12 8.256 8.26 729.7 0.0 866.3 44.13 Top-Section 1 1.00 1.24 51.084 56.19 537.25 1.000 0.000 4.13 15.805 15.81 1,421.0 0.0 1,657.9 45.00 1.00 1.24 51.258 56.38 546.39 1.000 0.000 0.87 3.283 3.28 296.1 0.0 162.5 50.00 1.00 1.27 52.206 57.42 535.62 1.000 0.000 5.00 18.549 18.55 1,704.3 0.0 918.1 55.00 1.00 1.29 53.078 58.38 524.15 1.000 0.000 5.00 18.009 18.01 1,682.4 0.0 891.2 60.00 1.00 1.31 53.888 59.27 512.08 1.000 0.000 5.00 17.470 17.47 1,656.9 0.0 864.2 65.00 1.00 1.32 54.643 60.10 499.49 1.000 0.000 5.00 16.931 16.93 1,628.3 0.0 837.2 70.00 1.00 1.34 55.352 60.88 486.45 1.000 0.000 5.00 16.392 16.39 1,596.9 0.0 810.3 75.00 1.00 1.36 56.020 61.62 473.01 1.000 0.000 5.00 15.853 15.85 1,563.0 0.0 783.3 77.47 Bot-Section 3 1.00 1.37 56.336 61.97 466.24 1.000 0.000 2.47 7.622 7.62 755.7 0.0 376.5 80.00 1.00 1.37 56.652 62.31 459.21 1.000 0.000 2.53 7.855 7.86 783.2 0.0 713.0 82.55 Top-Section 2 1.00 1.38 56.962 62.65 452.05 1.000 0.000 2.55 7.767 7.77 778.7 0.0 704.8 85.00 1.00 1.39 57.253 62.97 455.02 1.000 0.000 2.45 7.331 7.33 738.7 0.0 310.8 90.00 1.00 1.40 57.825 63.60 440.66 1.000 0.000 5.00 14.559 14.56 1,481.6 0.0 617.1 91.00 Appertunance(s) 1.00 1.41 57.936 63.73 437.75 1.000 0.000 1.00 2.847 2.85 290.3 0.0 120.6 95.00 1.00 1.42 58.371 64.20 426.03 1.000 0.000 4.00 11.172 11.17 1,147.8 0.0 473.3 100.0 1.00 1.43 58.894 64.78 411.15 1.000 0.000 5.00 13.480 13.48 1,397.3 0.0 570.9 105.0 1.00 1.44 59.396 65.33 396.04 1.000 0.000 5.00 12.941 12.94 1,352.8 0.0 547.8 110.0 1.00 1.45 59.879 65.86 380.73 1.000 0.000 5.00 12.402 12.40 1,307.0 0.0 524.6 115.0 1.00 1.46 60.343 66.37 365.22 1.000 0.000 5.00 11.862 11.86 1,259.8 0.0 501.5 118.0 Bot-Section 4 1.00 1.47 60.622 66.68 355.53 1.000 0.000 3.09 7.069 7.07 754.2 0.0 298.7 120.0 1.00 1.47 60.792 66.87 349.52 1.000 0.000 1.91 4.316 4.32 461.8 0.0 271.6 121.9 Top-Section 3 1.00 1.48 60.960 67.05 343.42 1.000 0.000 1.93 4.282 4.28 459.4 0.0 269.3 122.0 Appertunance(s) 1.00 1.48 60.967 67.06 348.31 1.000 0.000 0.07 0.161 0.16 17.3 0.0 3.4 125.0 1.00 1.49 61.225 67.34 338.78 1.000 0.000 3.00 6.503 6.50 700.7 0.0 138.3 130.0 1.00 1.50 61.644 67.80 322.77 1.000 0.000 5.00 10.407 10.41 1,129.0 0.0 221.3 132.0 Appertunance(s) 1.00 1.50 61.808 67.98 316.32 1.000 0.000 2.00 4.012 4.01 436.4 0.0 85.3 135.0 1.00 1.51 62.050 68.25 306.61 1.000 0.000 3.00 5.856 5.86 639.5 0.0 124.5 140.0 1.00 1.51 62.443 68.68 290.30 1.000 0.000 5.00 9.328 9.33 1,025.2 0.0 198.2 143.0 1.00 1.52 62.674 68.94 280.45 1.000 0.000 3.00 5.338 5.34 588.8 0.0 113.4 145.0 1.00 1.52 62.826 69.10 273.85 1.000 0.000 2.00 3.451 3.45 381.6 0.0 73.3 146.0 Appertunance(s) 1.00 1.53 62.901 69.19 270.55 1.000 0.000 1.00 1.693 1.69 187.4 0.0 35.9 Totals: 146.00 43,150.4 0.0 24,193.1 Pole : 303430 Code: ANSIITIA-222 Rev G ti( 10/1/2012 3:03:24 PM Location: Tybee Island,GA Struct Class : II Height: 146.0 (ft) Exposure Category: D Page: 8 Base Dia : 54.00 (in) Topographic Category: 1 Top Dia : 19.50 (in) Base Elev: 0.000 (ft) Shape : 12 Sides / X Taper: 0.250001 (in/ft) Copyright 0 2007-2011 by American Tower Corporation.All rights reserved. 4/ Load Case: 0.9D+1.6W 130.00 mph with No Ice(Reduced DL) 24 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Elev qz qzGh CaAa uaAa Ecc Ecc FX Y Z Loaa (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (Ib) (Ib-ft) (Ib-ft) (Ib) 91.00 Antel BCD-87010 1 58.539 64.393 1.00 1.00 2.90 0.000 5.583 298.78 0.00 1,668.20 23.85 91.00 Flat Side Arm 1 57.936 63.730 1.00 1.00 6.30 0.000 0.000 642.40 0.00 0.00 135.00 122.0 14"x 9"TTA 6 60.967 67.063 0.40 0.80 2.95 0.000 0.000 316.75 0.00 0.00 54.00 122.0 77"x 14" Panel 12 60.967 67.063 0.54 0.80 67.41 0.000 0.000 7,232.89 0.00 0.00 378.00 122.0 Andrew ETM190G- 6 60.967 67.063 0.40 0.80 2.54 0.000 0.000 272.97 0.00 0.00 86.40 122.0 Ericsson RRUS 11 6 60.967 67.063 0.54 0.80 9.62 0.000 0.000 1,031.79 0.00 0.00 270.00 122.0 Kathrein 860 10025 12 60.967 67.063 0.40 0.80 0.86 0.000 0.000 92.71 0.00 0.00 12.96 122.0 Low Profile Platform 1 60.967 67.063 1.00 1.00 26.10 0.000 0.000 2,800.56 0.00 0.00 1,350.00 122.0 Raycap DC6-48-60-18- 1 60.967 67.063 0.80 0.80 1.01 0.000 0.000 108.16 0.00 0.00 18.00 132.0 Antel BCD-80010_25 3 62.261 68.487 1.00 1.00 8.85 0.000 5.665 969.78 0.00 5,493.79 71.55 132.0 RFS 490104 1 61.808 67.988 1.00 1.00 5.60 0.000 0.000 609.18 0.00 0.00 23.31 132.0 Side Arm 3 61.808 67.988 0.67 1.00 10.45 0.000 0.000 1,136.98 0.00 0.00 405.00 146.0 Decibel DB848H90E- 6 63.197 69.517 0.56 0.75 28.21 0.000 4.000 3,138.23 0.00 12,552.9 151.20 146.0 Decibel 3 63.197 69.517 0.50 0.75 15.30 0.000 4.000 1,701.27 0.00 6,805.09 67.50 146.0 Flat Platform w/Han 1 62.901 69.191 0.90 1.00 38.16 0.000 0.000 4,224.51 0.00 0.00 1,800.00 146.0 TTA 1 63.197 69.517 0.40 0.80 0.56 0.000 4.000 62.29 0.00 249.15 9.00 24,639.25 4,855.77 Pole : 303430 Code: ANSIITIA-222 Rev G y 10/1/2012 3:03:24 PM Location: Tybee Island,GA Struct Class : II Height: 146.0 (ft) Exposure Category: D Page: 9 Base Dia : 54.00 (in) Topographic Category: 1 Top Dia : 19.50 (in) Base Elev: 0.000 (ft) Shape: 12 Sides / X Taper: 0.250001 (in/ft) Copyright©2007-2011 by American Tower Corporation.All rights reserved. 4/ Load Case: 0.9D+1.6W 130.00 mph with No Ice(Reduced DL) 24 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) (Ib) (Ib) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 1,715.47 1,313.48 0.00 0.00 10.00 1,675.29 1,383.99 0.00 0.00 15.00 1,635.48 1,353.17 0.00 0.00 20.00 1,677.15 1,322.36 0.00 0.00 25.00 1,699.59 1,291.54 0.00 0.00 30.00 1,709.02 1,260.72 0.00 0.00 35.00 1,708.89 1,229.91 0.00 0.00 37.88 976.52 694.44 0.00 0.00 40.00 729.71 913.51 0.00 0.00 44.13 1,421.03 1,749.80 0.00 0.00 45.00 296.13 181.87 0.00 0.00 50.00 1,704.30 1,029.41 0.00 0.00 55.00 1,682.41 1,002.44 0.00 0.00 60.00 1,656.92 975.48 0.00 0.00 65.00 1,628.29 948.51 0.00 0.00 70.00 1,596.89 921.55 0.00 0.00 75.00 1,563.00 894.59 0.00 0.00 77.47 755.74 431.40 0.00 0.00 80.00 783.24 769.42 0.00 0.00 82.55 778.70 761.50 0.00 0.00 85.00 738.66 365.34 0.00 0.00 90.00 1,481.65 728.37 0.00 0.00 91.00 1,231.48 301.75 0.00 1,668.20 95.00 1,147.77 559.40 0.00 0.00 100.0 1,397.27 678.45 0.00 0.00 105.0 1,352.80 655.34 0.00 0.00 110.0 1,306.97 632.23 0.00 0.00 115.0 1,259.85 609.12 0.00 0.00 118.0 754.23 365.27 0.00 0.00 120.0 461.78 312.58 0.00 0.00 121.9 459.38 310.73 0.00 0.00 122.0 11,873.15 2,174.37 0.00 0.00 125.0 700.71 172.34 0.00 0.00 130.0 1,129.05 277.99 0.00 0.00 132.0 3,152.33 607.82 0.00 5,493.79 135.0 639.49 151.43 0.00 0.00 140.0 1,025.17 243.14 0.00 0.00 143.0 588.83 140.33 0.00 0.00 145.0 381.58 91.25 0.00 0.00 146.0 9,313.73 2,072.63 0.00 19,607.16 Totals: 67,789.64 31,878.97 0.00 26,769.15 Pole : 303430 Code: ANSI TIA-222 Rev G Location: Tybee Island,GA Struct Class: II 10/1/2012 3:03:24 PM Height: 146.0 (ft) Exposure Category: D Page: 10 Base Dia : 54.00 (in) Topographic Category: 1 Top Dia : 19.50 (in) Base Bev: 0.000 (ft) Shape : 12 Sides / x Taper: 0.250001 (in/ft) Copynght©2007-2011 by American Tower Corporation.All rights reserved. 4/ Load Case: 0.9D+1.6W 130.00 mph with No Ice(Reduced DL) 24 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Bev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -31.71 -67.87 0.00 -6,316.86 0.00 6,316.86 5,852.16 2,926.08 12,906.3 6,373.95 0.00 0.00 0.997 5.00 -30.08 -66.30 0.00 -5,977.52 0.00 5,977.52 5,770.75 2,885.37 12,426.6 6,137.06 0.15 -0.28 0.980 10.00 -28.38 -64.75 0.00 -5,646.04 0.00 5,646.04 5,686.68 2,843.34 11,949.9 5,901.61 0.59 -0.56 0.962 15.00 -26.73 -63.24 0.00 -5,322.27 0.00 5,322.27 5,599.97 2,799.98 11,476.4 5,667.79 1.33 -0.85 0.944 20.00 -25.13 -61.67 0.00 -5,006.09 0.00 5,006.09 5,510.61 2,755.30 11,006.7 5,435.82 2.38 -1.14 0.926 25.00 -23.56 -60.06 0.00 -4,697.76 0.00 4,697.76 5,418.60 2,709.30 10,541.2 5,205.90 3.73 -1.43 0.907 30.00 -22.04 -58.43 0.00 -4,397.46 0.00 4,397.46 5,323.95 2,661.98 10,080.2 4,978.23 5.39 -1.73 0.888 35.00 -20.63 -56.77 0.00 -4,105.30 0.00 4,105.30 5,226.65 2,613.33 9,624.17 4,753.02 7.36 -2.03 0.868 37.88 -19.82 -55.82 0.00 -3,941.79 0.00 3,941.79 5,169.41 2,584.70 9,363.92 4,624.49 8.64 -2.21 0.857 40.00 -18.75 -55.12 0.00 -3,823.44 0.00 3,823.44 5,126.71 2,563.35 9,173.53 4,530.46 9.65 -2.34 0.848 44.13 -16.92 -53.67 0.00 -3,595.78 0.00 3,595.78 4,279.68 2,139.84 7,651.87 3,778.97 11.80 -2.60 0.956 45.00 -16.57 -53.43 0.00 -3,549.09 0.00 3,549.09 4,266.19 2,133.09 7,589.14 3,747.99 12.27 -2.66 0.951 50.00 -15.32 -51.77 0.00 -3,281.95 0.00 3,281.95 4,187.11 2,093.55 7,230.72 3,570.98 15.24 -2.99 0.923 55.00 -14.11 -50.12 0.00 -3,023.12 0.00 3,023.12 4,105.38 2,052.69 6,876.08 3,395.84 18.55 -3.33 0.894 60.00 -12.95 -48.48 0.00 -2,772.54 0.00 2,772.54 4,021.00 2,010.50 6,525.65 3,222.78 22.23 -3.67 0.864 65.00 -11.83 -46.86 0.00 -2,530.14 0.00 2,530.14 3,933.98 1,966.99 6,179.85 3,051.99 26.25 -4.01 0.833 70.00 -10.76 -45.27 0.00 -2,295.83 0.00 2,295.83 3,835.54 1,917.77 5,825.76 2,877.12 30.64 -4.36 0.801 75.00 -9.80 -43.68 0.00 -2,069.49 0.00 2,069.49 3,705.74 1,852.87 5,435.90 2,684.59 35.38 -4.70 0.774 77.47 -9.30 -42.92 0.00 -1,961.73 0.00 1,961.73 3,641.71 1,820.85 5,248.54 2,592.06 37.85 -4.87 0.760 80.00 -8.47 -42.10 0.00 -1,853.00 0.00 1,853.00 3,575.94 1,787.97 5,059.54 2,498.72 40.48 -5.05 0.745 82.55 -7.66 -41.28 0.00 -1,745.63 0.00 1,745.63 3,001.19 1,500.59 4,275.80 2,111.66 43.23 -5.23 0.830 85.00 -7.17 -40.55 0.00 -1,644.49 0.00 1,644.49 2,965.71 1,482.86 4,149.69 2,049.38 45.95 -5.40 0.806 90.00 -6.44 -39.03 0.00 -1,441.75 0.00 1,441.75 2,891.35 1,445.68 3,895.28 1,923.73 51.79 -5.76 0.752 91.00 -6.15 -37.79 0.00 -1,401.06 0.00 1,401.06 2,876.16 1,438.08 3,844.90 1,898.85 53.01 -5.83 0.741 95.00 -5.51 -36.62 0.00 -1,249.90 0.00 1,249.90 2,803.64 1,401.82 3,631.32 1,793.37 58.01 -6.12 0.700 100.00 -4.78 -35.19 0.00 -1,066.79 0.00 1,066.79 2,692.39 1,346.19 3,347.21 1,653.06 64.59 -6.46 0.648 105.00 -4.10 -33.79 0.00 -890.86 0.00 890.86 2,581.13 1,290.56 3,074.67 1,518.46 71.52 -6.79 0.589 110.00 -3.47 -32.43 0.00 -721.90 0.00 721.90 2,469.87 1,234.94 2,813.71 1,389.58 78.78 -7.09 0.522 115.00 -2.91 -31.12 0.00 -559.73 0.00 559.73 2,358.62 1,179.31 2,564.31 1,266.42 86.35 -7.37 0.444 118.09 -2.58 -30.33 0.00 -463.47 0.00 463.47 2,289.79 1,144.89 2,415.82 1,193.08 91.16 -7.53 0.390 120.00 -2.28 -29.83 0.00 -405.64 0.00 405.64 2,247.36 1,123.68 2,326.49 1,148.97 94.18 -7.62 0.355 121.93 -2.02 -29.34 0.00 -348.16 0.00 348.16 926.04 463.02 968.83 478.47 97.26 -7.70 0.734 122.00 -1.42 -17.28 0.00 -346.01 0.00 346.01 925.77 462.88 967.83 477.98 97.38 -7.70 0.727 125.00 -1.26 -16.57 0.00 -294.16 0.00 294.16 913.94 456.97 926.95 457.79 102.28 -7.92 0.645 130.00 -1.09 -15.42 0.00 -211.29 0.00 211.29 892.11 446.05 858A1 423.94 110.72 -8.24 0.501 132.00 -0.92 -12.22 0.00 -174.96 0.00 174.96 882.63 441.32 830.94 410.37 114.19 -8.35 0.428 135.00 -0.83 -11.56 0.00 -138.31 0.00 138.31 867.63 433.81 789.74 390.02 119.47 -8.50 0.356 140.00 -0.72 -10.51 0.00 -80.50 0.00 80.50 840.50 420.25 721.34 356.24 128.44 -8.68 0.227 143.00 -0.66 -9.91 0.00 -48.95 0.00 48.95 822.96 411.48 680.60 336.12 133.91 -8.76 0.147 145.00 -0.62 -9.52 0.00 -29.13 0.00 29.13 810.73 405.37 653.62 322.80 137.57 -8.80 0.092 146.00 0.00 -9.31 0.00 -19.61 0.00 19.61 804.46 402.23 640.20 316.17 139.41 -8.81 0.063 Pole : 303430 Code: ANSI/TIA-222 Rev G 10/1/2012 3:03:24 PM Location: Tybee Island,GA Struct Class : II Height: 146.0 (ft) Exposure Category: D Page: 11 Base Dia : 54.00 (in) Topographic Category: 1 Top Dia : 19.50 (in) Base Bev: 0.000 (ft) Zr/L-Y Shape: 12 Sides }{ Taper: 0.250001 (in/ft) Copyright©2007-2011 by American Tower Corporation.All rights reserved. Load Case: 1.2D+1.0Di+1.0Wi 30.00 mph with 0.25 in Radial Ice 21 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev qz qzGh C