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HomeMy Public PortalAbout12-0592 AT&T MobilityDATE ISSUED: 11 -7 -2012 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP CITY OF TYBEE ISLAND BUILDING PERMIT CELL TOWER 111 BUTLER AVE AT &T MOBILITY 12555 CINGULAR WAY ALPHARETTA GA 30004 GIBSON TECHNICAL SERVICES 230 MOUNTAIN BROOK COURT 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 PERMIT #: 120592 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: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityofty be e. org CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Location: 111 Butler Ave (410 -013 Tybee Island) NAME ADDRESS PIN # OCT - ^2012 BY: TELEPHONE Owner AT &T Mobility 12555 Cingular Way, Alpharetta, GA 30004 214- 793 -3516 Architect or Engineer Emmanuel Poulin /AWS 300 Crown Oak Center Dr, Longwood, FL 32750 401- 260 -0231 Building Contractor GTS 230 Mountain Brook Ct, Canton, GA 30115 770- 231 -5231 (Check all that apply) ❑ Repair n Residential Renovation ❑ Single Family ❑ Minor Addition n D• uplex ❑ Substantial Addition ❑ Multi- Family Other Alteration ❑ C• ommercial n Footprint Changes [( Discovery Demolition 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 (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: existing tower Remarks: (Enter appropriate number) (4) Masonry (6) Other (please specify) (5) Steel & Masonry existing tower 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 nla Living space (total sq. ft.) nla # Off - street parking spaces n/a Trees located & listed on site plan n/a Access: n/a Driveway n/a Setbacks: Front (ft.) n/a With culvert? Rear n/a n/a With swale? 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 rest raina�.; impaired by this permitted construction. Date: 9/11/2012 Signature of Applicant. Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification Approved rezoning /variance? Street address and number: New 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) NFIP Flood Zone Existing Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager OStItsa Date Z FEES Permit A.00 0 Inspections Water Tap Sewer Stub Aid to Const. TOTAL aOa LEAD -BASED PAINT Adapted from http:// www. epa .gov//ead/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 information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Owners of these rental properties must document compliance with this requirement. EPA's sample pre- renovation disclosure form may be used for this purpose. After April 22, 2010, property owners who perform these projects in pre -1978 rental housing or space rented by child -care facilities must be certified and follow the lead -safe work practices required by EPA's Renovation, Repair and Remodeling rule. To become certified, 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 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 Steps 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 recordkeepinq checklist that EPA has developed to help contractors omply with the renovation recordkeeping requirements. d about how to comply - ith PA's rule in the EPA Small Entity Compliance Guide to Renovate Right. abou to use le •d -sa work practices in EPA's Steps to L ad Safe Renovation, Repair and Painting. Date IFYOU'RE OT EAD-SAFE CERTIFIED, ISTURSING JUST SIX SQUARE FEET COULD COST YOU BIG TIM Signat Printed Name GEORGIA 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. Uri ersi Chris Kinchen Printed Name Date Office Use Only: Project Address: Permit Number: 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/ fiel d_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 Engine Signature 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 m et the City Ordinance requirements. Applicant name: Project I.D.: Attachments approved by: vIVS Date: FROM :GIBSON TECHNICAL SERVICE 2375364 FAX NO : 7703451676 -ep. 07 2012 10:58AM P2 { STATE OF GEORGIA BRIAN P. MAP, Secretary bf State State Licensing Board for Residential /General Contractor Ge • ral Contractor Company LICENSE NO. Gibson Technics: Services 230 Mountain Brook Court Canton GA 30115 Qualifying Agent: Jon Alan Mla x Lin Qualifying Agent License NO: GCQA002460 GCC0002446 EXPIRATION DATE - 06/30/2014 Active 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 yo r responsibility to renew your license before it expires. License renewals may be completed prior to the expiration date a the Board's website or by obtaining a paper renewal from the Board office. Reminder: It is your responsibility to keep your insurance current. P1 : se provide the Board with a copy of your Certificate of Insurance each time your insurance is renewed. The B+ :.rd 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 address online at the board's website at www.sos. a.. ov/ a lb /contract You may contact the Board at: GEORGIA STATE BOARD FOR RESIDENTIAL & GENERAL Cora CTORS 237 COLISEUM DRIVE, MACON, GEORGIA 31217 -3858 478 - 207 -2440 (phone) website: www.sos.ga.gov /plb /contractors/ y change of name or address. You may update your rs/ Gibson Technical Services 230 Mountain Brook Court Canton GA 30115 STATE OF GEORGIA BRIAN P. KEMP, Secretary of State State Licensing Btlard for Residenial /General Contractor General Contractor Company LICENSE NO. GCC0002446 Gibson Technical Se vices 230 Mountain BrookCourt Canton GA 30115 Qualifying Agent: kat Alan Martin Qualifying Agent License NO: GCQA002460 EXPIATION DATE - 06/30/2014 Active w3� A Bell Company HUSSEY, GAY, BELL & DEYOUNG, INC. CONSULTING ENGINEERS November 7, 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 Water Tank 111 Butler Ave Tybee Island, GA Dear Mrs. Schleicher; RECEIVED This letter summarizes the results of HGBD's review of the Permit Submittal for the attachment of new antennas to the existing water tank. The submittal included drawings, dated October 4, 2012 prepared by AW Solutions, Inc, the Application of Building Permit, dated September 11, 2012, the Structural Evaluation dated September 24, 2012, the revised Structural Evaluation dated November 6, 2012 and the Lease Agreement. The Drawings Tl, C1 -C8 and SP1 -SP2 included layout, details, specifications and coatings information. 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 water tank located at 111 Butler Ave. It is our understanding that the tank currently has numerous antennas and other hardware from different companies at this time. Based on our review of the calculations and drawings, 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; v _ Michael Zaitz CC: Steve Wohlfeil John Hastings Chris Kinchen 329 COMMERCIAL DRIVE (31406) • P.O. BOX 14247 • SAVANNAH, GEORGIA31416 -1247 • TELEPHONE 912354.4626 • FACSIMILE 912.354.6754 625 Green Street, N.F. Gainesville, GA 30501 Telephone: 770) 535.1133 Facsimile: 770.535.1 134 474 Wando Park Blvd., Suite 201 (29464) 1219 Assembly Street (29201) PO. Box 1771 P.O. Box 7967 Mt. Pleasant, SC 29465 Columbia, SC 29202 Telephone: 843.849.7500 Telephone: 803.799.0444 Facsimile: 843.849.7502 Facsimile: 803.799.1499 wwwhgbd.com solutions f n c n r p o r a t o i1 300 Crown Oak Centre Dive Longwood FL 32750 tel 407260.0231 fax 407.260.0749 November 6, 2012 Eric Huminski Goodman Networks 5895 Winward Pkwy, Suite 250 Alpharetta, GA 30005 Subject: Structural Analysis of 151 ft Tybee Island Watertank Site: 410 -013 111 Butler Ave, Tybee Island, GA, 31328 Mr. Huminski, Per your request, AW Solutions performed a finite element structural analysis of the 151 ft pedisphere water tank located at the aforementioned address to determine the suitability of the structure to support the addition of AT &T's proposed loading combined with the existing and /or future antennas listed in Table 1. The criteria and the supporting