Thick Tributary Aa CfAa Force X Load Ice Loaa (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 1.03 2.254 2.480 0.000 1.200 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 1.03 2.254 2.480 0.000 1.200 0.414 5.00 23.369 28.04 69.5 142.6 1,880.7 10.00 1.00 1.03 2.254 2.480 0.000 1.200 0.444 5.00 22.855 27.43 68.0 149.4 1,846.3 15.00 1.00 1.03 2.255 2.480 0.000 1.200 0.462 5.00 22.331 26.80 66.5 151.8 1,807.7 20.00 1.00 1.08 2.371 2.608 0.000 1.200 0.476 5.00 21.803 26.16 68.2 152.5 1,767.2 25.00 1.00 1.12 2.464 2.711 0.000 1.200 0.486 5.00 21.273 25.53 69.2 152.0 1,725.7 30.00 1.00 1.16 2.544 2.798 0.000 1.200 0.495 5.00 20.741 24.89 69.6 150.8 1,683.4 35.00 1.00 1.19 2.613 2.874 0.000 1.200 0.503 5.00 20.208 24.25 69.7 149.1 1,640.6 37.88 Bot-Section 2 1.00 1.21 2.649 2.914 0.000 1.200 0.507 2.88 11.397 13.68 39.9 85.2 925.7 40.00 1.00 1.22 2.674 2.942 0.000 1.200 0.510 2.12 8.436 10.12 29.8 63.6 1,218.7 44.13 Top-Section 1 1.00 1.24 2.720 2.993 0.000 1.200 0.515 4.13 16.160 19.39 58.0 122.2 2,332.7 45.00 1.00 1.24 2.730 3.003 0.000 1.200 0.516 0.87 3.357 4.03 12.1 25.7 242.3 50.00 1.00 1.27 2.780 3.058 0.000 1.200 0.521 5.00 18.983 22.78 69.7 144.9 1,369.0 55.00 1.00 1.29 2.827 3.109 0.000 1.200 0.526 5.00 18.448 22.14 68.8 142.0 1,330.2 60.00 1.00 1.31 2.870 3.157 0.000 1.200 0.531 5.00 17.913 21.50 67.9 139.0 1,291.2 65.00 1.00 1.32 2.910 3.201 0.000 1.200 0.535 5.00 17.377 20.85 66.7 135.8 1,252.1 70.00 1.00 1.34 2.948 3.243 0.000 1.200 0.539 5.00 16.841 20.21 65.5 132.4 1,212.8 75.00 1.00 1.36 2.983 3.282 0.000 1.200 0.543 5.00 16.305 19.57 64.2 128.9 1,173.4 77.47 Bot-Section 3 1.00 1.37 3.000 3.300 0.000 1.200 0.545 2.47 7.846 9.42 31.1 62.7 564.7 80.00 1.00 1.37 3.017 3.319 0.000 1.200 0.546 2.53 8.086 9.70 32.2 64.9 1,015.6 82.55 Top-Section 2 1.00 1.38 3.034 3.337 0.000 1.200 0.548 2.55 8.000 9.60 32.0 64.3 1,004.0 85.00 1.00 1.39 3.049 3.354 0.000 1.200 0.550 2.45 7.555 9.07 30.4 60.9 475.4 90.00 1.00 1.40 3.079 3.387 0.000 1.200 0.553 5.00 15.019 18.02 61.1 120.6 943.4 91.00 Appertunance(s) 1.00 1.41 3.085 3.394 0.000 1.200 0.553 1.00 2.939 3.53 12.0 24.0 184.8 95.00 1.00 1.42 3.109 3.419 0.000 1.200 0.556 4.00 11.543 13.85 47.4 93.4 724.5 100.0 1.00 1.43 3.136 3.450 0.000 1.200 0.559 5.00 13.946 16.73 57.7 112.8 874.0 105.0 1.00 1.44 3.163 3.479 0.000 1.200 0.561 5.00 13.409 16.09 56.0 108.9 839.2 110.0 1.00 1.45 3.189 3.508 0.000 1.200 0.564 5.00 12.872 15.45 54.2 104.8 804.3 115.0 1.00 1.46 3.214 3.535 0.000 1.200 0.566 5.00 12.335 14.80 52.3 100.7 769.4 118.0 Bot-Section 4 1.00 1.47 3.228 3.551 0.000 1.200 0.568 3.09 7.362 8.83 31.4 60.7 459.0 120.0 1.00 1.47 3.237 3.561 0.000 1.200 0.569 1.91 4.497 5.40 19.2 37.3 399.4 121.9 Top-Section 3 1.00 1.48 3.246 3.571 0.000 1.200 0.570 1.93 4.465 5.36 19.1 37.1 396.1 122.0 Appertunance(s) 1.00 1.48 3.247 3.571 0.000 1.200 0.570 0.07 0.168 0.20 0.7 1.4 6.0 125.0 1.00 1.49 3.260 3.587 0.000 1.200 0.571 3.00 6.788 8.15 29.2 56.2 240.6 130.0 1.00 1.50 3.283 3.611 0.000 1.200 0.573 5.00 10.885 13.06 47.2 89.4 384.5 132.0 Appertunance(s) 1.00 1.50 3.292 3.621 0.000 1.200 0.574 2.00 4.203 5.04 18.3 35.1 148.8 135.0 1.00 1.51 3.304 3.635 0.000 1.200 0.576 3.00 6.144 7.37 26.8 51.1 217.0 140.0 1.00 1.51 3.325 3.658 0.000 1.200 0.578 5.00 9.810 11.77 43.1 80.7 345.0 143.0 1.00 1.52 3.338 3.671 0.000 1.200 0.579 3.00 5.628 6.75 24.8 46.9 198.0 145.0 1.00 1.52 3.346 3.680 0.000 1.200 0.580 2.00 3.644 4.37 16.1 30.5 128.2 146.0 Appertunance(s) 1.00 1.53 3.350 3.685 0.000 1.200 0.580 1.00 1.790 2.15 7.9 15.1 63.0 Totals: 146.00 1,773.5 3,627.4 35,884.9 Pole: 303430 Code: ANSIITIA-222 Rev G Y 10/1/2012 3:03:24 PM Location: Tybee Island,GA Struct Class : II Height: 146.0 (ft) Exposure Category: D Page: 12 Base Dia : 54.00 (in) Topographic Category: 1 Top Dia : 19.50 (in) Base Elev: 0.000 (ft) Shape : 12 Sides / X Taper: 0.250001 (in/ft) Copyright 02007-2011 by American Tower Corporation.All rights reserved. 7// Load Case: 1.2D+1.0Di+1.0Wi 30.00 mph with 0.25 in Radial Ice 21 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Bev qz qzGh CaAa uaAa Ecc Ecc FX Y Z Loaa (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (Ib) (lb-ft) (Ib-ft) (Ib) 91.00 Antel BCD-87010 1 3.117 3.429 1.00 1.00 4.17 0.000 5.583 14.31 0.00 79.91 62.60 91.00 Flat Side Arm 1 3.085 3.394 1.00 1.00 7.08 0.000 0.000 24.03 0.00 0.00 123.24 122.0 14"x 9"TTA 6 3.247 3.571 0.40 0.80 2.84 0.000 0.000 10.15 0.00 0.00 127.41 122.0 77"x 14" Panel 12 3.247 3.571 0.54 0.80 67.08 0.000 0.000 239.56 0.00 0.00 1,314.58 122.0 Andrew ETM190G- 6 3.247 3.571 0.40 0.80 2.50 0.000 0.000 8.91 0.00 0.00 160.68 122.0 Ericsson RRUS 11 6 3.247 3.571 0.54 0.80 8.90 0.000 0.000 31.78 0.00 0.00 495.21 122.0 Kathrein 860 10025 12 3.247 3.571 0.40 0.80 1.03 0.000 0.000 3.66 0.00 0.00 40.86 122.0 Low Profile Platform 1 3.247 3.571 1.00 1.00 32.35 0.000 0.000 115.52 0.00 0.00 1,811.98 122.0 Raycap DC6-48-60-18- 1 3.247 3.571 0.80 0.80 1.67 0.000 0.000 5.97 0.00 0.00 46.16 132.0 Antel BCD-80010_25 3 3.316 3.647 1.00 1.00 12.85 0.000 5.665 46.87 0.00 265.49 193.37 132.0 RFS 490104 1 3.292 3.621 1.00 1.00 5.07 0.000 0.000 18.37 0.00 0.00 71.09 132.0 Side Arm 3 3.292 3.621 0.67 1.00 12.25 0.000 0.000 44.36 0.00 0.00 537.37 146.0 Decibel DB848H90E- 6 3.366 3.702 0.56 0.75 29.88 0.000 4.000 110.62 0.00 442.49 556.63 146.0 Decibel 3 3.366 3.702 0.50 0.75 16.08 0.000 4.000 59.54 0.00 238.17 272.46 146.0 Flat Platform w/Han 1 3.350 3.685 0.90 1.00 44.45 0.000 0.000 163.78 0.00 0.00 2,423.41 146.0 TTA 1 3.366 3.702 0.40 0.80 0.54 0.000 4.000 1.99 0.00 7.95 24.19 899.43 8,261.26 Pole : 303430 Code: ANSI/TIA-222 Rev G , Location: Tybee Island,GA Struct Class : II 10/1/2012 3:03:24 PM Height: 146.0 (ft) Exposure Category: D Page: 13 Base Dia : 54.00 (in) Topographic Category: 1 Top Dia : 19.50 (in) Base Elev: 0.000 (ft) Shape : 12 Sides / X Taper: 0.250001 (in/ft) Copynght©2007-2011 by American Tower Corporation.All rights reserved. y Load Case: 1.2D+1.0Di+ 1.0Wi 30.00 mph with 0.25 in Radial Ice 21 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) (Ib) (Ib) (Ib-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 69.54 1,893.94 0.00 0.00 10.00 68.01 1,994.68 0.00 0.00 15.00 66.47 1,956.08 0.00 0.00 20.00 68.23 1,915.61 0.00 0.00 25.00 69.20 1,874.05 0.00 0.00 30.00 69.65 1,831.78 0.00 0.00 35.00 69.70 1,788.98 0.00 0.00 37.88 39.85 1,011.13 0.00 0.00 40.00 29.78 1,281.57 0.00 0.00 44.13 58.03 2,455.27 0.00 0.00 45.00 12.10 268.16 0.00 0.00 50.00 69.67 1,517.41 0.00 0.00 55.00 68.83 1,478.60 0.00 0.00 60.00 67.85 1,439.60 0.00 0.00 65.00 66.75 1,400.44 0.00 0.00 70.00 65.53 1,361.14 0.00 0.00 75.00 64.21 1,321.72 0.00 0.00 77.47 31.07 637.94 0.00 0.00 80.00 32.20 1,090.75 0.00 0.00 82.55 32.03 1,079.68 0.00 0.00 85.00 30.41 548.05 0.00 0.00 90.00 61.05 1,091.76 0.00 0.00 91.00 50.31 400.35 0.00 79.91 95.00 47.36 839.28 0.00 0.00 100.0 57.74 1,017.45 0.00 0.00 105.0 55.99 982.65 0.00 0.00 110.0 54.18 947.78 0.00 0.00 115.0 52.32 912.85 0.00 0.00 118.0 31.37 547.73 0.00 0.00 120.0 19.22 454.10 0.00 0.00 121.9 19.13 451.41 0.00 0.00 122.0 416.28 4,004.99 0.00 0.00 125.0 29.22 286.00 0.00 0.00 130.0 47.17 460.07 0.00 0.00 132.0 127.86 980.85 0.00 265.49 135.0 26.80 252.96 0.00 0.00 140.0 43.06 404.91 0.00 0.00 143.0 24.79 233.97 0.00 0.00 145.0 16.09 152.19 0.00 0.00 146.0 343.84 3,351.68 0.00 688.61 Totals: 2,672.89 47,919.57 0.00 1,034.00 Pole : 303430 Code: ANSIITIA-222 Rev G Y 10/1/2012 3:03:24 PM Location: Tybee Island,GA Struct Class : II Height: 146.0 (ft) Exposure Category: D Page: 14 Base Dia : 54.00 (in) Topographic Category: 1 Top Dia : 19.50 (in) Base Bev: 0.000 (ft) Shape : 12 Sides / X Taper: 0.250001 (in/ft) Copyright©2007-2011 by American Tower Corporation.All rights reserved. 4 Load Case: 1.2D+1.0Di+1.0Wi 30.00 mph with 0.25 in Radial Ice 21 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Dead Load Factor : 1.20 Ice Importance Factor: 1.00 I Wind Load Factor: 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Bev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -47.92 -2.68 0.00 -248.53 0.00 248.53 5,852.16 2,926.08 12,906.3 6,373.95 0.00 0.00 0.047 5.00 -46.02 -2.62 0.00 -235.14 0.00 235.14 5,770.75 2,885.37 12,426.6 6,137.06 0.01 -0.01 0.046 10.00 -44.03 -2.56 0.00 -222.06 0.00 222.06 5,686.68 2,843.34 11,949.9 5,901.61 0.02 -0.02 0.045 15.00 -42.07 -2.50 0.00 -209.28 0.00 209.28 5,599.97 2,799.98 11,476.4 5,667.79 0.05 -0.03 0.044 20.00 -40.16 -2.44 0.00 -196.80 0.00 196.80 5,510.61 2,755.30 11,006.7 5,435.82 0.09 -0.04 0.043 25.00 -38.28 -2.37 0.00 -184.62 0.00 184.62 5,418.60 2,709.30 10,541.2 5,205.90 0.15 -0.06 0.043 30.00 -36.45 -2.31 0.00 -172.76 0.00 172.76 5,323.95 2,661.98 10,080.2 4,978.23 0.21 -0.07 0.042 35.00 -34.66 -2.24 0.00 -161.22 0.00 161.22 5,226.65 2,613.33 9,624.17 4,753.02 0.29 -0.08 0.041 37.88 -33.65 -2.20 0.00 -154.77 0.00 154.77 5,169.41 2,584.70 9,363.92 4,624.49 0.34 -0.09 0.040 40.00 -32.37 -2.18 0.00 -150.09 0.00 150.09 5,126.71 2,563.35 9,173.53 4,530.46 0.38 -0.09 0.039 44.13 -29.91 -2.12 0.00 -141.10 0.00 141.10 4,279.68 2,139.84 7,651.87 3,778.97 0.46 -0.10 0.044 45.00 -29.64 -2.11 0.00 -139.26 0.00 139.26 4,266.19 2,133.09 7,589.14 3,747.99 0.48 -0.10 0.044 50.00 -28.13 -2.04 0.00 -128.72 0.00 128.72 4,187.11 2,093.55 7,230.72 3,570.98 0.60 -0.12 0.043 55.00 -26.65 -1.98 0.00 -118.50 0.00 118.50 4,105.38 2,052.69 6,876.08 3,395.84 0.73 -0.13 0.041 60.00 -25.21 -1.91 0.00 -108.62 0.00 108.62 4,021.00 2,010.50 6,525.65 3,222.78 0.87 -0.14 0.040 65.00 -23.81 -1.85 0.00 -99.06 0.00 99.06 3,933.98 1,966.99 6,179.85 3,051.99 1.03 -0.16 0.039 70.00 -22.45 -1.78 0.00 -89.82 0.00 89.82 3,835.54 1,917.77 5,825.76 2,877.12 1.20 -0.17 0.037 75.00 -21.12 -1.72 0.00 -80.91 0.00 80.91 3,705.74 1,852.87 5,435.90 2,684.59 1.39 -0.18 0.036 77.47 -20.49 -1.69 0.00 -76.67 0.00 76.67 3,641.71 1,820.85 5,248.54 2,592.06 1.49 -0.19 0.035 80.00 -19.39 -1.65 0.00 -72.40 0.00 72.40 3,575.94 1,787.97 5,059.54 2,498.72 1.59 -0.20 0.034 82.55 -18.32 -1.62 0.00 -68.18 0.00 68.18 3,001.19 1,500.59 4,275.80 2,111.66 1.70 -0.21 0.038 85.00 -17.77 -1.59 0.00 -64.21 0.00 64.21 2,965.71 1,482.86 4,149.69 2,049.38 1.81 -0.21 0.037 90.00 -16.68 -1.53 0.00 -56.26 0.00 56.26 2,891.35 1,445.68 3,895.28 1,923.73 2.04 -0.23 0.035 91.00 -16.27 -1.48 0.00 -54.65 0.00 54.65 2,876.16 1,438.08 3,844.90 1,898.85 2.08 -0.23 0.034 95.00 -15.44 -1.43 0.00 -48.73 0.00 48.73 2,803.64 1,401.82 3,631.32 1,793.37 2.28 -0.24 0.033 100.00 -14.42 -1.37 0.00 -41.58 0.00 41.58 2,692.39 1,346.19 3,347.21 1,653.06 2.54 -0.25 0.031 105.00 -13.44 -1.31 0.00 -34.72 0.00 34.72 2,581.13 1,290.56 3,074.67 1,518.46 2.81 -0.27 0.028 110.00 -12.49 -1.26 0.00 -28.15 0.00 28.15 2,469.87 1,234.94 2,813.71 1,389.58 3.10 -0.28 0.025 115.00 -11.57 -1.20 0.00 -21.85 0.00 21.85 2,358.62 1,179.31 2,564.31 1,266.42 3.39 -0.29 0.022 118.09 -11.03 -1.17 0.00 -18.13 0.00 18.13 2,289.79 1,144.89 2,415.82 1,193.08 3.58 -0.29 0.020 120.00 -10.57 -1.15 0.00 -15.90 0.00 15.90 2,247.36 1,123.68 2,326.49 1,148.97 3.70 -0.30 0.019 121.93 -10.12 -1.13 0.00 -13.69 0.00 13.69 926.04 463.02 968.83 478.47 3.82 -0.30 0.040 122.00 -6.12 -0.69 0.00 -13.60 0.00 13.60 925.77 462.88 967.83 477.98 3.83 -0.30 0.035 125.00 -5.83 -0.66 0.00 -11.53 0.00 11.53 913.94 456.97 926.95 457.79 4.02 -0.31 0.032 130.00 -5.37 -0.61 0.00 -8.22 0.00 8.22 892.11 446.05 858.41 423.94 4.35 -0.32 0.025 132.00 -4.39 -0.48 0.00 -6.73 0.00 6.73 882.63 441.32 830.94 410.37 4.49 -0.33 0.021 135.00 -4.14 -0.45 0.00 -5.29 0.00 5.29 867.63 433.81 789.74 390.02 4.69 -0.33 0.018 140.00 -3.74 -0.41 0.00 -3.03 0.00 3.03 840.50 420.25 721.34 356.24 5.05 -0.34 0.013 143.00 -3.50 -0.38 0.00 -1.81 0.00 1.81 822.96 411.48 680.60 336.12 5.26 -0.34 0.010 145.00 -3.35 -0.36 0.00 -1.05 0.00 1.05 810.73 405.37 653.62 322.80 5.40 -0.34 0.007 146.00 0.00 -0.34 0.00 -0.69 0.00 0.69 804.46 402.23 640.20 316.17 5.48 -0.34 0.002 Pole : 303430 Code: ANSI TIA-222 Rev G Y 10/1/2012 3:03:24 PM Location: Tybee Island,GA Struct Class : II Height: 146.0 (ft) Exposure Category: D Page: 15 Base Dia : 54.00 (in) Topographic Category: 1 Top Dia: 19.50 (in) Base Elev: 0.000 (ft) Shape : 12 Sides f X Taper: 0.250001 (in/ft) Copynght©2007-2011 by American Tower Corporation.All rights reserved. 7/ Load Case: 1.OD+1.0W 60.00 mph Serviceability 22 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev qz qzGh C Thick Tributary Aa CfAa Force X Load Ice Loaa (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 1.03 9.018 9.920 283.68 1.000 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 1.03 9.018 9.920 277.12 1.000 0.000 5.00 23.024 23.02 228.4 0.0 1,448.4 10.00 1.00 1.03 9.018 9.920 270.55 1.000 0.000 5.00 22.485 22.48 223.0 0.0 1,414.1 15.00 1.00 1.03 9.020 9.922 264.01 1.000 0.000 5.00 21.946 21.95 217.7 0.0 1,379.9 20.00 1.00 1.08 9.483 10.43 263.96 1.000 0.000 5.00 21.406 21.41 223.3 0.0 1,345.6 25.00 1.00 1.12 9.858 10.84 262.27 1.000 0.000 5.00 20.867 20.87 226.3 0.0 1,311.4 30.00 1.00 1.16 10.175 11.19 259.49 1.000 0.000 5.00 20.328 20.33 227.5 0.0 1,277.2 35.00 1.00 1.19 10.452 11.49 255.92 1.000 0.000 5.00 19.789 19.79 227.5 0.0 1,242.9 37.88 Bot-Section 2 1.00 1.21 10.597 11.65 253.58 1.000 0.000 2.88 11.154 11.15 130.0 0.0 700.4 40.00 1.00 1.22 10.697 11.76 251.76 1.000 0.000 2.12 8.256 8.26 97.2 0.0 962.6 44.13 Top-Section 1 1.00 1.24 10.882 11.97 247.96 1.000 0.000 4.13 15.805 15.81 189.2 0.0 1,842.1 45.00 1.00 1.24 10.919 12.01 252.18 1.000 0.000 0.87 3.283 3.28 39.4 0.0 180.6 50.00 1.00 1.27 11.121 12.23 247.21 1.000 0.000 5.00 18.549 18.55 226.9 0.0 1,020.2 55.00 1.00 1.29 11.307 12.43 241.91 1.000 0.000 5.00 18.009 18.01 224.0 0.0 990.2 60.00 1.00 1.31 11.479 12.62 236.34 1.000 0.000 5.00 17.470 17.47 220.6 0.0 960.2 65.00 1.00 1.32 11.640 12.80 230.53 1.000 0.000 5.00 16.931 16.93 216.8 0.0 930.3 70.00 1.00 1.34 11.791 12.97 224.51 1.000 0.000 5.00 16.392 16.39 212.6 0.0 900.3 75.00 1.00 1.36 11.933 13.12 218.31 1.000 0.000 5.00 15.853 15.85 208.1 0.0 870.3 77.47 Bot-Section 3 1.00 1.37 12.001 13.20 215.19 1.000 0.000 2.47 7.622 7.62 100.6 0.0 418.3 80.00 1.00 1.37 12.068 13.27 211.94 1.000 0.000 2.53 7.855 7.86 104.3 0.0 792.3 82.55 Top-Section 2 1.00 1.38 12.134 13.34 208.63 1.000 0.000 2.55 7.767 7.77 103.7 0.0 783.1 85.00 1.00 1.39 12.196 13.41 210.01 1.000 0.000 2.45 7.331 7.33 98.3 0.0 345.3 90.00 1.00 1.40 12.318 13.55 203.38 1.000 0.000 5.00 14.559 14.56 197.3 0.0 685.7 91.00 Appertunance(s) 1.00 1.41 12.341 13.57 202.04 1.000 0.000 1.00 2.847 2.85 38.6 0.0 134.1 95.00 1.00 1.42 12.434 13.67 196.63 1.000 0.000 4.00 11.172 11.17 152.8 0.0 525.9 100.0 1.00 1.43 12.546 13.80 189.76 1.000 0.000 5.00 13.480 13.48 186.0 0.0 634.3 105.0 1.00 1.44 12.652 13.91 182.79 1.000 0.000 5.00 12.941 12.94 180.1 0.0 608.6 110.0 1.00 1.45 12.755 14.03 175.72 1.000 0.000 5.00 12.402 12.40 174.0 0.0 582.9 115.0 1.00 1.46 12.854 14.14 168.56 1.000 0.000 5.00 11.862 11.86 167.7 0.0 557.3 118.0 Bot-Section 4 1.00 1.47 12.914 14.20 164.09 1.000 0.000 3.09 7.069 7.07 100.4 0.0 331.9 120.0 1.00 1.47 12.950 14.24 161.31 1.000 0.000 1.91 4.316 4.32 61.5 0.0 301.7 121.9 Top-Section 3 1.00 1.48 12.986 14.28 158.50 1.000 0.000 1.93 4.282 4.28 61.2 0.0 299.2 122.0 Appertunance(s) 1.00 1.48 12.987 14.28 160.76 1.000 0.000 0.07 0.161 0.16 2.3 0.0 3.8 125.0 1.00 1.49 13.042 14.34 156.36 1.000 0.000 3.00 6.503 6.50 93.3 0.0 153.7 130.0 1.00 1.50 13.131 14.44 148.97 1,000 0.000 5.00 10.407 10.41 150.3 0.0 245.9 132.0 Appertunance(s) 1.00 1.50 13.166 14.48 145.99 1.000 0.000 2.00 4.012 4.01 58.1 0.0 94.8 135.0 1.00 1.51 13.218 14.53 141.51 1.000 0.000 3.00 5.856 5.86 85.1 0.0 138.3 140.0 1.00 1.51 13.302 14.63 133.98 1.000 0.000 5.00 9.328 9.33 136.5 0.0 220.2 143.0 1.00 1.52 13.351 14.68 129.43 1.000 0.000 3.00 5.338 5.34 78.4 0.0 126.0 145.0 1.00 1.52 13.383 14.72 126.39 1.000 0.000 2.00 3.451 3.45 50.8 0.0 81.4 146.0 Appertunance(s) 1.00 1.53 13.399 14.73 124.87 1.000 0.000 1.00 1.693 1.69 25.0 0.0 39.9 Totals: 146.00 5,744.9 0.0 26,881.2 Pole: 303430 Code: ANSIITIA-222 Rev G y 10/1/2012 3:03:24 PM Location: Tybee Island,GA Struct Class : II Height: 146.0 (ft) Exposure Category: D Page: 16 Base Dia : 54.00 (in) Topographic Category: 1 Top Dia : 19.50 (in) Base Elev: 0.000 (ft) Shape : 12 Sides / X Taper: 0.250001 (in/ft) Copyright 02007-2011 by American Tower Corporation.All rights reserved. Z/ Load Case: 1.0D+1.0W 60.00 mph Serviceability 22 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Bev qz qzGh CaAa cama Ecc Ecc FX Y Z Loan (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (Ib) (lb-ft) (Ib-ft) (Ib) 91.00 Antel BCD-87010 1 12.470 13.717 1.00 1.00 2.90 0.000 5.583 39.78 0.00 222.10 26.50 91.00 Flat Side Arm 1 12.341 13.576 1.00 1.00 6.30 0.000 0.000 85.53 0.00 0.00 150.00 122.0 14"x 9"TTA 6 12.987 14.286 0.40 0.80 2.95 0.000 0.000 42.17 0.00 0.00 60.00 122.0 77"x 14" Panel 12 12.987 14.286 0.54 0.80 67.41 0.000 0.000 962.96 0.00 0.00 420.00 122.0 Andrew ETM190G- 6 12.987 14.286 0.40 0.80 2.54 0.000 0.000 36.34 0.00 0.00 96.00 122.0 Ericsson RRUS 11 6 12.987 14.286 0.54 0.80 9.62 0.000 0.000 137.37 0.00 0.00 300.00 122.0 Kathrein 860 10025 12 12.987 14.286 0.40 0.80 0.86 0.000 0.000 12.34 0.00 0.00 14.40 122.0 Low Profile Platform 1 12.987 14.286 1.00 1.00 26.10 0.000 0.000 372.86 0.00 0.00 1,500.00 122.0 Raycap DC6-48-60-18- 1 12.987 14.286 0.80 0.80 1.01 0.000 0.000 14.40 0.00 0.00 20.00 132.0 Antel BCD-80010_25 3 13.263 14.589 1.00 1.00 8.85 0.000 5.665 129.11 0.00 731.42 79.50 132.0 RFS 490104 1 13.166 14.483 1.00 1.00 5.60 0.000 0.000 81.10 0.00 0.00 25.90 132.0 Side Arm 3 13.166 14.483 0.67 1.00 10.45 0.000 0.000 151.37 0.00 0.00 450.00 146.0 Decibel DB848H90E- 6 13.462 14.808 0.56 0.75 28.21 0.000 4.000 417.81 0.00 1,671.25 168.00 146.0 Decibel 3 13.462 14.808 0.50 0.75 15.30 0.000 4.000 226.50 0.00 906.00 75.00 146.0 Flat Platform w/Han 1 13.399 14.739 0.90 1.00 38.16 0.000 0.000 562.43 0.00 0.00 2,000.00 146.0 TTA 1 13.462 14.808 0.40 0.80 0.56 0.000 4.000 8.29 0.00 33.17 10.00 3,280.37 5,395.30 Pole: 303430 Code: ANSI/TIA-222 Rev G Y Location: Tybee Island,GA Struct Class : II 10/1/2012 3:03:25 PM Height: 146.0 (ft) Exposure Category: D Page: 17 Base Dia : 54.00 (in) Topographic Category: 1 Top Dia : 19.50 (in) Base Elev: 0.000 (ft) Shape : 12 Sides �// X Taper : 0.250001 (in/ft) Copyright©2007-2011 by American Tower Corporation.All rights reserved y Load Case: 1.0D+1.0W 60.00 mph Serviceability 22 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Bev FX(-) FY(-) MY MZ (ft) (lb) (lb) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 228.39 1,459.42 0.00 0.00 10.00 223.04 1,537.77 0.00 0.00 15.00 217.74 1,503.53 0.00 0.00 20.00 223.29 1,469.29 0.00 0.00 25.00 226.28 1,435.04 0.00 0.00 30.00 227.53 1,400.80 0.00 0.00 35.00 227.51 1,366.56 0.00 0.00 37.88 130.01 771.60 0.00 0.00 40.00 97.15 1,015.01 0.00 0.00 44.13 189.19 1,944.22 0.00 0.00 45.00 39.43 202.08 0.00 0.00 50.00 226.90 1,143.79 0.00 0.00 55.00 223.99 1,113.83 0.00 0.00 60.00 220.60 1,083.87 0.00 0.00 65.00 216.78 1.053.90 0.00 0.00 70.00 212.60 1,023.94 0.00 0.00 75.00 208.09 993.98 0.00 0.00 77.47 100.62 479.33 0.00 0.00 80.00 104.28 854.91 0.00 0.00 82.55 103.67 846.11 0.00 0.00 85.00 98.34 405.93 0.00 0.00 90.00 197.26 809.30 0.00 0.00 91.00 163.95 335.28 0.00 222.10 95.00 152.81 621.56 0.00 0.00 100.0 186.03 753.84 0.00 0.00 105.0 180.11 728.16 0.00 0.00 110.0 174.00 702.48 0.00 0.00 115.0 167.73 676.80 0.00 0.00 118.0 100.41 405.85 0.00 0.00 120.0 61.48 347.31 0.00 0.00 121.9 61.16 345.26 0.00 0.00 122.0 1,580.75 2,415.97 0.00 0.00 125.0 93.29 191.49 0.00 0.00 130.0 150.32 308.88 0.00 0.00 132.0 419.69 675.36 0.00 731.42 135.0 85.14 168.25 0.00 0.00 140.0 136.49 270.15 0.00 0.00 143.0 78.39 155.93 0.00 0.00 145.0 50.80 101.38 0.00 0.00 146.0 1,239.99 2,302.92 0.00 2,610.42 Totals: 9,025.25 35,421.07 0.00 3,563.94 Pole : 303430 Code: ANSI/TIA-222 Rev G *� 10/1/2012 3:03:25 PM Location: Tybee Island,GA Struct Class : II Height: 146.0 (ft) Exposure Category: D Page: 18 Base Dia: 54.00 (in) Topographic Category: 1 Top Dia: 19.50 (in) Base Elev: 0.000 (ft) Shape: 12 Sides / X Taper: 0.250001 (in/ft) Copyright 02007-2011 by American Tower Corporation.All rights reserved. 4/ Load Case: 1.0D+1.0W 60.00 mph Serviceability 22 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -35.42 -9.04 0.00 -845.01 0.00 845.01 5,852.16 2,926.08 12,906.3 6,373.95 0.00 0.00 0.139 5.00 -33.95 -8.83 0.00 -799.83 0.00 799.83 5,770.75 2,885.37 12,426.6 6,137.06 0.02 -0.04 0.136 10.00 -32.41 -8.63 0.00 -755.69 0.00 755.69 5,686.68 2,843.34 11,949.9 5,901.61 0.08 -0.07 0.134 15.00 -30.90 -8.43 0.00 -712.55 0.00 712.55 5,599.97 2,799.98 11,476.4 5,667.79 0.18 -0.11 0.131 20.00 -29.43 -8.22 0.00 -670.42 0.00 670.42 5,510.61 2,755.30 11,006.7 5,435.82 0.32 -0.15 0.129 25.00 -27.99 -8.01 0.00 -629.32 0.00 629.32 5,418.60 2,709.30 10,541.2 5,205.90 0.50 -0.19 0.126 30.00 -26.58 -7.80 0.00 -589.27 0.00 589.27 5,323.95 2,661.98 10,080.2 4,978.23 0.72 -0.23 0.123 35.00 -25.21 -7.58 0.00 -550.29 0.00 550.29 5,226.65 2,613.33 9,624.17 4,753.02 0.99 -0.27 0.121 37.88 -24.44 -7.45 0.00 -528.47 0.00 528.47 5,169.41 2,584.70 9,363.92 4,624.49 1.16 -0.30 0.119 40.00 -23.42 -7.36 0.00 -512.68 0.00 512.68 5,126.71 2,563.35 9,173.53 4,530.46 1.29 -0.31 0.118 44.13 -21.47 -7.17 0.00 -482.29 0.00 482.29 4,279.68 2,139.84 7,651.87 3,778.97 1.58 -0.35 0.133 45.00 -21.27 -7.14 0.00 -476.05 0.00 476.05 4,266.19 2,133.09 7,589.14 3,747.99 1.64 -0.36 0.132 50.00 -20.12 -6.92 0.00 -440.37 0.00 440.37 4,187.11 2,093.55 7,230.72 3,570.98 2.04 -0.40 0.128 55.00 -19.00 -6.70 0.00 -405.79 0.00 405.79 4,105.38 2,052.69 6,876.08 3,395.84 2.49 -0.45 0.124 60.00 -17.92 -6.49 0.00 -372.29 0.00 372.29 4,021.00 2,010.50 6,525.65 3,222.78 2.98 -0.49 0.120 65.00 -16.86 -6.27 0.00 -339.86 0.00 339.86 3,933.98 1,966.99 6,179.85 3,051.99 3.52 -0.54 0.116 70.00 -15.83 -6.06 0.00 -308.50 0.00 308.50 3,835.54 1,917.77 5,825.76 2,877.12 4.11 -0.58 0.111 75.00 -14.84 -5.85 0.00 -278.19 0.00 278.19 3,705.74 1,852.87 5,435.90 2,684.59 4.74 -0.63 0.108 77.47 -14.36 -5.75 0.00 -263.75 0.00 263.75 3,641.71 1,820.85 5,248.54 2,592.06 5.07 -0.65 0.106 80.00 -13.50 -5.64 0.00 -249.18 0.00 249.18 3,575.94 1,787.97 5,059.54 2,498.72 5.43 -0.68 0.104 82.55 -12.65 -5.54 0.00 -234.79 0.00 234.79 3,001.19 1,500.59 4,275.80 2,111.66 5.80 -0.70 0.115 85.00 -12.25 -5.44 0.00 -221.22 0.00 221.22 2,965.71 1,482.86 4,149.69 2,049.38 6.16 -0.72 0.112 90.00 -11.44 -5.24 0.00 -194.03 0.00 194.03 2,891.35 1,445.68 3,895.28 1,923.73 6.95 -0.77 0.105 91.00 -11.10 -5.07 0.00 -188.57 0.00 188.57 2,876.16 1,438.08 3,844.90 1,898.85 7.11 -0.78 0.103 95.00 -10.48 -4.92 0.00 -168.27 0.00 168.27 2,803.64 1,401.82 3,631.32 1,793.37 7.78 -0.82 0.098 100.00 -9.72 -4.73 0.00 -143.67 0.00 143.67 2,692.39 1,346.19 3,347.21 1,653.06 8.67 -0.87 0.091 105.00 -9.00 -4.55 0.00 -120.01 0.00 120.01 2,581.13 1,290.56 3,074.67 1,518.46 9.60 -0.91 0.083 110.00 -8.29 -4.37 0.00 -97.28 0.00 97.28 2,469.87 1,234.94 2,813.71 1,389.58 10.58 -0.95 0.073 115.00 -7.62 -4.19 0.00 -75.45 0.00 75.45 2,358.62 1,179.31 2,564.31 1,266.42 11.60 -0.99 0.063 118.09 -7.21 -4.09 0.00 -62.49 0.00 62.49 2,289.79 1,144.89 2,415.82 1,193.08 12.24 -1.01 0.056 120.00 -6.86 -4.02 0.00 -54.70 0.00 54.70 2,247.36 1,123.68 2,326.49 1,148.97 12.65 -1.02 0.051 121.93 -6.52 -3.95 0.00 -46.95 0.00 46.95 926.04 463.02 968.83 478.47 13.07 -1.03 0.105 122.00 -4.13 -2.33 0.00 -46.66 0.00 46.66 925.77 462.88 967.83 477.98 13.08 -1.03 0.102 125.00 -3.94 -2.24 0.00 -39.67 0.00 39.67 913.94 456.97 926.95 457.79 13.74 -1.06 0.091 130.00 -3.63 -2.08 0.00 -28.49 0.00 28.49 892.11 446.05 858.41 423.94 14.88 -1.11 0.071 132.00 -2.97 -1.65 0.00 -23.60 0.00 23.60 882.63 441.32 830.94 410.37 15.35 -1.12 0.061 135.00 -2.80 -1.56 0.00 -18.65 0.00 18.65 867.63 433.81 789.74 390.02 16.06 -1.14 0.051 140.00 -2.53 -1.42 0.00 -10.84 0.00 10.84 840.50 420.25 721.34 356.24 17.27 -1.17 0.033 143.00 -2.38 -1.34 0.00 -6.58 0.00 6.58 822.96 411.48 680.60 336.12 18.01 -1.18 0.022 145.00 -2.28 -1.29 0.00 -3.90 0.00 3.90 810.73 405.37 653.62 322.80 18.50 -1.18 0.015 146.00 0.00 -1.24 0.00 -2.61 0.00 2.61 804.46 402.23 640.20 316.17 18.75 -1.18 0.008 Pole: 303430 Code: ANSI/TIA-222 Rev G y 10/1/2012 3:03:25 PM Location: Tybee Island,GA Struct Class: II Height: 146.0 (ft) Exposure Category: D Page: 19 Base Dia : 54.00 (in) Topographic Category: 1 Top Dia : 19.50 (in) Base Elev: 0.000 (ft) Shape: 12 Sides / X Taper: 0.250001 (in/ft) Copyright©2007-2011 by American Tower Corporation.All rights reserved. 