documentation on which this analysis is based on are listed below. Existing loading on the water tank Analysis Criteria: • AWWA D100 -05 / IBC 2006 • Location: Tybee Island • 3 second gust Wind Speed = 150 mph • Radial Ice Thickness = 0.0 in • Exposure D • Gust Factor, G = 0.895 (ASCE 7 -05) • Structure Classification = 111 • Importance Factor, 1=1.15 • Topographic Factor, Kt = 1.0 • Material Class: 2 Supporting Documentation: • BSC drawings (# 3313 -98) dated 11/9/98 • AWS site visit performed on 7/26/12 All structural components of the structure and its foundation are within allowable capacity. Consequently, AW Solutions believes that the antenna configuration modification proposed by AT &T will not affect the integrity of the pedisphere located at the address aforementioned. The results of this analysis are presented in Table 2. AW Solutions is extreu-- - . • o support Goodman and AT &T in their infrastructure development. If you have any question, contac 40 .60 -0231. Emmanuel Po Vice President .13 11/6/12 AWSalutions, Inc. METHODOLOGY Page 2 of 3 The load increase generated by the telecommunication appurtenances on this tower was evaluated under (2) loading scenarios. The impact on the superstructure was studied under extreme full forces when the tank is full and the foundation reactions were evaluated under extreme wind conditions when the tank is completely drained. A finite element model of the structure was built using shell elements to determine the stresses in the steel plates of the water tank. The plate reactions were then compared to the allowable stresses at every sections of the shaft supporting the tank. TABLES TABLE 1 - CURRENT ANALYSIS LOADING Elevation (ft) Antennas Mounts Coaxial Transmission Cablesm Qty Type Qty Type Qty Dia. (in.) 154 3 Proposed Kathrein 80010764 1 Existing Coral 18 1 1 5/8 5/16 3 Existing Celwave AXE196515 -52T2 3 Existing Kathrein 742215 6 Existing TMAAndrew ETM190G -12UB 1 Existing 20ft Dipole Antenna 1 1/4 1 Existing Camera 9 3/8 1 5/8 135 3 Existing 6ft Panel Antenna 3 Pipe Mount 6 1 5/8 1 5/16 103 - - 2 Empty Pipe Mount - - (1) All lines are routed inside the structure TABLE 2 - TOWER RESULTS Section No. Elevation ft Size Plate Stress ksi % Capacity Pass Fail L1 111.79 - 119.80 12.63 x0.625 10.67 46 Pass L2 103.99- 111.79 8.00 x0.500 13.73 59 Pass L3 96.19- 103.99 8.00 x0.500 14.46 63 Pass L4 88.39 -96.19 8.00 x0.563 14.46 62 Pass L5 80.59 -88.39 8.00 x0.563 15.57 67 Pass L6 72.78 -80.59 8.00 x0.594 16.38 70 Pass L7 64.98 -72.78 8.00 x0.656 16.05 69 Pass L8 57.18 -64.98 8.00 x0.688 16.98 73 Pass L9 49.38 -57.18 8.00 x0.719 17.23 74 Pass L10 41.58 -49.38 8.00 x0.781 17.73 76 Pass L11 33.77 -41.58 8.00 x0.813 18.06 77 Pass L12 25.97 -33.77 8.00 x0.875 18.95 81 Pass L13 18.17 -25.97 8.00 x0.938 18.91 81 Pass L14 14.94 -18.17 8.00 x0.938 17.66 75 Pass L15 10.33 -14.94 9.19 x0.938 16.09 69 Pass L16 7.11 -10.33 12.19 x0.781 13.75 59 Pass L17 4.74 -7.11 15.33 x0.563 15.16 67 Pass L18 2.37 -4.74 17.98 x0.563 12.02 53 Pass L19 0 -2.37 20.63x0.563 9.83 44 Pass Anchor Bolts 0 (20) 2.25" Dia. X 22' -4" B.C. n/a 100 Pass AWSolutions, Inc. Page 3 of 3 The foundation of this structure is composed of a circular grade beam that encloses (22) 14" augered piles embedded 65ft in the soil. The maximum axial reactions observed in the pedisphere model at the base is 157 kips. Each of the (22) piles of the structure was designed for an allowable axial force of 80 tons (160 kips). Consequently, the reactions of the structure are within the design load of foundation and are deemed acceptable. LLMJ ? J LL . 