4/ Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft) Ratio 1.2D+1.6W 67.90 0.00 42.33 0.00 0.00 6355.93 0.00 1.00 0.9D+1.6W 67.87 0.00 31.71 0.00 0.00 6316.86 0.00 1.00 1.2D+1.0Di+ 1.0Wi 2.68 0.00 47.92 0.00 0.00 248.53 0.00 0.05 1.0D+1.0W 9.04 0.00 35.42 0.00 0.00 845.01 0.00 0.14 PROPEL.. INFORMATION PROJECT TEAM DRAWING SHEET SHEET JRIPnON REV OAT) _ Goodman Networks• INDEX T1 TITLE SHEET 0 09/03/12; .°,,, SITE COORDINATES: 32.023756098398 PROJECT MANAGEMENT: GOODMAN NETWORKS Cl SITE PLAN 0 09/03/12 1R ° wor4N ° -80.850280799273 ADDRESS: 5895 WINWARD PKWY, SUITE 250 ALPHARETTA, GA 30005 C2 EQUIPMENT PLAN 0 09/03/12 COUNTY: CHATHAM C3 TOWER ELEVATION MD ANTENNA ORIENTATIONS 0 09/03/12 5895 WINDWARD PARKWAY, 4121, ;k �_____,"j C4 LTE CSRF JUMPER CONFIGURATION 0 09/03/72 ALPHA SUITE,GA 30005•t&t " APPLICANT/LESSEE: AT&T MOBILITY ENGINEERING FIRM: AW SOLUTIONS, INC. C5 DETAILS 0 09/0362 C6 DETAILS 0 09/03/12 ADDRESS: 12555 CINGULAR WAY ADDRESS: 300 CROWN OAK CENTRE DR. C7 RISER DIAGRAMS 0 09/03/12 ALPHARETTA, GA 30004 LONGWOOD, FL 32750 CONTACT: ROBERTO ROSALEZ C8 GROUNDING SCHEMATIC AND DETAILS 0 09/03/12 410-358 PHONE: 407.260.0231 EXT. 106 SP1 SPECIFICATIONS 0 09/03/12 —■ SP2 SPECIFICATIONS 0 09/03/12 a &+ `� L TYBEE NORTH AT&T MOBILITY • VEHICULAR USE UNMANNED TELECOMMUNICATIONS 12555 CINGUTAR WAY ADDRESS: 78 VAN HORN AVENUE, FACILITY REQUIRING APPROXIMATELY ALPHAITETTA GA 30004 SAVANNAH,GA 31328 ONE VISIT PER MONTH DESIGN CRITERIA ADA ACCESSIBILITY FACILITY IS UNMANNED AND NOT 1. WIND LOAD PER I.B.C. 2006 THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND COMPLIANCE: FOR HUMAN HABITATION A. BASIC WIND SPEED: 140 MPH,3 SEC. GUST. AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. B. WIND IMPORTANCE FACTOR: 1.0 UNMANNED All CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW 3Y THE LOCAL BUILI�NG TELECOMMUNICATIONS FACILITY BUILDING CATEGORY II. DEPARTMENT AND ANY CHANGES OR MODIFICATIONS THEY MAY IMPOSE. SITE TYPE LTE UPGRADE C. WIND EXPOSURE: C. TOWER DATA MONOPOLE D. (TONTALPRESS )COMPONENT&CLADDING: 73 PSF APPROVALS DATE: SOIUtIOt1 LANDLORD: PROJECT DESCRIPTION: INSTALLATION OF NEW EQUIPMENT ON IXISTING EQUIPMENT PAD. INSTALLATION OF NEW 2. DEAD . E EQUIPMENT ➢ n c o r o r a t D d ANTENNAS AND EQUIPMENT ON EXISTING TOWER. A. EQUIPMENT WEIGHT PER MANUFACTURER DATA. AT&T: 300 CROWN OAK CENTRE DRIVE LONGWOOD,FL 32750 �SMIC L�' f S NOT GOVERN THIS DESIGN. TEL 407.2640231 d � tug. - ;' FAX: 407.260.0749 t I &14,4 air, �� � ¢ �d DRAWN BY: RR I CHECKED BY: EP e Pdi7fftt Hilton He (3fu6 }SLnd f . • f . pgay „�A A: ,r ';.4,:f•-, z-, F 'w6sSt r, • x A� .°" y , Y r � o v Pcxf '•..•_ { - �'�, Riue(s End YagH'rr S'. tVentLVOrtn �-?-� Ca€rpwo nd T wane- • t o �Lrr H 5 fi an ; 0 09/03/12 ISSUED,FOR CONSTRUCTION n'(i(}d Savannah/ ri A. R,i t tttistann' A 07/05/12 ISSUED FOR REVIEW r•I t#n Heats ' REV DATE ..),..„...,-- "="*.::" . tisternx<oina1 Afr-, Garden Cry '''',••;,,,'''-'''''r,*. , nom ' Sc cti `^� :c a ma die ° o ,„�k s: R TE :, a x .. �� � g x a ° a sr , � °,„, _ r.; _ r Lau* awe ad n _ ktavt c v Bier and t : nnah -,- , ``4y. a ., -F .-P°°• ''x�'. x ° �+� l ✓ �. . -. _ ,,. ,.:1,....::92,0,447 -ri`"� � „s,4, oA �„x-``�^ �\aC\\ � � rya i; � � � � z� • 1 _ Vor;. _ x-•m;x s ate',fie �. > '7 - 1 �. ig c ., e a ;k'ti;.3:,:v.- Cu}iee�. y ea Brc ll�, ? Tar 1 81s .er (tmc5h ,: :'' a6 .ue � �} t3`? G 1 °� 2 fib t xF 6 °' fi;u,eT Aa„ . r'G xlc es ' A fats!rY t ers3t ...., ? a ; AA O 0 T yy.y �5*1; catT� eta tl `= r .' rD� yxt `b� � G ,� G� �jL"" COQ EMMANUEL POU 3N Wand , . 6 1. O D : GA P.E.#262 Geor9emxv(? `<;a�t rz - IS*of ripe.., 3,,r LL ot .,...,. .' ,. ,,y ,. '' �.�/ .<'3.. F `'+?^,$;°."}`. G Ol Q�; `, �'`C art V • fj ,F - IINOER E D ECTIO.N 011 ArR NSE�PRO FC55DO BY AW SOLUTIONS IN CNEERE(O P11ER EA+, _it, G`,' ; - �'` ! sa £•.'..,s'3`{3�, ?S` Cj ��iw 1 C;DiY „�, ,. _ V%; - ., ;x`- 1.*,� .a , 1T "�, zr�€,`'`, ...: /� .' .' Sys 1, Y? r f" Y >,;" _ �: ,..,5,. rr l"h^w`', .s Y r` �.. 4.P Y k.� if 0�y• • WA15'.AW SOW(�015.INC.PN TpSCfIfAT51�N OF�THEE CONTENTS HERONM I s „s* The Cr'05 '� '.<11 Og'O 5y'G rscust u &o ;T . YS SI-,ark ,0 0:9911 d '9' dr ��a'_ ;De' r SfTEI: 41 0-358 a xs tN Skidavt4Y t''d;'as -1 y T`dj ? SITE NAME TYBEE NORTH r - - lalemt ,�,; z e ,� 'alr7 ADDRESS V 0 � } SAVANNAH. A3VEN132U8E, �, ' gw ea. S mar g t-aa a s Ste' Fv��* SITE TYPE MONOPOLE r 3 - _ 6 4 nth pfr SHEET TITLE: t F a R .: c DRMNG 1,� GENERAL VICINITY MAP / SPECIFIC LOCATION MAP /� Q } TITLE SHEET DIRECTIONS // �, A'\�u�u UUIIU UNDERGROUND SERVICE ALERT E e a SHEET NUMBER FROM ATLANTA TAKE 1-75 SOUTH, TAKE EXIT 165 ON THE LEFT TO MERGE ONTO 1-16 EAST TOWARDS JIM L GIWS HWY./SAVANNAH,TAKE EXIT 165 TO MERGE ONTO GA-204 W./W.37TH CALL°GEORGIA ONE CALL° 300 CROWN OAK CENTRE DRIVE STREET TOWARDS 37TH STREET/ABERCORN STREET,TURN RIGHT ONTO MARTIN LUTHER KING JR. BLVD, TURN LEFT ONTO US-80 E./W.WCTORY DRIVE, CONTINUE TO FOLLOW US 80 EAST, _ 1-800-282-7411 LONTEL 40 FL 32750 TURN LEFT ONTO POLK STREET, TURN RIGHT ONTO FORT AVENUE,AFTER 250 FEET TAKE THE LEFT TURN AND FOLLOW TRACK TO DESTINATION. `�' I' 48 HRS BEFORE ANY TEL 407.260.0231 Ti CONSTRUCTION BEGINS FAX:407.260.0749 0 .,:41% Goodman Networks 5895 WINDWARD PARKWAY, SUITE 250 ALPHARETTA, GA 30005 , at&t j a &L . AT&T MOBILITY 12555 CINGULAR WAY ALPHARETTA, GA 30004 EXISTING PROPANE EXISTING H-FRAME TANK X x x x x X X x x x x X X X X x- f z EXISTING DOUBLE A , GATE iutions EXISTING C O N C R E T E s I n c t o r p o r a t e a i PAD "� 300 CROWN OAK CENTRE DRIVE x LONGW000,FL 32750 TEL- 4.07.2600231 ?.....••••••'��""' / ` FAX: 407.260.0749 EXISTING MONOPOLE a g x ;;. / DRAWN BY: RR CHECKED BY EP • EXISTING CHAINUNK �I P N� M iii+�:�i��4�+/ % x 0 FENCE w/BARBED WIRE x a r F `sib' / /4. x % SOUTHERN 0 .4'�,i 'A.•t.. % / -_ / / ..f ..v./ NExm � 0 LINK BUILDING / 4*t �-. ..i�/ / .- ... 'V �� V��.�/ BUILDING a / / .�,` ti/ 0 x c 0 09 03 12 ISSUED FOR CONSTRUCTION 0 a fir+4 4i0 0 I Q 07 05 12 ISSUED FOR REVIEW x , . ■O/ 0 x REV DATE DESCRIPTION / 4.+4 4 EXISTING c C..44•4/ / 1. 0 a ���# GENERATOR i�/ , x ot.. 4.4.44 I % x i ' r.��.�.!►. i�/��� AJ 1,s rte'" ( :',, f ' Y . $ °;AIIIKIIIAIWAVAPIWAMIIIIrri x� /"—x—x-11 l ■::t1liwi''ii'siri*i 1E. x / I 44,.';• EXISTING H FRAME sr '° 7- , ri• / \EXISTING DOUBLE / �' 5 +:�ti ti - ;�`",-- GATE x r�i # P0U1 '•` ■ GA. .ET 26213 ' 10 EXISTING WAVEGUIDE x - r 4:: " 5 TON N TAW FOR ANY PERSON uONGA THE ARE O'HOL O.NE'ail US ES A LICENSEE PROEED EU R LW SOIR TO ALTER•BRIDGE(IYP.) valING. . SOLUTIONS.RC.%IC05CW15 ALL LN LITH ASSOCIATED WON TIE REUSE.ALTERATION OR DO06MATION OF THE CONTENTS HERON EXISTING AT&T EQUIPMENT x x SITE#: 410-358 PAD (SEE SHEET C2 FOR 1--x x x—x x x x x� EQUIPMENT LAYOUT SITE NAME TYBEE NORTH 5'-2" ADDRESS: 78 VAN HORN AVENUE, SAVANNAH,GA 31328 [_ 28'-0' i. 53 _ '-6" SITE TYPE: MONOPOLE SHEET 11111: 1 SIZE PLAN SITE PL SCALE: 1' = 1O'-0' (11217) y SHEET NUMBER: 1 Cl I A a A ✓ I KEt,,,,IE LEGEND:: / ® 1. INSTALL A#2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR BETWEEN G o o d Itl a n Networks NEW EQUIPMENT CABINET AND EXISTING EQUIPMENT GROUND RING. / T a P*4.EXISTING SHELTER EXISTING SHELTER 2. INSTALL A 12 AWG SOUD BARE TINNED COPPER GROUND CONDUCTOR FROM 9' H-FRAME POST TO EXISTING EQUIPMENT GROUND RING. f 3. TELCO CONDUIT FROM EXISTING TELCO ENCLOSURE TO RBS 6601 IN NEW MINI 5895 WINDWARD PARKWAY, PURCELL SUITE 250 4. POWER CONDUIT FROM EXISTING 200A AC PANEL TO NEW -48V DC POWER PLANT AU'HAREITA, GA 30005 5. POWER CONDUIT FOR DC CONDUCTORS FROM -48V DC POWER PLANT TO RBS 6601 IN NEW MINI PURCELL 6. (2) NEW DC POWER TRUNKS FROM -48V DC POWER PLANT TO RAYCAP SURGE O It O SUPPRESSOR ON TOWER. 7. (1) NEW FIBER TRUNK FOR 12X PAIR OIL FIBER CABLES FROM RBS 6601 TO NV RAYCAP SURGE SUPPRESSOR ON TOWER. \ / a l&l 8. ALL NEW CONDUITS TO BE ROUTED UNDERGROUND. `� EXISIINT WAVEGUIDE BRIDGE NEW MINI PURCELL CABINET 6 Q �� ON NEW H-FRAME FOR (1) CB I C8 AT&T MOBILITY NEW RBS 6601 LIE DIGITAL UNIT 12555 CINGULAR WAY ` �,fl1�5, u6 tCtG ALPHARETTA,GA 30004 re-yevvv-wv v- 4, �� a—. —a—a—a—a—a—a—a—a—a—a—a—a—a—a—a `t. �� ,`� a a—a—a—a—a—ap—a—a—a—a—a—a—a—a—a—a 9 l 1 ► a - a as � u � x ,� © , ,, 00 �� �t Solutions _ 5 I aa EXISTING UMTS [�t7 r O III I n c n r p o r a i e d x v g a A 300 CROWN OAK CENTRE DRIVE ' I I I GROUNDING NOTES: LONGWOOD,FL 32750 0 J I I A PVC CONDUIT. NO METAWC CONDUIT SHALL BE SEDUFOR GROUNDING BE IN 3/4" TEL 407.2fiQ.0231 ;4■ 4 r'.4. • • — FAX 407.260.0749 c a W a a CONDUCTOR SLEEVES.ALL EXPOSED j2 AWG SOLID BARE TINNED COPPER WIRE x 1 v I I LEADS TO BE PLACED IN UQUID TIGHT FLEXIBLE NON-METALLIC CONDUIT(LEAK) DRAWN BY: RR I CHECKED BY: EP x 1— a A WITH ENDS SEALED WITH SILICONE. L B. GROUND ALL EXPOSED MEIAWC OBJECTS ON PROPOSED AT&T UTILITY RACK / II USING A TWO-HOLE NEMA DRILLED CONNECTOR SUCH AS THOMAS AND BETTS 1 / \ — a a 32207 OR APPROVED EQUAL I/ / I C. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING GROUND RING SHAT BE 02 / N a a a AWG SOUR BARE TINNED COPPER UNLESS NOTED OTHERWISE. MAKE ALL GROUND / - I CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE AND AVOID SHARP BENDS.THE x ° / \\ a I •- RADIUS OF MY BEND SHALL NOT BE LESS THAN 8"AND THE INCLUSIVE ANGLE / A �, I I OF ANY BEND SHALL NOT EXCEED 90'.GROUNDING CONDUCTORS SHALL BE x / / 7 0 \ I ¢ I I D. ALL BELOW OW DOWNWARD GROUNDTOEXTERNA CONNECTIONS SHALL BE EXOTHERMICALLY WELDED.GROUND RING. x _ — I ALL EXOTHERMIC WELDS TO BURIED GROUND RING SHALL BE THE PARALLEL-TYPE 0 0 ISSUED FOR:NS:U:10N EXCEPT FOR THE GROUND RODS WHICH R ARE TEE-TYPE EXOTHERMIC WELDS. A /05/12 ISSUED FOR I as•u II REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC REV DATE DESCRIPTION a as x WELDING. USE GALVANIZED SPRAY SUCH AS HOLUB LECTROSOL 115-501. a { II E. WHERE MECHANICAL CONNECTORS(TWO-HOLE OR CLAMP)ARE USED,APPLY A a a UBERAL PROTECTIVE COATING OF A CONDUCTIVE ANTI-OXIDE COMPOUND ON ALL ,�NEW-48V DC POWER& I I I CONNECTORS. PROVIDE LOCK WASHERS ON ALL MECHAINICAL CONNECTORS.USE � l tiol ' - .. BATTERY CABINET as STAINLESS STEEL HARDWARE THROUGHOUT.THOROUGHLY REMOVE ALL PAINT AND p EXISTING GSM SCPA I II CLfPN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTORS. REPAINT TO rrp ''''''4:4'A x �/� I a a MATCH EXISTING AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE AL GROUND CONNECTIONS SHALL BE APPROVED FOR THE TYPES OF METALS " 'di."'1 : .., I 11 BEING ATTACHED TO. ar o� ' ' . .; a a F. THE SUBCONTRACTOR SHAT COORDINATE AS REQUIRED TO HAVE A UTILITY I " COMPANY REPRESENTATIVE AT THE SITE TO DISCONNECT THE UTILITY NEUTRAL . 4� FROM GROUNDING SYSTEM DURING FINAL INSPECTION SO THAT REQUIRED TESTIa � x ...._e—�— ` ON THE GROUND SYSTEM CAN BE PERFORMED.THE SUBCONTRACTOR SHALL �- 1'-1' 4'-3' 11'-8" PROVIDE NOTICE TO THE CONTRACTOR (TWO) DAYS PRIOR TO FINAL TESTING.IF '(1:44 -,LZ ft- 4``• THE SUBCONTRACTOR FAILS TO MAKE UTILITY COMPANY REPRESENTATIVE AVAILAB ®� x GENERATOR DURING THE FINAL TESTING, THE SUBCONTRACTOR SHALL PAY THE COST FOR AN • INTERFACE PANEL INDEPENDENT GROUNDING CONSULTANT TO PERFORM THE GROUND RESISTANCE GA P.E. I26213 TEST. GROUNDING CONSULTANT SHALL BE SELECTED BY THE CONTRACTOR. IF THE X o 17'-O" UTILITY COMPANY REPRESENTATIVE FAILS TO APPEAR DUE TO NO FAULT OF THE !T IS A wu,A-of LAW FOR ANY PERSON MISS TIEY ARE ACTING SUBCONTRACTOR,NO PENALTY SHALL APPLY. U•"ENE.is CRON OF A LICENSED PROFESSOR&ENGINEER TO ALTER TH .•' ENT.UNLESS EXPLICITLY AOREE0 70 BY AW SOLUTIONS N G. A RESISTANCE TO GROUND OF(5) OHMS OR LESS IS REQUIRED FOR ALL AT&T E REUSE RATION INC OR MODIFICATION OF LIABILITY E CONTENTST REIN x SITES. THE SUBCONTRACTOR SHOULD RETAIN HIS OWN TESTER AT HIS OWN EXPENSE. IN ADDITION,A THIRD PARTY SHOULD BE HIRED TO OBTAIN MEGGAR AND SITE#: 410-358 SWEEP RESULTS ON ALL SITES INCLUSIVE OF WHAT RESULTS THE SUBCONTRACTOR SUBMITS TO ENSURE PROPER QUALITY CONTROL ON ALL SITES. SCHEDULE FINAL SITE NAME TYBEE NORTH x MEGGAR ILSIING PROCEDURES. IF THE FINAL GROUNDING RESISTANCE ADDRESS: 78 VAN HORN AVENUE, MEASUREMENT EXCEEDS 5 (FIVE) OHMS,THE SUBCONTRACTOR SHALL NOTIFY THE SAVANNAH, GA 31328 x x—x x X X X X X X —x X X X X X X x X x x x x x x x x x x x CONTRACTOR. H. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL. I. THE GROUND WIRES SHALL BE STRAIGHT FOR MINIMUM INDUCTANCE MID VOLTAGE EXISTING CHAIN LINK FENCE DROP SINCE CABLE BENDS INCREASE INDUCTANCE THE MINIMUM REQUIRED CLLRBENDING RADIUS IS 8 INCHES WHEN BENDS ARE UNAVOIDABLE.ALL METAL WORK SITE TYPE: MONOPOLE it WITHIN 10 FEET OF THE GROUND RING SHALL BE DIRECTLY BONDED TO THIS SHEET TRUE SERVICE INCLUDED GROUND SYSTEM WITHOUT USING SERIES OR DAISY KHAN CONNECTION ARRANGEMENTS. MUST BE COPPER J. PAINT, ENAMEL LACQUER AND OTHER ELECTRICALLY NON-CONDUCTIVE COATINGS EQUIPMENT PLAN SHALL BE REMOVED FROM THREADS AND SURFACE AREAS WHERE CONNECTIONS EQUIPMENT P--t:14:1' 1 ?�I - A I I. O ARE MADE TO ENSURE GOOD ELECTRICAL CONTINUITY. 1 K. CONNECTIONS BETWEEN DISSIMILAR METALS SHAT NOT BE MADE UNLESS THE Qiction SCALE: 3/8" -0' (11'x 17� CONDUCTORS ARE SEPARATED BY A SUITABLE MATERIAL THAT IS A PART OF THE SHEET NUMBER ,�� U��$>�� �^ ATTACHMENT DEVICE ONLY ATTACHMENT DEVICES LISTED AND APPROVED FOR USE �4d De Code WITH E THE O SPECIFIC GROUND METALS MAY BE USED SHALLR THIS A MINIMUM C2 L ALL BELOW GRADE GROUND SYSTEM CONDUCTORS SHALL BE A MINIMUM DEPTH OF 24" (OR 6°BELOW THE FROST UNE,WHICHEVER IS GREATER). M. NO-OX TO BE ADDED UNDER ALL GROUND LUG CONNECTIONS. 03) 4...Nt Goodman Networks ice- —_ EXISTING ANTENNAS lin ( 5895 WISUITEFl250ARKWAY, A r 1111 \\toylet h\ \WI G'tt apHARE TA,GA 30005 IXISf1NG ANTENNAS $ z ¢ It‘t R st¢ U'ss(j1� 01 INSTALL NEW RAYCAP SURGE© �¢� _ARRESTOR (0c6-48 60-18-8F) C6 z b b a° `LOCATED WITHIN 15'-0"OF ALL N N ° NIL `at&t x W RRU UNITS. INSTALL NEW RAYCAP SURGE ARRESTOR o Q o —__ NEW& EXISTING AT&T ANTENNAS (DC6-48-60-18-8F) LOCATED WITHIN 15-0" EXISTING MONOPOLE AT&T MOBILITY _ ���I ilri• o 138'A.G.L RAD CENTER OFF ALL RRU UNITS. j,41, d r�r. JIL • 12555 CINGULAR WAY f I 0 J �ljJ �lll /7 ALPHAREITA GA 30004 II: M Gs 50 IJl1b�Jbl�. 3, bJ i , �0 .ya 1 "Uj�ffI J NG aG obi cs4'avr 1 g� qI SNNl4 O, O N c J?pJ 1\\c/$olutions I r NC�'.bCS 80070, 1, QA mr A •c tNAr pe hods 6R:,� 0-' rJjffJl-v`�. �(T� in Q o r p o r a t ® d 00.0'1 �*/ 4*d 300 CROWN OAK CENTRE DRIVE i�` - StST I l'� °� i7V p a � &,o L� 2�600231 ct t'�{ ���EC'� y " 'j 0 `,.0 FAX: 407.260.0749 g ct I a, A-c-t' tmE/„IT (�l 'S. 5 i5 00`t1° �S'N�J/ DRAWN BY: RR CHECKED BY: EP C� l�t- C --fi t ;- A r C�0 0Sl� 1. qL N NEW LIE RRH ('SECTOR 3 tp �\S� EXISTING ANTENNA- N9 S ) C6 N s PO i" '��-- er--M "ti MOUNT ` 4,0,• R I vLIlrrc TL.4/ VIA— (2) DC POWER TRUNKS+ (1) FIBER F.71 ORIENTATION PLAN TRUNK W/ 12X OIL FIBER CABLES FOR LTE. ROUTE PER LATEST STRUCTURAL SCALE NTS ANALYSIS. 1. CONTRACTOR SHALL VERIFY ALL INFORMATION SHOWN Wf'H RF ENGINEER OR CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. 0 09/03/12 ISSUED FOR CONSTRUCTION ® A 07/05/12 ISSUED FOR RENEW REV DATE DESCRIPTION TOWER ANALYSIS I PERFORMED BY OTHERS ¢ -"1 '.. Q z W I E ..' . 6 zd ,(L' , 4V 1 W �I If ' WI z I II EXISTING ANTENNA 3 x x MOUNT s /Iv- it w Iff' ��1P app 0 p//l/py / .'r!f/b� O / $.,n« �r ,, .If=IIP+-)i l��al+"+3. [ VY�NrN4.-YAir•1W.ti:ik'-i/C+". •�L 'mil tJ�/)J� NG S A NOLA73 Of IAW E ANY PERSON UNLESS THEY ARE ACTIN e�`+-•TT �IT.��f1T .8�, 1T I'�TI �H' 7+'• �J ••{J r+s,{J UNN•TM • IION OF A LICENSED PROFESSONAL ENGINEER TO ALTER X71 , =1 41.!- TI _ G 1.-M. -•• �� �\S ! N� DRS :-TIONS.INC DISlLY AGREED T BY OW SOWIED N• wRITVIGE SE b.ERATIO C.DSCUJA6 ALL TUB C ASSOCIATED WIN TIE REUSE,ALTERATION OR NOSMATION OF THE CONTENTS HEREIN. \ '?0 SITE#: 410-358 SITE NAME: TYBEE NORTH TOWER ELEVATION f� Jf!'�/Jy ADDRESS: 78 VAN HORN AVENUE, SCALE: NTS gJl'l1 SAVANNAH, GA 31328 1, THE STRUCTURAL ANALYSIS FOR THIS TOWER WAS PERFORMED BY OTHERS, w AW SOLUTIONS INC.ACCEPTS NO LIABILITY FOR THE STRUCTURAL CAPACITY 0 O 1 OF THIS TOWER.THE CONTRACTOR SHALL COORDINATE WITH AND COMPLY 4 SITE TYPE: MONOPOLE WITH THE PROVISIONS OF THE STRUCTURAL ANALYSIS PRIOR TO THE �1�tiad SJJTG INSTALLATION OF ANTENNAS AND COAX ON THIS TOWER. PN UfJrs SHEET TITLE: 2. REFER TO LATEST STRUCTURAL ANALYSIS PROJECT NUMBER FOR APPROVAL c,S /1'AMMON OF NEW TO 3. IF F STRUCTURAL ANALYS SSHSHOWS NEED FOR TOWER REINFORCEMENT, REFER EJ''`��G .. SJ TOWER ELEVATION TO ADDITIONAL DRAWING SET DEDICATED SPECIFICALLY TO TOWER 72 AND ANTENNA REINFORCEMENT FOR THIS SITE. ORIENTATIONS 4. REFER TO STRUCTURAL ANALYSIS FOR REQUIRED PROVISIONS FOR COAXIAL CABLE SUPPORT AND CONFIGURATION. SHEET NUMBER: 5. ALL OTHER CARRIERS'APPURTENANCES MAY NOT BE SHOWN IN ELEVATION. REFER TO STRUCTURAL ANALYSIS. EXISTING ORIENTATION ) 6. TOWER ELEVATION SCHEMATIC ONLY, REFER TO STRUCTURAL ANALYSIS FOR ACTUAL MEMBER CONFIGURATION. 3 SCALE: NTS 'Zit Goodman Networks NOTES 1. THE CROSS SECTOR REDUNDANCY FEATURE(CSRF)SHALL BE IMPLEMENTED ONLY ON TOWER SITES, 5895 WINDWARD PARKWAY, CONTRACTOR TO VERIFY MOST RECENT RF WHERE THE REMOTE RADIOS(RRH/RRU)ARE MOUNTED ON THE TOP OF THE TOWER. CSRF SHALL NOT SUITE 250 DATA SHEET PRIOR TO CONSTRUCTION. BE DEPLOYED ON ROOFTOP SITES, DAS SYSTEMS, OR WHERE THE RRH/RRU IS MOUNTED ON THE ALPHARETTA, GA 30005 GROUND. 2. CSRF SHALL NOT BE DEPLOYED ON TOWER TOP SITES,WHICH HAVE TWO DIFFERENT RADIATION CENTER LINES ACROSS ANY TWO OR MORE SECTORS. 3. CCONO�WITH AT&T MARKET PERSONNEL TO OLILKMINE UPON WHICH LTE WAVE THE CSRF WILL BE } }} 4. THE MAXIMUM JUMPER LENGTH SHOULD NOT EXCEED 35 FEET FOR 700 MHZ AND AWS FREQUENCIES. `••� a!&L ANTENNA/1 ANTENNA 12 ANTENNA 13 (ALPHA) (BETA) (GAMMA) (CONSULT WITH LOCAL MARKET RF FOR ADDITIONAL GUIDANCE.) AT&T MOBILITY 12555 CINGULAR WAY 5. IN THE EVENT TOWER TOP SITES CANNOT MEET THESE IMPLEMENTATION RESTRICTIONS, THE RRHs/RRUs ALPHARETTA, GA 30004 SHALL BE CONNECTED TO THE ANTENNA IN THE TRADITIONAL CONFIGURATION. (E.G. LOW RF HEIGHT ON 700/850 AWS/1900 700/850 AWS/1900 700/850 AWS/1900 A SELF SUPPORT TOWER,WHERE THE DISTANCE BETWEEN SECTORS WOULD REQUIRE EXCESSIVELY LONG JUMPERS BETWEEN ADJACENT SECTORS.) v v v v ■v 6. ALL RE CABLE(JUMPER)LENGTHS SHALL BE WITHIN 9 httl OF EACH OTHER ACROSS ALL SECTORS. + + + I + I + + I FOR EXAMPLE,ALPHA SECTOR'S SHORTEST JUMPER IS 6 FEET IN LENGTH.THEREFORE, GAMMA SECTOR'S — — LONGEST JUMPER CAN BE NO MORE THAN 15 1-ttl LONG (649'=15'). til R u u ,y ,E �L__1 E.1" ,L._,I ,L,i u u 7. FOR SITES WHERE CSRF WILL BE IMPLEMENTED WITH EXISTING LTE EQUIPMENT, EXISTING RF JUMPER Awsolutions LJ U LJ tJ L J M A Y BE REUSED. INSTALLER SHALL MEASURE JUMPERS AND ENSURE LENGTHS COMPLY WITH NOTE 6. i n c a i 0 o r a t n p 300 CROWN OAK CENTRE DRIVE 8. ALL RF CABLE JUMPERS SHALL USE PRE-MADE JUMPERS WITH PRE-INSTALLED CONNECTORS ON BOTH LONGWOOD,FL 32750 ASG 2.0 ENDS. Ta: 407.260.0231 FAX: 407.260.0749 9. AU.RF JUMPERS SHALL BE LDF OR LCF12 JUMPERS FROM APPROVED RF JUMPER CABLE AISG 2.0 MANUFACTURERS (ANDREW AND RFs). DRAWN BY RR I CHECKED BY: EP ASG 2.0 10. RF JUMPER CONNECTORS SHALL BE INSTALLED WITH PROPER TORQUE AND WEATHERPROOFING. ^ ^ ^ ^ ^ I 11. JUMPERS SHALL HAVE RF SWEEP PREFORMED. n n n I—I n I'I 12. ALL FIBER CABLES SHALL BE OF THE SAME LENGTH FROM THE FIBER/DC SURGE PROTECTION BOX TO TX1/RX1 TX2/RX' TX1/RX1 TX2/RX2 TX1/RX1 TX2/RXf THE RRH/RRU.ANY EXCESS FIBER SHOULD BE SPOOLED IN THE FIBER/DC SURGE PROTECTION BOX. RRH #1 AWS RRH RRH #2 AWS RRH RRH 13 AWS RRH 13. JUMPERS SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3 FEET. L J I__I 1__I U 14. THIS DETAIL SHOWS LTE RF JUMPER CONNECTION, ROUTING IS SCHEMATIC ONLY. SEE ANTENNA PLAN IN THIS SET OF DRAWINGS FOR ACTUAL LOCATION OF ANTENNAS AND REMOTE RADIOS. 0 09/03/12 ISSUED FOR CONSTRUCTION A 07/05/12 ISSUED FOR RENEW,_ L. ,...,_„4...„,_ ,....„.„ soixatt\o REV DATE DESCRIPTION ate DEMONSTRATION `r∎S'�\` >�Vpn 5te"- BOX { �CV>va e O * k e 3�a °, ANTENNA PLATFORM U u W \� E� lt" 2Of 7 k 6° tit 1 \'‘.:-,rt,„,:gr::OPTIC FIBER DC CABLE aN ss, HATCH I � '- -• -• ' ff ITION(IF LAW FOR rR ANY V1 UNLESS THEY ARE ACTING UNDER INT DIRECTION 07 A LICENSED PROFESSIONAL ENGINEER 70 ALTER SE ��+E ���L�D H5 OOCUI EOL UNLESS C.OISCON AGREED 10 BY AA saunas AED WITH L �/ WRITING,RE AStl ALTERATION TIO TOR.MODIFICATION ALL THE C NTENTS HE ON. CAPPER T18 REUSE,ALIERA710V OR MODIFICATION OF 118 CONTENTS HERON. MUST B t AY A j�/�!� 5EEf: 410-358 (BASEBAND) POWER ALUM I V N M 1"�LLV��wd PLANT SITE NAME TYBEE NORTH UNIT ' ofl 9, �Ub-valopeso7 2 A ADDRESS: 78 VAN HORN AVENUE, Mr A� psr �iO SAVANNAH, GA 31328 Al SITE TYPE MONOPOLE SHEET TITLE: LTE CSRF JUMPER CONFIGURATION SHEET NUMBER: 1 LIE CROSS SECTOR REDUNDANCY FEATURE (CSRF) JUMPER CONFIGURATION III SCALE: NTS C4 CONCRETE 4.5°MIN. *,Goodman Networks z_ 5895 WINDWARD PARKWAY, MINI PURCELL SUITE (FLX16WS) ALPHARETTA GA 250 30005 PL12x12x1/2 0 0 1 1/2° T 4° j �® 4°0 STD PIPE `� jJ 1 1/2' at&t EE HANGER BRACKETS FOR FIBER —iA�u"_.7l �� ANL f (MOUNT ON SIDE OF H-FRAME 3/8°PLATE AT&T MOBILITY CLOSEST TO WAVEGUIDE , 12555 gNGULAR WAY =1 BRIDGE) \ ALPHARETTA GA 30004 3/16 I 9° L. 4"0 STD. i' O"SQ. 3/16 SCHEDULE 40 1.-- PIPE(TYP.) 0533• — BASE PLATE - \I /WSoILiiiiiIs ` ° I n c o r p o r a t e d �� .° a z 1/2"HAS ROD WITH HILTI 300 CROWN OAK CENTRE DRIVE ��_�\ \\ HR HY150 MAX IXEOXE LONGWOOD,FL 32750 \��///''// /fj`\j\\\/��\//\\'\,//�)7///�\./2''.'//\\)//\\\/f\f\i�\..„*.,./.„, > ADHESNE y TEL:: 407.260.0231 \ \\j \>/` /✓//\/ \//17\.f \\r'/' '\> \\\!`��\\\•„ \`‘. V` �1 DRAWN BY: RR I CHECKED BY: EP FIBER SUPPORT DETAIL CAS REQUIRED) BASE PLATE DETAIL �� � C R�1 c� \ 80���� Pt° \r `,O 'Atx ki, 0 09/03/12 ISSUED FOR CONSTRUCTION A 07 WATER TIGHT ENDCAP 1-9" . REV DATE REVIEW DESCRIPTION 2.-3- 4'0 STD. (TYP.) 1 _ 1'-8' s '4 / MINI PURCELL P1000 UNISTRUT SPACED AS / (FLXI6WS) :'m\ REQUIRED. SECURE TO SUPPORT '',\, PIPE WITH STD. UNISTRUT 1= =_-_ 1 y 4'� I -p.. '01:46 STRUCTURAL PIPE CONNECTORS • E ) j° OR U-BOLTS SIZED PER NEED II 17, W i '',..-sl • ),.., ' I LI 1, r GA. Pi X26213 1 ••° O IT L MOUND OF LAW FOR ANY PERSON UNLESS THEY ARE AC0MG 18°X 18' UNDER 1/ION OF A LICENSED PROFE540Y$L ENGINEER TO ALTER fD i0 TOO.. •"'.UNLESS EXPLICITLY AGREED TO E1 AW SOLUTIONS In FIBER WRTING.AW SOLUTIONS.R.'C.DISCIANAS ALL 10010TY ASSOCIATED WITH JUNCTION BOX I - THE REUSE,ALTERATION OR 0000IFI.Ai100 OF THE 000110T5 HEREM. 1 -- • 1 SITES': 410-358 BASE PLATE Do SITE NAME: TYBEE NORTH . , ! Al. ADDRESS: SAVANNAH, GA 31328E 1 0 CONCRETE PAD FINISHED GRADE , ‘,/°` `� ` o ° /- / `\/�\\/\`•(/\\ „\\...„, \/�/\`�\' \`/\�/\�j\\/ N/7//\\�/✓`\ `f\,/\ f f f`\r/t' SITE TYPE MONOPOLE / / > f // / / `,"1.:'\\;;.\\•„'",`` \ \\/�f�\/ \77\ \/\/°\f�\,/\/\\/�\/\ ,; SHEET TIT1F ;r-/\/,'•// i\f�/\����1/�/�\ii�t \///j/�/ DETAILS ME agg SHEET NUMBER: XXX XXXXXXXXXX Networks �t,Goodman „.,.< 5895 WINDWARD 50AR et NOTES: A1PHAREFTA, GA 30005 1 FOR ROPER GROMMETSNAND FOHANFRS TO CABLE BOU NG FIBER AND DC CABLE BUNDLES. SPECIFICATIONS 2. REFER TO STRUCTURAL ANALYSIS FOR EXACT CABLE ROUTING AND MOUNTING. G1IUTtL DC CABLE BUNDLE AT&T M091UTY FIBER BUNDLE 12555 SINGULAR WAY DOUBLE CAP, PARTS AIpHARE1TA,GA 30004 TH496-90714 HANGER ADAPTER GROMMET, -Nile ROSENBERGER PART# 0X608-HA07011 (OR ._� EQUNALENT) P ANTENNA �dar.t10110� m a t d SNAP-IN HANGER, PROPOSED RRU e o Wo u 300 CROWN OAK CENTRE DStIVE ...----4461, ROSENBERGER PARTS E ���✓✓,J LONG'MD00.FL 32750 114495-0C-78(OR TEL 407.260.D231 EQUNALENT) Ii; I DRAWN RR CKD BY: EQUNALENT) '_ PROPOSED PIPE ADAPTER KIT,VALMONT PARS 0 UBLE C P 81534 OR EQUIVALENT == bp I g �M a Mum SNAP-A__HANG •� FOR CONSTRUCTION Q 09 03 12 ISSUED IIfll TO ANTENNA MOUNTING DETAIL .i__�. _<h-17 QO7 05 12 ISSUED FOR REVIEW SCALE: NTS m DATE DESCRIPTION PROPOSED RRU �, gal) / PROPOSED RAYCAP FIBER&DC �� `� 911111/ DISTRIBUTION UNIT DC INTEGRATED SURGE PROTECOR �_ EXISTING MONOPOLE PROPOSED RRU PIPE r-`- `�� � IkPOUt)N MOUNTS PROVIDED WITH UNIT .,, 17c: 3 -� , ,, OF WY FOR ANY PERSON UNLESS 1KY ARE ACTING MON a A LICENSED PROFESSOR/EL ENGINEER 10 ALTER EARS On■■i,UNLESS EXPLICITLY AGREED 70 RY AM SU'UPEDtti WNi6•IG.PM$CLUigA5.INC.DISCLAIMS ALL IMP,ASSOGIA 1.11.11111..1 iNC REUSC.p(T[Rpi1DN DR NOOIFMAPON DE TIL COMCNfS NLREM. SITE#: 410-358 IN .111111111111. immul -----'-- ��ds� SITE NAME: TYBEE NORTH RAYCAP POLE MOUNT HARDWARE I j C\ ,� tC1G PROVIDED WITH UNIT ���,`��>�$���+����,��� �� ADDRESS. 78 VAN HORN AVENUE, Z 11111111/�� SAVANNAH, GA 31328 y t\40‘11•'' 1�k ° 7\a .\ AsLL WIRIl ,• `0 / 1 y \k'c' c6\k"°'c'' s E CE INCLVD SITE TYPE MONOPOLE At% ^e MUST �E COPPER co- C�\fia SHEET TITLE �� �� ALU I U N M ALLOWED ��AE`s Section 9, sub-s,�ction 9.2�-tA�� Tyt�e Land Development Coos SHEET NUMBER: 6 elLIE RRU PIPE MOUNT DETAIL SCALE:NTS © RAYCAP PIPE MOUNT OEM SCALE: NTS ��4 1/4"-20 HEX BOLT $' rt��� CABLE TO ANTENNA 2 HOLE LUG Goodman Networks BRASS TWO HOLE d a WEATHERPROOFING KIT EQUIPMENT CABINET MECHANICAL CONNECTOR / 5895 WINDWARD PARKWAY, WITH STAINLESS HARDWARE 16 GROUND 1/4°FLAT WASHER %ill GROUNDING O LAMP LE \ SUITE 250 Ille 11.1 �� ALPHARETTA, GA 30005 ./'';/�,, /2/ ////\4//\ 1I,1 poi #2 AWG BARE TINNED \2\ \\/\\,\\f. ":•/\ S6 AWG STRANDED / . _ COPPER WIRE (UNIT ',,,//,/\� COPPER GROUND BOND) CONNECTOR FIBER OPTIC PRIMARY GROUND 1/EXT.TOOTH 4.-0 } } 0 �♦ ( I BAR/METAL ENCLOSURE 1/4"-20 HEX NUT a l&l GROUND RING PARALLEL EXOTHERMIC ` { ` AT&T MOBILITY WELD TO GROUND RING \ 12555 CINGULAR WAY CABLE TO RDS ` COLD SHRINK ALPHARETTA,GA 30004 COAX CABLE GROUND KIT $u. `` / ( 4 GR�It� CONJrNIECTION SCALE: NTS I L I INSTA ATiON NOTES: / 1. SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF TWO EXPOSED THREADS. 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND. ---__- - 2. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF LUG 2. ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. CONTACT. AW'i""'olutions 3. GROUNDING W OUNDING KIT AND WEATHERPROOFING KR SHAM BE TYPE 1, PART S AS 3. APPLY ANTI-OXIDANT COMPOUND TO MATING SURFACE OF LUG AND WIPE 1 GROUND RING CONNECTION DETAIL SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 1 3 1 WEATIHER OFlNG_WEATHER IGHT SEAL CLEAN EXCESS COMPOUND. SCALE: NTS 4. USE SOUD C O P P E R WIRE AND MECHANICAL 2-HOLE LUG FOR ALL EXTERIOR i n c o r p o r a t e d SCALE: NTS GROUNDING. 300 CROWN OAK CENTRE DRIVE LONGW000,FL 32750 ANTENNA PIPE TEL 407.260.0231 MOUNT '_ FAX: 407.260.0749 RAYCAP DC2 IF liii DRAWN BY: RR CHECKED BY EP REQUIRED RRU ANTENNA #2 AWG COPPER , GROUND GREEN J ,- �t.\e kt,C, 1NSULATTD TAP. —8-5�-�.--s�--w—.-6-6��----a G VW aeo"io oer t,�' �° � SECTOR GROUND too°000°oo '� BAR I 1 COAX JUMPER t�? �� �i� cl,,kla 0 09/03/12 ISSUED FOR CONSTRUCTION i �` \k� ,,V1,}G^ R-\\ A 07/05/12 ISSUED FOR REVIEW � c �� '-" 'ttp„i REV DATE DESCRIPTION y Ill COLLECTOR rOe00000 o°I RAYCAP UNIT 5:. '''''' m ¢v. ` ,N GROUND BAR 1 d v r `�' TO GROUND P I , arc �: RING — ,f 44 .,s,, t l I-1 UMTS/LTE GROUNDING SCHEMATIC _ NOT USED - NOT USED 5 SCALE NTS I SCALE:NTS C SCALE NTS )., , FINISHED GRADE,ASPHALT OR RESTORE SURFACE TO MATCH "x �\ CONCRETE PAVING. MATCH SLOPE ORIGINAL CONDITION t. AND THICKNESS OF NEW SURFACE111,..'o_ AU-WIRING, GA. P.E. 526213 \X\ \ \ \\\ \ \ \ \ \�\\\ SERVICE/�/�� INCLUDED IT E A_�FIATION OF LAW FOR ANY PERSON UNLESS TMIY ARE ACTING /// \/ / /,/,/,\j\, UNDISTURBED Rlf [V. uTHIS LNLESSAEXPLICITLLYY AERATE 0 BY AR SOLUTIONS IN R WRIT AW SOLUTIONS.INC.DISCLAIMS AIL LABLITY ASSOCIATED YEAH '\\ \ \i\\% %\\ice\ice\ice\j\\" RIGID STEEL CONDUIT MUST COPPER //////\ \ \ COMPACTED BACKFILL PLUG FOR SPARE RIGID STEEL CONDUIT ,.ELISE.ALTERATION OR MODIFICATION a THE CONTENTS HEREIN 5 -..,/ //< /%\//\�/2*>(SUITABLE ON SITE MATERIAL) COUPLING ;•, v\/\/\\i, /\\/\\/\/` RIGID STEEL CONDUIT - *, A \� / /\\�\�\\� s"WARNING TAPE ABOVE GRADE O N O ALU M I U NM ALLOWED SITES: 410-3 8 ,...,,,/,/i\ \ \/�� / //„ � / /, // t'• � SITE NAME: TYBEE NORTH „\,\, \\ \ Section �� sub-section B 2-A ADDRESS: 78 VAN HORN AVENUE, }�1 [.L CY� �\j\\i APPLICABLE TELCO NOTE \\ / / \ \ \\/\�\�\ SAVANNAH, GA 31328 �i� \ . (REFER ) \i\\i\\i\\, \\i\\,\\ \� Tybee Land Development Code /._ ij.!, AP ELECTRICAL UCABLE (RREFER TO NOTEWHERE 4) ✓/\\\\/\\ \\�\//\/ 6" MIN. /'�/i�/� \ SITE TYPE: MONOPOLE 1 (TYP.) COMPACTED SAND PVC SCHEDULE 40 CONDUIT BELOW GRADE SHEET TITLE: F6-1 UNDERGROUND CONDUR(S) ELECTRIC/TELEPHONE RIGID STEEL CONDU , SCALE: NTS AT ELBOWS GROUNDING SCHEMATIC& 1. PROVIDE SCHEDULE 40 PVC CONDUIT BELOW GRADE EXCEPT AS NOTED BELOW. DETAILS 2. PROVIDE RGS OR SCHEDULE 80 PVC CONDUIT AND ELBOWS AT STUB UP LOCATIONS (i.e. SERVICE POLE, BTS EQUIPMENT,ETC.). RIGID STEEL TO PVC ADAPTER SHEET NUMBER: 3. INSTALL UTILITY PULLBOXES PER NEC. 4. SEPARATION DIMENSION TO BE VERIFIED WiTH LOCAL UTILITY CO. REQUIREMENTS. 5. CONDUiT/TUBING CONTAINING FIBER OPTIC CABUNG TO BE FILLED WiTH GEL TO PREVENT I I 7 UNDERGROUND CONDIff STUB-UP I - NOT USED NOT USED WATER PENETRATION, COMMONLY REFERRED TO AS "ICKY PICK." SCALE NTS SCALE: NTS SCALE Nis Plate Type Baseplate Code Rev. G Date 10/1/2012 °' Pole Diameter 54 in Engineer TMB ico Pole Thickness in Site# 303430 Plate Diameter 69 in Moment 6355.9 k-ft Carrier AT&T c Plate Thickness 2.25 in Axial 47.9 k • Plate Fy 60 ksi R Weld Length 0.3125 in m (I)s Kesistance 4.3:1A k-in Applied 702.65 k-in # 20 Show Thickness 0.75 in • Length 6 in Height 10 in O 0 Chamfer 0 in 0 0 Offset Angle 0 ° 0 Fy 36 ksi 20 0 0 Bolt Circle 63 in (R)adial/(S)quare R O- -o- Diameter 2.25 in 0 O .4 Hole Diameter 2.625 in m° Type A615-75 Fy 75 ksi 0 0 Fu 100 ksi 0 0 (I)s Resistance 259.82 k 0 0 0 Applied 244.40 k # 0 • E Plate Stress Ratio: O 0.48 (Pass) Bolt Stress Ratio: re 0.94 (Pass) # 0 0 0 ca K w A Eng.Number 50117711 July 31,2012 Page 1 of 1 AMERICAN TOWER 3 C O R P O R A T I O N Structural Evaluation ATC Site Number&Name 303430,Tybee Island,GA Carrier Site Number&Name 10133971/410-358,Tybee North Ale Site Location 78 Van Horn Tybee Island,GA 31328-9719,Chatham County ar 32.023739 N/-80.850272 W Tower Description 146 ft EEI Monopole { Basic Wind Speed 130 mph(3-Second Gust) Code ANSI/TIA-222-G/2006 IBC w/Geo a',7" Code Amendments Existing and Reserved Equipment Mount Elev.'(ft) City. Antenna ,~ Mount Type Coax(in) ier 1 TTA ,r 146.0 3 Decibel DB878G105A)c Platform w/Handrails (1(21'1/ prin I 6 Decibel DB8481-19Q40 1 RFS 4901 " (3 8 S ern Comm. 0��E Stand-Off 132.0 3 Ante18CD$� 0 25 Services 12 77" anel 122.0 12 Kathr cala 860-10025 ow P le Platfo 4 T&T Mobility 6 ,' 14"x 9"TTA )3/8 6 ,,drew ETM190G-12UB 91.0 1 ,,fir Antel BC 7 Side Arm (,, . 1 ' orgia Power Co. Proposed Equipment Elevation'(ft) e r i / Mount RAD A ; s ,� 1 'ype , in) Carrier 6 •Ericsson R 11 Profile Platform 0.88 122.0 AT&T Mobility 1 Raycap DC6-48-60-18-8F ° (1)7.5 mm 1 Mount 3,1 r ation is defined as height above bottom of steel stru . bottom of mount,RAD elevation is defined as center of antenna above,'de level(AGL). Air In ,- I proposed coax inside of the pole shaft. The existing and proposed loads listed in the tables above are compared to the tower's current design capacity or previous structural analysis. The tower should be re-evaluated as future loads are added or if actual loads are found different from those listed in the tables. The subject tower and foundation are adequate to support the above stated loads in conformance with specified requirements. C, 'O R G/, Q*'oS TEp * No.PE035216 * PROFESSIONAL A FG ,4 1- r 0V\ 11 ABL/CB 400 Regency Forest Drive • Cary,NC 2751$ • 919.46$.0112 Office • 919.466.5414 Fax • www.americantowel.com .��® Goodman Networks w.. �t Goodmaorks 5895 WINDWARD PARKWAY, SUITE 250 AIPHARETTA,GA 30005 at&t AT&T MOBILITY 12555 CINGULAR WAY ALPHARETTA,GA 30004 EXISTING PROPANE EXISTING H-FRAME TANK x x x -x x xx x x x x x xx x x +\� EXISTING DOUBLE TE x �� AWSolutions EXISTING CONCRETE x ...- I n c o r p o r a t e d PAD 300 CROWN OAK CENTRE DRIVE x LONGWOOD,FL 32750 TEL: 407.260.0231 f r ` Y FAX 407.260.0749 x • EXISTING MONOPOLE (4, '+ DRAWN BY: RR 1 CHECKED BY: EP o / Zx / % �4."V* �r x y y►�..�.�..# EXISTING CI-WNUNK M • :+:ti+�+�.� �/ /a.0 FENCE w/BARBED WIRE x O .40 x / ••.•.4 -a.4 p. / / x 0 SOUTHERN ■ ,,, ••∎∎***, / / LINK BUILDING `1 4:4K 1�3, `_�`, NIEXTEL x / ��*� �.�� A x o 0 09/03/12 ISSUED FOR CONSTRUCTION 0 ii# %% 0 M A 07/05/12 ISSUED FOR REVIEW x / �.�` 4.10 0 x "' REV DATE DESCRIPTION / ,44 EXISTING . 0A0 / �••j GENERATOR ^ %1 :: -� 4...c.nouraw.arawscaraur Al 8'-.,f" ' ;, A X� / X X� ����,.;��s.7.�ti .�� \{ }/ * EXISTING H-FRAME j. ,,< ' --$6. '� P; f�f b / x w Arm• \ - ' � ,-I,4,-• „„/"..,),„/ .~`f EXISTING DOUBLE 4; \ x '/ 3 >'3 GATE x III! i.//EXISTING WAVEGUIOE _ u THE REC qx O A LICENSED PROFESSIONAL ENGINEER b ALTER \"� TH6 U ENT.UNLESS EXPERULY AGREED TO BY AY/SOLUROITS M ,1" MfiRNG. SOLUTIONS,WC.p CLUMS ALL Loam ASSOCIATED MM x TT(REUSE.ALTERAT6N OR NOONMATION OF THE CONTENTS HERM. EXISTING AT&T EQUIPMENT x SITE,: 410-358 PAD (SEE SHEET C2 FOR Ix x x -x x x x x EQUIPMENT LAYOUT SITE NAME TYRE NORTH 5'-2" ADDRESS: 78 VAN HORN AVENUE, - SAVANNAH,GA 31328 28'-0" 53'-6" SITE TYPE MONOPOLE SHEET TITLE: i SITE PLAN SITE PLAN SCALE: 1' = 1O'-0" (11x17) SHEET NUMBER: Cl 4004k1.1111 i 4 -NOTE LEGEND: INSTALL A 12 AWG SOLID BARE TINNED COPPER GROUND CONDUC EIWEEN _it:.Goodman Networks EXISTING SHELTER NEW EQUIPMENT CABINET AND EXISTING EQUIPMENT GROUND RING. .......Nn 3.,.,,,.. EXISTING SHELTER 2. INSTALL A 2 AWG 5OUD BORE TINNED COPPER GROUND CONDUCTOR FROM 1� H-FRAME POST TO EXISTING EQUIPMENT GROUND RING. 3. TELCO CONDUIT FROM EXISTING TELCO ENCLOSURE TO RBS 6601 IN NEW MINI 5895 WINDWARD PARKWAY, ' 4 ' PURCELL SUITE 250 4. POWER CONDUIT FROM EXISTING 200A AC PANEL TO NEW -48V DC POWER PLANT AIPHARETTA, GA 30005 5. POWER CONDUIT FOR DC CONDUCTORS FROM -48V DC POWER PLANT TO RBS 6601 IN NEW MINI PURCELL I 6. (2) NEW DC POWER TRUNKS FROM -48V DC POWER PLANT TO RAYCAP SURGE SUPPRESSOR ON TOWER. © 111 ` VA p 7. (1) NEW FIBER TRUNK FOR 12X PAIR OIL FIBER CABLES FROM RBS 6601 TO _ RAYCAP SURGE SUPPRESSOR ON TOWER. + + { EXISTINT WAVEGUIDE BRIDGE NEW MINI RUM-CABINET 8. ALL NEW CONDUITS TO BE ROUTED UNDERGROUND. `...S a l&l ' ON NEW H-FRAME FOR (1) F 6 'D NEW RBS 6601 LTE DIGITAL ; . AT&T MOBILITY 'I. UNIT 12555 AR WAY .�. � ALPHARELTATTA, GA 30004 —X X – ■+ x—. ...—x—x—:—x-- •�� � A. x x x x�x—x^al—∎4—x—x—x—� X x x—x—..x--x—x— —x—x-31�x^a--a—x—x—x--x 01 1 1■1�1—t-1 3■1■1 1•—t—t—t�t—�t�„t 1—1-1—t-�L—l--l��{ iiii 1 a 4 Q JL S u '° 01 tt011S WLi EXISTING UMTS ]!!! © 4 _ x a e a d III o n a a r p o r a t a u • 300 CROWN OAK CENTRE DRIVE GROUNDING NOTES L(NLGW000,F1 32750 °� O o III A. AU.GROUNDING CONDUCTORS IN CONCRETE OR THROUGH WALL SHALT.BE IN 3/4' TEL 407.260.0231 J PVC CONDUIT.NO METAWC CONDUIT SHALL BE USED FOR GROUNDING FAX 407.260.0749 x ♦� J I a 4 4 `" yy CONDUCTOR SLEEVES.ALL EXPOSED 12 AWG SOLID BARE TINNED COPPER WIRE I I LEADS TO BE PLACED IN LIQUID TIGHT FLEXIBLE NON-METAI.UC CONDUIT(LFNC) DRAWN BY: RR I CHECKED BY: EP I L xy WITH ENDS SEALED WITH SILICONE. 1 ° / ` \ II B. C20UND ALL EXPOSED METALl1C OBJECTS ON PROPOSED AT&T UTIUTI RACK USING ATWO-H(1LE NEMA DRILLED CONNECTOR SUCH AS THOMAS AND BETTS / / \ ii 32207 OR APPROVED EQUAL. l I? / yy C. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING GROUND RING SHALL BE 2 o .. J o AWG SOLID BARE TINNED COPPER UNLESS NOTED OTHERWISE. MAKE ALL GROUND / \ W I I c CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE AND AVOID SHARP BENDS.THE x yy RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8'AND THE INCLUSWE ANGLE I All // // / O4 \\ I I OF ROUTED DOWNWARD TOWARD THEEDBBURIED GOROUNDGRING.CONDUCTORS SHALL BE x ' 1 ! D. ALL BELOW GROUND EXTERNAL CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. �♦ y I ALL EXOTHERMIC WELDS TO BURIED GROUND RING SHALL BE THE PARALLEL-TYPE 0 09/03/12 ISSUED FOR CONSTRUCTION N I EXCEPT FOR THE GROUND RODS WHICH ARE TEE-TYPE EXOTHERMIC WELDS. A 07/05/12 ISSUED FOR REVIEW S y y REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC x ° I I WELDING. USE GALVANIZED SPRAY SUCH AS HOLUB LECTROSOL/15-501. REV DATE DESCRIPTION I v a E WHERE MECHANICAL CONNECTORS(TWO-HOLE OR CLAMP)ARE USED,APPLY A ,. I NEW -48V DC POWER& UBERAL PROTECTIVE COATING OF A CONDUCTIVE ANTI-OXIDE COMPOUND ON ALL ` a,._ '441 •:. v BATTERY CABINET I I CONNECTORS.PROVIDE LOCK WASHERS ON ALL MECHANICAL CONNECTORS USE r' J ff 4i EXIS ING GSM SCPA w 1 as STAINLESS STEEL HARDWARE THROUGHOUT. THOROUGHLY REMOVE ALL PLANT AND r '`/' x '•4 I I CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTORS.REPfdtVT TO ``: ;.. cj I as MATCH EXISTING AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. - a ALL GROUND CONNECTIONS SHAD. BE APPROVED FOR THE TYPES OF METALS il'i 0- ' u X T, / ..a • - ., a �` d. ?, I( BEING ATTACHED TO. �"' � : — y F. THE SUBCONTRACTOR SHALL COORDINATE AS REQUIRED TO HAVE A UTILITY COMPANY REPRESENTATIVE AT THE SITE TO DISCONNECT THE UTIUTY NEUTRAL ;..-77,-,,,,,...., ,,,,,,... I X ` FROM GROUNDING SYSTEM DURING FINAL INSPECTION SO THAT REQUIRED 1ESI1. `, i i o1} '�—:— ON THE GROUND SYSTEM CAN BE PERFORMED.THE SUBCONTRACTOR SHALL 4 ,, :a',' 1'-1° _ 4-3" 11'-8" PROVIDE NOTICE TO THE CONTRACTOR (TW0) DAYS PRIOR TO FINAL TESTING. IF ' f THE SUBCONTRACTOR FAILS TO MAKE IJTIUTY COMPANY REPRESENTATIVE AVAI , x GENERATOR DURING THE FINAL TESTING,THE SUBCONTRACTOR SHALL PAY THE COST FOR AN INTERFACE PANEL INDEPENDENT GROUNDING CONSULTANT TO PERFORM THE GROUND RESISTANCE E1iTULIN oT 17'-0" 1tS1. GROUNDING CONSULTANT SHALL BE SELECTED BY THE CONTRACTOR. IF THE GA. P.E. X26213 UTILITY COMPANY REPRESENTATIVE FAILS TO APPEAR DUE TO NO FAULT OF THE D a A%W OF LAW FOR ANY PERSON LmtESS THEY ARE ACTWO U• •THE. MON OF A LICENSED PROFESSION/0_END!NEER TO ALTER SUBCONTRACTOR,NO PENALTY SHALL APPLY. TN.,..,D,T.LN&ESS MERV AGREED TO ER AW SOLO M w WIYNND.AW SOI.UTRNS,INC.WSCIAN S ALL LUBLNY ASSOCUTEO WIN X G. A RESISTANCE TO GROUND OF(5) OHMS OR LESS IS REQUIRED FOR ALL AT&T THE REUSE.ALTERATION OR MODIFICATION OF THE CONTENTS HEREIN. SITES.THE SUBCONTRACTOR SHOULD RETAIN HIS OWN TESTER AT HIS OWN EXPENSE. IN ADDITION,A THIRD PARTY SHOULD BE HIRED TO OBTAIN MEGGAR AND SITE": SWEEP RESULTS ON ALL SITES INCLUSIVE OF WHAT RESULTS THE SUBCONTRACTOR 410-358 x SUBMITS TO ENSURE PROPER QUALRY CONTROL ON ALL SITES. SCHEDULE FINAL SITE NAME: TYKE NORTH MEGGAR TESTING PROCEDURES, IF THE FINAL GROUNDING RESISTANCE Apps; 78 VAN HORN AVENUE -x x x •x x x—x x x x x—x x x x x x—x x—x x x x x x x—x—X x -x CONTRACTOR.T EXCEEDS 5 (FIVE) OHMS,THE SUBCONTRACTOR SHALL NOTIFY THE SAVANNAH, GA 31328 H. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL I. THE GROUND WIRES SHALL BE STRAIGHT FOR MINIMUM INDUCTANCE AND VOLTAGE EXISTING CHAIN LINK FENCE DROP SINCE CABLE BENDS INCREASE INDUCTANCE.THE MINIMUM REQUIRED BENDING RADIUS IS 8 INCHES WHEN BENDS ARE UNAVOIDABLE. ALL METAL WORK SITE TYPE MONOPOLE WITHIN 10 FEET OF THE GROUND RING SHALL BE DIRECTLY BONDED TO THIS SHEET TITLE GROUND SYSTEM WITHOUT USING SERIES OR DAISY CHAIN CONNECTION ARRANGEMENTS. I. PAINT, ENAMEL LACQUER AND OTHER ELECTRICALLY NON-CONDUCTIVE COATINGS FT 1 PLAN SHALL BE REMOVED FROM THREADS AND SURFACE AREAS WHERE CONNECTIONS EQUIPMENT PLAN ARE MADE TO ENSURE GOOD ELECTRICAL CONTINUITY. SCALE: 3/8' = 1'-0" (11 x 171 K. CONNECTIONS BETWEEN DISSIMILAR METALS SHALL NOT BE MADE UNLESS THE CONDUCTORS ARE SEPARATED BY A SUITABLE MATERIAL THAT IS A PART OF THE SHEET NUMBER: ATTACHMENT ONCE ONLY ATTACHMENT DEVICES LISTED AND APPROVED FOR USE WITH THE SPECIFIC DISSIMILAR METALS MAY BE USED FOR THIS PURPOSE. �� L ALL BELOW GRADE GROUND SYSTEM CONDUCTORS SHALL BE A MINIMUM DEPTH OF 24"(OR 6"BELOW THE FROST LINE, WHICHEVER IS GREATER). M. NO-OX TO BE ADDED UNDER ALL GROUND LUG CONNECTIONS. (5 -,4 , , tGoodman Networks' p Hntw n,l Kn ewindp..,,osl.•r.d. 1 I i. It FXISTING ANTENNAS '_, I I _i $ 5895 WINDWARD PARKWAY, _ SUITE 250 EXISTING ANTENNAS 1 W ALPHARETTA GA 30005 INSTALL NEW RAYCAP SURGE 2 o j ARRESTOR (DC6-48-60-16-8F) C6 cI b ^b cD b _ LOCATED WITHIN 15'-0"OF NI. 'I W ' = D `„� t RRU UNITS. INSTALL NEW RAYCAP SURGE ARRESTOR W t5 ``-��/ at&l NEW&EXISTING AT&T ANTENNAS ■ (DC6-48-60-18-8F) LOCATED WITHIN 15'-0” = O o iTIr111 Or 122'A.G.L. RAD CENTER OF ALL RRU UNITS. ,nA,. EXISTING MONOPOLE AT&T MOBILITY 2 :7.,j/!J!J//J/% �� `!/ lj� 12555 CINGULAR WAY r .C6 ��p �/j�� JV�� ALPWARERA GA 30004 �? � �p1 ,�/,,,� r A - f j� a J 11 i `�/ y TEL: 407.260.0231 ��O q/SnyC G FAX 407.260.0749 G c,, P-• �3 q�,t y NEW LTE RR 1 (1w. 2 PER 3 DRAWN BY: RR I CHECKED BY: EP �S� EXISTING ANTENNA— �� g SECTOR) C6 MOUNT (2) DC POWER TRUNKS R+ (1E FIFOR 1 1 PROPOSED ORIENTATION PLAN TRUNK W/ 12X OIL FIBER CABLES FOR 2 LTE ROUTE PER LATEST STRUCTURAL NTS ANALYSIS. 1. CONTRACTOR SHALL VERIFY ALL INFORMATION SHOWN WITH RF ENGINEER OR CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. 1 09/26/12 REVISED PER COMMENTS (1)SCALF.: 0 09/03/12 ISSUED FOR CONSTRUCTION A 07/05/12 ISSUED FOR RENEW TOWER ANALYSIS REV DATE DESCRIPTION PERFORMED BY OTHERS 714f'1;;;;'''';';:=);\"\\ c.,bo -� ,ggxr ,:. U N u COSTING ANTENNA $ o L-71 cx.L' E. MOUNT r'; - ..r '..:� ea,r�•c-c_. sue:^.. o xx—n—x x T—tE .0 s T ar rxraT x:+n xTWxx�x-,xx �'L°� J �/f�IJJJ .0,4 GA.P.E ,26213 1� ua,�TT ur-x5i fi-u. "x=na oy Ili �g C^ 11: a,. IL .11 ., '�I I ]I I1:=-.. �'1 d� /� IS A + DON Cr LAW FOR MY PERSON KESS TREY ARE ACTING C--' JL JI vim`_ ' CS'y t. .�WENT DBMS EXPLICITLY AGREED IO Dr NI NEER 10S ASO ,H L:.T • �I7-49-511'- *G ' i, , ARNHG.AW SOWDOTI INC.MOANS SAES ENASSOCIATED WITH TI �C9 THE REUSE.AS ERATM VI WOC�'1CAN N OF THE CONTENTS TEREx. `'2a STTEl: 410-358 t l TOWER ELEVATION y u/nJ1" SITE NAME TYBEE NORTH !;•,�! SCALE: y! HJ! ADDRESS: 78 VAN HORN AVENUE, �j�/ / � SAVANNAH, GA 31328 1. THE STRUCTURAL ANALYSIS FOR THIS TOWER WAS PERFORMED BY OTHERS, , o1/ 0 AW SOLUTIONS INC.ACCEPTS NO LIABILITY FOR THE STRUCTURAL CAPACITY ,lJ/ OF THIS TOWER. THE CONTRACTOR SHALL COORDINATE WITH AND COMPLY WITH THE PRONSIONS OF THE STRUCTURAL ANALYSIS PRIOR TO THE INSTALLATION OF ANTENNAS AND COAX ON THIS TOWER. 1.,I. ° SITE TYPE: MONOPOLE 2. REFER TO LATEST STRUCTURAL ANALYSIS PROJECT NUMBER FOR APPROVAL p"L• �Ii7 SHEET TITLE: OF ADDITION NEW TOWER APPURTENANCES. �\#G 4 rs TOWER ELEVATION 3. IF STRUCTURAL ANALYSIS SHOWS NEED FOR TOWER REINFORCEMENT, REFER S 9I yq TO ADDITIONAL DRAWING SET DEDICATED SPECIFICALLY TO TOWER / AND ANTENNA REINFORCEMENT FOR THIS STTE. 4. REFER TO STRUCTURAL ANALYSIS FOR REQUIRED PROVISIONS FOR COAXIAL ORIENTATIONS CABLE SUPPORT AND CONFIGURATION. 5. ALL OTHER CARRIERS'APPURTENANCES MAY NOT BE SHOWN IN ELEVATION. SHEET NUMBER: REFER ELEVATION STRUCTURAL SCHEMATIC MATIC ON. ^ COSTING ORIENTATION C3 6. TOWER ELEVATION SCHEMATIC ONLY,REFER TO STRUCTURAL ANALYSIS FOR I 3 I ACTUAL MEMBER CONFIGURATION. SCALE KS t. Goodman Networks Rua 1. THE CROSS SECTOR REDUNDANCY FEATURE(CSRF)SHALL BE IMPLEMENTED ONLY ON TOWER SITES, 5895 WINDWARD PARKWAY, CONTRACTOR TO VERIFY MOST RECENT RF WHERE THE REMOTE RADIOS(RRH/RRU)ARE MOUNTED ON THE TOP OF THE TOWER. CSRF SHALL NOT SUITE 250 DATA SHEET PRIOR TO CONSTRUCTION. BE DEPLOYED ON ROOFTOP SITES, DAS SYSTEMS, OR WHERE THE RRH/RRU IS MOUNTED ON THE ALPHAREITA,GA 30005 GROUND. 2. CSRF SHALL NOT BE DEPLOYED ON TOWER TOP SITES,WHICH HAVE TWO DIFFERENT RADIATION CENTER UNES ACROSS ANY TWO OR MORE SECTORS. ' 3. CONSULT WITH AT&T MARKET PERSONNEL TO DETERMINE UPON WHICH LTE WAVE THE CSRF WILL BE DEPLOYED. at&t 3 ANTENNA 11 ANTENNA 12 ANTENNA A 4. THE MAXIMUM JUMPER LENGTH SHOULD NOT EXCEED 35 FEET FOR 700 MHZ AND AWS FREQUENCIES. - (ALPHA) (BETA) (GAMMA) (CONSULT WITH LOCAL MARKET RE FOR ADDITIONAL GUIDANCE.) AT&T MOBILITY 12555 CINGULAR WAY 5. IN THE EVENT TOWER TOP SITES CANNOT MEET THESE IMPLEMENTATION RESTRICTIONS, THE RRHs/RRUs ALPHARETTA, GA 30004 SHALL BE CONNECTED TO THE ANTENNA IN THE TRADITIONAL CONFIGURATION. (E.G. LOW RF HEIGHT ON 700/850 AWS/1900 700/850 AWS/1900 700/850 AWS/1900 A SELF SUPPORT TOWER,WHERE THE DISTANCE BETWEEN SECTORS WOULD REQUIRE EXCESSIVELY LONG — — — — — — — — — _, — JUMPERS BETWEEN ADJACENT SECTORS.) 6. All RF CABLE(JUMPER)LENGTHS SHALL BE WITHIN 9 FEET OF EACH OTHER ACROSS ALL SECTORS. + I + I + I + I + I + i FOR EXAMPLE,ALPHA SECTOR'S SHORTEST JUMPER IS 6 FEET IN LENGTH.THEREFORE, GAMMA SECTOR'S — LONGEST JUMPER CAN BE NO MORE THAN 15 FEET LONG(6'+9'=15'). AWSolutions - RET - RET - RET f iL,1 u u ,�._,i ,��1 u u t u u 7. FOR SITES WHERE CSRF WILL BE IMPLEMENTED WITH EXISTING LIE EQUIPMENT, EXISTING RF JUMPER Y lJ LJ u M A Y BE REUSED. INSTLLER SHALL MEASURE JUMPERS MD ENSURE LENGTHS COMPLY WITH NOTE 6. I n c o r p o r a t e d 300 CROWN OAK CENTRE DRIVE 8. ALL RF CABLE JUMPERS SHALL USE PRE-MADE JUMPERS WITH PRE-INSTALLED CONNECTORS ON BOTH LONGWOOD,FL 32750 AISG 2.0 ENDS. TEL: 407.260.0231 FAX: 407.260.0749 9. AU.RF JUMPERS SHALL BE LDF OR LCF12 JUMPERS FROM APPROVED RF JUMPER CABLE AISG 2.0 MANUFACTURERS (ANDREW AND RR). DRAWN BY: RR 1 CHECKED BY: EP MSG 2.0 10. RF JUMPER CONNECTORS SHALL BE INSTALLED WITH PROPER TORQUE AND WEATHERPROOFING. ^ ^ ■ I 11. JUMPERS SHALL HAVE RF SWEEP PREFORMED. n I--1 1"T 1--1 r-1 1 12. ALL FIBER CABLES SHALL BE OF THE SAME LENGTH FROM THE FIBER/DC SURGE PROTECTION BOX TO iX1/RX1 TX2/RX2 TX1/RX1 TX2/RX2 iXt/RX1 TX2/RX2 THE RRH/RRU.ANY EXCESS FIBER SHOULD BE SPOOLED IN THE FIBER/DC SURGE PROTECTION BOX. RRH#t AWS RRH RRH #2 AWS RRH RRH 13 AWS RRH 13. JUMPERS SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3 FEET. tJ ITI U u 14. THIS DETAIL SHOWS LTE RE JUMPER CONNECTION,ROUTING IS SCHEMATIC ONLY. SEE ANTENNA PLAN IN THIS SET OF DRAWINGS FOR ACTUAL LOCATION OF ANTENNAS AND REMOTE RADIOS. 0 09/03/12 ISSUED FOR CONSTRUCTION A 07/05/12 ISSUED FOR REVIEW „ REV DATE DESCRIPTION mill ,,,,,-_.„:._ r_ -- -4a. - --., DEMOONSTRRATION as `, BOX el ``0 u u i q ?§ ANTENNA PLATFORM ?� . =G� '� dt }gip � ` OPTIC FIBER DC CABLE ' Kti• i°° � :".-' HATCH I R i5 TqN OF LAW FOR ANY PEA AN Uh1E55 HEY RC AC U S UNDER THE 5000110W OF A UCENSEO PROFFSSgN�.ENGINEER i0 ALTFR M5 OOCWENC UNfosW E%PUQILY sososo TO BY ONE SOUlo01&W WAITING,AW 501UT10N5,INC.OSCWNS ALL 058150'AS500A1E0 WITH 1!C REUSE.AUERAl10N OR WARFIJSCN OF 1HE CONi5510 HERON. SITE(: 410-358 MAIN POWER (BASEBAND) PLANT SITE NAME: lYBEE NORTH UNIT ADDRESS: 78 VAN HORN AVENUE, SAVANNAH, GA 31328 SITE TYPE MONOPOLE SHEET TIRE: LTE CSRF JUMPER CONFIGURATION SHEET NUMBER: 1 LIE CROSS SECTOR R OUNO NCY FEATURE (MO Jt ER (�K�RRTaN I I SCALE: NTS C4 EDGE .E 4.5'MIN. ,Goodman Networks N.tw"t Knaui.<G....p ND � z 5895 WINDWARD PARKWAY, MINI PURCEU_ \ = SUITE 250 (FU(16WS) \ ALPHARETTA,GA 30005 ---- PL12x12x1/2 0 0 ' CE - - 1 1/2K 4, • Il 4"4 STD PIPE — —Samoa t 1 1/2" at&t xi HANGER BRACKETS FOR FIBER \""""f (MOUNT ON SIDE OF H-FRAME 3/8' PLATE AT&T M081LIf1 MI _ CLOSt5I TO WAVEGUIDE \ 1 12555 gNGULAR WAY I ......m...1 m BRIDGE) AIPHARETDti GA 30004 - 3/16 9" SCHEDULE 40 N l'-0" • ] 3/16 pr PIPE(IYP.) I. 't< 7.....-1 4 BASE PLATE j r Msdutions . . ' 1/2"HAS ROD WHH HILTI I n c u r p o r a i a d '•-% / / / / - HIT HY150 MAX EXPDXY 300 CROWN GWOC CENTRE 32750 �� � . /.\ �� �\ \, `� ADHESIVE TEL: 407.260.0231 � ` /� � / \ FAX: 407.Z6Q.QT49 `/ � DRAWN BY: RR I CHECKED BY: EP D ML`/ FIBER SUPPORT DETAIL (AS REQUIRED) BASE PLATE DETAIL 0 09/03/12 ISSUED FOR CONSTRUCTION WATER TIGHT ENDCAP 1'-9" A 07/05/12 ISSUED FOR RENEW REV DATE DESCRIPTION 2,-3. 4"4 SM. (TYP.) - G ELL PURC � ' ' P1000 UNISTRUT SPACED AS / MINI PURCWS) ' T -I , i REQUIRED. SECURE TO SUPPORT a WITH E` t,, PIPE H STD. UNISTRUT c __ _ . J t STRUCTURAL PIPE CONNECTORS OR U-BOLTS SIZED PER NEED I • +I ' _•+ , ).. i I �`+ �i a I-- GA. P.E. X26213 10 R•-NOLMIO, OF LAW FOR ANY PERSON UNLESS THEY ARE ACTING f$"O X 18" UNDER .",:ON OF A LICENSED PROFESSOR.ENGINEER 10 ALTER IN FIBER M AG.AW SOLUTIONS,INC.DISCLAIMS AGREED TO L O/ASSOCIATED NI SWM JUNCTION BOX I„ 1y THE REUSE,ALTERATION OR YODIFICADON OF THE CONTENTS ECK �TE�: 410-358 BASE PLATE n SITE NAME: TYBEE NORTH r ' '"j N A. ADDRESS. SAVANNAH, GA 31328E . 1 CONgTETE PAD FINISHED GRADE _ /j\\/\ \X \ /\/ / \ \/ \// ,„,,// /\`/\// �\°r/ / \\- SITE TYPE MONOPOLE SHEET TITLE: N>/\ ``/ DETAILS FRONT SIDE SHEET NUMBER: Rxxxx*Dwmx C xxxxxxxxxx C5 NOTES: s;:,_ 1. R2ERT TO JSA DOCUMENTS FOR EXACT CABLE NUMBL J MANUFACTURER SPECIFICATIONS Goodman Networks FOR PROPER GROMMETS AND HANGERS TO SUPPORT THL FIBER AND DC CABLE BUNDLES. *- N.•-,.•Wn•�i•'u•- °• °••a- 2. REFER TO STRUCTURAL ANALYSIS FOR EXACT CABLE ROUTING AND MOUNTING. 5895 WINDWARD PARKWAY, SUITE 250 ALPHARETTA, GA 30005 __ DC CABLE BUNDLE FlBER BUNDLE - s-� r HANGER ADAPTER GROMMET, DOUBLE CLAMP, PARTS _ at&t---\\\ ROSENBERGER PART$ \ TH496-DC114 \ �� CX608 HA07011 (OR \ AT&T MOBILITY •EQUIVALENT) 12555 CINGULAR WAY I ALPHARETTA, GA 30004 SNAP-IN HANGER, ROSENBERGER PARTI ` p Ni PAR TH495-DC-78 (OR !EQUIVALENT) IWSOIUtmns PROPOSED RRU HANGER ADAPTER GROMMET, k U m C o r p o r a t e d 300 CROWN OAK CENTRE DRIVE RO ENBERGER PARTS TEL 407.260.0231 '—` ` CX608-7720 (OR Z--i7 LONGWOCO,FL 32750 EQUIVALENT) �/ j FAX: 407.260.0749 11111 z,E=E4=Em=cm DRAM BY: RR I CHECKED BY; EP PROPOSED PIPE ADAPTER SNAP-IN HANGER DOUBLE CLAMP KIT, VALMONT PART# 81534 OR EQUIVALENT i FIBER TO ANTENNA A MOUNTING OET& o ,p ____ SCALE: NTS m m 0 09 03 12 ISSUED FOR CONSTRUCTION A 07/05/12 ISSUED FOR REVIEW REV DATE DESCRIPTION PROPOSED RRU ■ - I ' w PROPOSED RAYCAP FIBER & DC i°" DISTRIBUTION UNIT WITH tt.. q • EXISTING MONOPOLE INTEGRATED SURGE PROTECOR x 0 "d 20' 2 T !?; PROPOSED RRU PIPE r MOUNTS PROVIDED WITH UNIT I I={ I y.. `;I 4 . POOL •s T X. 13 IT IS A • • OF LAW FOR ANY PERSON UNLESS THEY ARE ACING RAYCAP POLE MOUNT HARDWARE —� PROVIDED WITH UNIT U,••'_NE..'ECT,ON Of A TMANSED PROFESSIONAL ENGINEER TO BASER - THIS P:. S T.SANS. Er.E'OUTLA AGREED TO LB BA AR SCLATED T W9➢Wi,ht SCLSASTO INC.OiSCWAS ALL lLA9LDY ASSOCIATED WITH THE REUSE,ALTERATION OR N.006YgRON OF 1K WANTS KREN. ■I _ 7 SITES: 410-358 SITE NAME: TYBEE NORTH ADDRESS: 78 VAN HORN AVENUE, °' SAVANNAH, GA 31328 T , 7 SITE TYPE: MONOPOLE • SHEET TITLE: DETAILS SHEET NUMBER: RAYCAP PIPE MOUNT DETAIL LTE RRU PIPE MOUNT DETAIL 2 3 CS SCALE: NTS SCALE: NTS • . NOTE USE 7/8" HANGERS FOR THE ;NOTE: SURGE PROTECTION FIBER RUN UP THE TOWER AS NEEDED !SHOULD BE INSTALLED WITHIN LEGEND s 4 USING ROSENBERGER CABLE INSERTS 15' OF EQUIPMENT PER AT&T it GOOCIIIIa 250• Networks PART 1 CX603-HA0711 I GUIDEUNES 1. -48V DC BREAKER PANEL IS "•. .ao....o. .•. USE 1 1/4" HANGERS FOR THE PDC POW ER G BP R 2. RAYCAP FIBER DISTRIBUTION AND DC SURGE 5895 WINDWARD PARKWAY, GR GE TOWER N AS NEE DED SUPPRESSION UNIT(DC6-48-60-18-8F) USING ROSENBERGER CABLE INSERTS © SUDE PART# CX608-HA1720 ALPHARETTA,GA 30005 3. #8 AWG CONDUCTORS 5 4. ROSENBERGER (2) 3-PAIR DC POWER CABLE(18 RET CABLE \ / RET CABLE AWG CONDUCTORS) — — — 0 111 — — — / 5. AWG UC OR )PAR DC POWER CABLE (#12 RRU - -- ������--- --eeFF----��1 AWG CONDUCTORS '. OF 6 �Y� `,,,� } } I ■ I 6. RAYCAP DC SURGE PROTECTOR PART, at&l I/2"COAX JUMPER(TYP.) ( I I I DC6-48-60-O-RM �—� -- _) 1 ' - - - - I O AT&TMOBIUTY 12555 CINGULAR WAY I — — ` — — } I ALPHARET7A,GA 30004 1 I POWER PLANT I ALARM CABLE(FOR - - ALPHA SECTOR ONLY) - - RRU RRU (1) 12 AWG SINGLE PAIR DC POWER I 0 J1SOIUtiODS _ CABLE WITH ERICSSON PROVIDED CONNECTOR ON RRU END - I i O c o r p c r a t e a - I 300 CROWN OAK CENTRE DRIVE (1) 12 AWG SINGIF PAR DC POWER CABLE WITH ® °----. f-------------------- _J LONGWOOD,FL 32750 ERICSSON PROVIDED CONNECTOR ON RRU END ' ', • FAX 407.260.0749 (1) ERICSSON SINGLE PAR FIBER GABLE I f , i (1) ERICSSON SINGLE PAR FIBER CABLE 1 • —I I L L L I II I I I I DRAWN BY: RR I CHECKED BY: EP I (1) 12 AWG SINGLE PAR DC POWER °--- —• • I I (1) I I INTERNAL FUSE PANEL 1 12 AWG SINGLE PAIR DC POWER � j CABLE WITH ERICSSON PROVIDED o----•CABLE WITH ERICSSON PROVIDED I' CONNECTOR ON RRU END ' CONNECTOR ON RRU END �_ -- a a -- _ o----• ■ I I I MINI PURCELL ---- -- - °----pia ------t----I I -- -- ° -------- 1 ----- --- -- 0----6 3-----'—{-- __ NEW RBS 6601 -- : ----------- a a I TO GAMMA SECTOR a a ---_-------- TO BETA SECTOR I I (1) ERICSSON SINGLE PAR FIBER CABLE L _ 3 J 0 09/03/12 ISSUED FOR CONSTRUCTION (1) ERICSSON SINGLE A 07/05/12 ISSUED FOR REVIEW PAR FIBER CABLE REV DATE DESCRIPTION (1) RAYCAP FIBER DISTRIBUTION AND DC ` 4, "' f Al �1-- SURGE SUPPRESSION UNIT PART# 4. 6.'i (1) ROSENBERGER WR-VG86ST-BRD (3) PAIR POWER DC6-48-60-18-81 ON TOWER / aQ CABLE((6) 8AWG TINNED COPPER CONDUCTORS). I I A/ t( I .e,,, 1*2$012 --i- (1) ROSENBERGER WR-VG86ST-BRD (3) PAIR POWER 6 I I 2 DC RISER DIAGRMI I `' CABLE ((6) 8AWG TINNED COPPER CONDUCTORS). I I n SCALE NTS t 441 JI I 200A, 120/240V, 10 PANELBOARD, 5_ G Q, ,� SEE NOTE 3 (2) #6 + (1) /6 NEU. + (1) 18 G IN I ,, r., o r., _ + (1) ROSENBERGER FB-L988-002-XXXXX •a (TYPICAL FOR EACH RECTIFIER) GA P.E 126213 ti I (12) PAIR FIBER TRUNK AA . TION of LAW FOR ANY PERSON UNLESS THEY ARE AC1AA ALARM CABLE TO ALARM o RAYCAP DC SURGE PROTECTOR a- 2P A . DIRECTION or A LICENSED PROFESSIONAL OW ENGKER TO ALTER THIS DOCUMENT.MESS LICENSED AGREED TO BY OW SOLUTIONS RI WRRRNO.AW%TUMNS.INC.DOWNS ALL 1140 LARRY ASSOC/ED INN THE REUSE,ALTERATION OR IODINATION Of THE CONTENTS KKK BLOCK ` PART DC6-a6-60-0-RM 50A 2P -- -- SITES: 41 Q-358 (EXCESS) BOX —__ — I f I fib• T�, MINI .• 2P NEW-48VDC c.I �� 5QA 2p — POWER SUPPLY SITE NAME: TYBEE NORTH (1) 20A DC BREAKER PER RRU AND RECITIFlERS AND DC DISTRIBUTION -- _-—-- (REFER TO DC ADDRESS: 78 VAN HORN AVENUE, PANEL I FIBER TO SIAD 50A 2P RISER DIAGRAM) SAVANNAH, GA 31328 (1) 15A DC BREAKER PER DIGITAL UNIT L -—_-__ _ 50A - RBS 6601 : _._..___.—__ I a MAN BASdEBAND UNIT 40A 1P -- --- SITE TYPE: MONOPOLE II I SHEET TITLE:POWER PLANT _ I BATTERIES I RISER DIAGRAM (1) 8 + (1) 18 NEU. + (1) 8 G IN n NOT USED I SCALE I C SCA NTS I I SCALE: NTS RISER DIAGRAMS L i 1. ANTI-OXIDATION COMPOUND SHALL BE APPUED TO ALL ELECTRICAL CONNECTIONS, PER MANUFACTURER'S INSTRUCTIONS. 2. PANEL AND DISTRIBUTION BOARD IDENTIFICATION: SWITCHBOARDS, PANELBOARDS, SHEET NUMBER: I 1 I OUTDOOR TOWER SITE W/ RRU MOUNTED AT TOP TRANSFORMERS AND DISTRIBUTION SECTIONS SHALL BE IDENTIFIED WITH ENGRAVED,WHITE SCALE. ON BLACK, LAMINATED, RIGID PHENOUC NAMEPLATES WITH 1/4 INCH CHARACTERS, �� SECURELY AFFIXED TO FACE OF CABINET. 3. PROVIDE(1) 50A/2P PER RECTIFIER AND(1) 40A/1P FOR GFCI, BATTERY HEATERS AND AC UGHT. Ili CABLE TO ANTENNA 2 HOLE LUG 20 HEX BOLT Goodman Networks i�/ • Nvlro,k Nnevl.Cp♦.,,Oe Iv ere d. BRASS TWO HOLE WEATHERPROOFING KIT ddd���d iCCC EQUIPMENT CABINET MECHANICAL CONNECTOR / 5895 WINDWARD PARKWAY, STAINLESS HARDWARE #6 GROUND 1 4`FIAT WASHER COAX CABLE SUITE 250 aQ a o 4 a �� GROUNDING CLAMP KIT ,/ ' Ii•ii ILA APHARETTA,GA 30005 AWG BARE TINNE;:- "Z\_D \/,,/,,,-- /\ \/�\\\j�\\,\\`� /6 AWG STRANDED \ COPPER WIRE(UNIT ��/``//\/ COPPER GROUND / . • FIBER OPTIC 1/4 EXT. TOOTH `� BOND) —9 9 9 �+ CONNECTOR ( I E BAR AL ENCLOSURE ® :::: at&1 / AT&T MOBILITY PARALLEL GROUND RING 12555 CINGULAR WAY GROUND RING WELD TO GROUND RING . ALPHARETTA,GA 30004 CABLE TO RDS \ COLD SHRINK COAX CABLE GROUND NT MECHANICAL GROOM) CoI�IECTaN / SCALE NTS © . NTS / INSTALLATION NOTES: NOTES: T. SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF TWO POSED THREADS. 1. DO NOT INSTAL CABLE GROUND KIT AT A BEND. ---.- _- 2. BURNISH MOUNTING SURFACE TO REMOVE PANT IN THE AREA OF LUG 2. ALWAYS ROUN DIRECT AND WEATHERPROOFING DOWN TO GROUND BAR. CONTACT.LAW"---""'sgutions 3. GROUNDING KIT AND WEATHERPROOFING KR SHALL BE TYPE#, PART#AS 3. APPLY ANTI-OXIDANT COMPOUND TO MATING SURFACE OF LUG AND WIPE H GROUND RING CONNECTION DETAIL SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. © ��� CLEAN EXCESS COMPOUND. J S N T S S C E 4. USE SOLID COPPER WIRE AND MECHANICAL 2-HOLE LUG F O R ALL EXTERIOR i n n e r P e r a t e d NTS GROUNDING. 300 CROWN OAK CENTRE DRIVE LONGWOOD,FL 32750 TEL: 407,260.0231 ANTENNA PIPE FAX: 407.260.0749 MOUNT _ RAYCAP DC2 IF I ' DRAWN BY: RR CHECKED BY: EP REQUIRED RRU ' 'ANNA U 12 AWG COPPER i GROUND GREEN �. INSULATED (TAP.) SECTOR GROUND ......... BM COAX JUMPER 0 09/03/12 ISSUED FOR CONSTRUCTION A 07/05/12 ISSUED FOR REVIEW Jr, REV DATE DESCRIPTION s r II ti�ANz I000000000o RAYCAP UNIT /,k e4,/1~' COLLECTOR ,,,,,,,,,, 41 GROUND BAR . „,�� ^+ \ TO GROUND F RING — rpr '11,1 a ' Ft © I ITS/LIE GROWING SCHEMATIC NOT USED NOT USED R s SCALE: NTS SCALE: NTS ❑ SCALE:NTS A' -O=` ■ S, = 44:440' . FINISHED GRADE,ASPHALT OR RESTORE SURFACE TO MATCH a CONCRETE PAVING. MATCH SLOPE ORIGINAL CONDITION AND THICKNESS OF NEW SURFACE .{/ 111W7 tl ��/<i k .-4 . GA. P.E.#26213 ���'�a .& •4111,...■.'41b ft A A.,tax OF LAW FOR Am PERSON 01100 nEr ARE ACTING _ \\\�\\��\\ \�\y�\/� >�\`\ UNDISTURBED RIGID STEEL CONDUIT UNDER w S . o NLEESS c06IXAU5 AGREED 10 BY AB SOLUTIONS 10 �?/N i \ /\/\/\ `+USE.ALTERATION OR MODIFICATION OF THE CONSENTS HEWN. \/ /\\/\\/\\/\\/. COMPACTED B4CKFlLL PLUG FOR SPARE RIGID STEEL CONDUIT SIB : 410-358 \��\�/�\\/�/, j\�\�//\j\ (SUITABLE ON SITE MATERIAL) RIGID STEEL CONDUIT COUPLING /��T /�/ ..{ 6'WARNING TAPE ABOVE GRADE MI // // i� SITE NAME TYBEE NORTH V./ /i RY Y >\/\' TELCO CONDUIT WHERE ' \ \ \ \ \/\/\/\ ADDRESS: 78 VAN HORN AVENUE, I1 II� :l�C \Cj���� APPl1CABLE (REFER TO NOTE 4) \�� \\\/ j\\� \ \\�/ SAVANNAH.GA 31328 I t %j/ APPUGIBLE (REFER TO NOTE�4) `//\\/`\/ % \ \//\/ 6`MIN. /�/ / \ SITE TYPE: MONOPOLE (TAR) COMPACTED SAND PVC SCHEDULE 40 CONDUIT BELOW GRADE SHEET TITLE: 6 FUND COND1Jf(S) ELECTRIC/TELEPHONE , SCALE RIGID STEEL CONDU AT ELBOWS GROUNDING SCHEMATIC 1. PROVIDE SCHEDULE 40 PVC CONDUIT BELOW GRADE EXCEPT AS NOTED BELOW. DETAILS 2. PROVIDE RGS OR SCHEDULE 80 PVC CONDUIT AND ELBOWS AT STUB UP LOCATIONS (i.e. SERVICE POLE, BTS EQUIPMENT, ETC.). RIGID STEEL TO PVC ADAPTER SHEET NUMBER: 3. INSTALL UTILITY PULLBOXES PER NEC. 4. SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY CO. REQUIREMENTS. C8 5. CONDUIT/TUBING CONTAINING FIBER OPTIC CABUNG TO BE FILLED WITH GEL TO PREVENT I J UNDERGROUND CONDUIT STUB-UP I I I I NOT USED NOT USED WATER PENETRATION, COMMONLY REFERRED TO AS 'ICKY PICK.' SCALE: NTS SCALE: NTS SCALE NTS