4. FOUNDATIONS ARE DESIGNED FOR 80 TON I4'O AUGER -CAST PILES CMINIMUM FACTOR OF SAFETY = 2.0 PER AWWA) w/ A TIP DEPTH [IF 65 FEET. ASSUMPTIONS The conclusions and recommendations in this report are based on the following assumptions: • All structural members of the water tank and mount are assumed free of deficiencies. • The structure has been designed under the seismic provisions equivalent to the ones contained in ANSI /AWWA D100 -96 • The structure is plumb and its condition is essentially as erected as depicted in the tower drawings issued by Brown Steel Company on November 9, 1998. • No future loading was considered in this evaluation. If any of these assumptions are not valid or have been made in error, this analysis may be affected, and AW Solutions, Inc. should be allowed to review any new information to determine its effect on the structural integrity of the tower. 1 00 a r r 11 1 n tl Project: GOODMAN AT &T Site: 410 -013 ANALYSIS CALCULATIONS ON PEDISPHERE WATER TANK Designed By: BB Date: SEPT 12 Checked by : EP THE WIND FORCES APPLIED ON THE STRUCTURE UNDER THE WORST CLIMATIC CONDITIONS WERE CALCULATED. THE EFFECTS OF THE TELECOMMUNICATION APPURTENANCES ARE THEN OBSERVED WITHIN THE MOST CRITICAL LOADINGS: • EMPTY TANK UNDER FULL WIND FORCES • FULL TANK UNDER SEISMIC FORCES 1.0 DETERMINE WIND LOAD ON TANK: 1.1 TANK PARAMETERS: These parameters are based on field measurements and visual evaluation. Htop Hbell= dtank= Htank Nant Water tank height Bell height Tank diameter Tank height Number of antennas Hshaft= d shaft= d base Ra= n cam= C") shaft height shaft diameter Foundation diameter Foundation radius Number of coax 0 tor-( Ht0 := 151•ft Htank := 34.5ft Hshaft := 98.666ft Hbell := 18.75ft ncoax := 48 ta,-< Sha2 t " sha r t — — � base dtank := 34.5ft dshaft := 8•ft dbase := 22.8333•ft Nant := 15 ((3) SECTORS W/ each (2) antennas) 1.2 WIND LOADS: THE FOLLOWING CALCULATIONS ARE PERFORMED PERANSI /AWWA D100 -05. Pw Wind pressure (Ibf /ft2) (EQ 3 -1) V= Basic wind speed (Figure 1) (2006 IBC) Cd= Force Coefficient (Shape dependent Table 2) FW= Wind force on water tank KZ Velocity pressure exposure coefficient (Table 3) G= Gust Factor (ASCE 7 -05) 1= Importance factor (1.15) V:= 150mph Cf :_ Htank Z := Htop — 2 2 \1.0, G := 0.895 I := 1.15 133.75 ft z 700.ft �a .= 11.5 WV Mgvc Z�tx KZ:= 2.01 — Zg/ qZ := 0.00256•KZ•I• V • psf mph2 P,,, := max[(gZ G) , 30•psf] K2 = 1.51 qZ = 99.84•psf Pw = 89•psf F P 0.50. �rr • dr'i` tank — 0 ft + 0• ft• d .1.05 wtank •= w' 2 2 tank (elipsoid part) (rectangular part) (Cf =0.50 for double curvature) Fshaft Pw'Cf'dshaft'(Hshaft) (5% additional for misc. attachment on the tank) Hbell Fbell Pw'Cf'(dbase + dshaft) 2 Fvent = Pw•Cfl•(43• in. 26•in+ 18• in. 24•in+ 32• in. 3.5-in) F,,„k = 44 kip Fshaft = 42 kip Fbell = 15.kip Fvent = 0.62 kip (force on tank) (force on shaft) Fwtotal Fwtank + Fshaft + Fbell + Fvent Fwtotal = 102• kip (force on bell) (total lateral wind force) 1.3 WIND ON TELECOMMUNICATION ANTENNAS AND APPURTENANCES: 1.3.1 APPURTENANCE PARAMETERS: ICE := 0.0•in P= Weight of antenna h= Front height of antenna w= Front width of antenna d= Depth of antenna A= Transverse area of antenna ICE= Radial ice thickness PJCE= Density of ice PIcE 57•pcf 1.3.2 1ST ANTENNA SET ((9) EXISTING Andrew TMBXX - 6517 -R2M ANTENNAS): (Most critical antenna in set - includes all panel antennas mounted on the corral) ddish := Oin + 2•ICE ■:= 9 hang= 84-in + 2•ICE Want 12.0•in + 2.ICE dam := 6.5•in+ 2•ICE Pant 44.4•lbf Wdish 0•in Pdish := 0•1bf 2 ddish •� A l fans want pant + 4 Alsant dant' hant + ddish•wdish + Apipe Apipe := 8• ft. 2.375 in Pn; .:= 3.65•plf•8•ft Amount := 23.5•ft2 (corral) Pmount 2000•lbf A l fans = 7 ft 2 Alsant= 5.37ft2 1.3.2.1 DETERMINE WIND FORCE APPLIED ON ANTENNAS: Flant:= [Alfant 0 + 3 •(Alsantcos(30•deg) + Alfant'cos(60•deg)) (APPURTENANCE PARTLY SHIELDED) Fconal = Amount•Pw•Cf2 2Nant Flcoax 2 Dcoax•0•Pw•CfI (Coax inside) M 1 ant := F 1 ant Radi + F 1 coax. Radt + Fcona]• Radt W1 ant Nant (Pant + Pdish + 2Ptma + Ppipe) + Wcoax• Radl • 25 Nant• Pw• Cf2 Rad1 := 154-ft Ptma 25.1bf Dcoax in Wcoax Wcoax .29•plf Fl ant = 4372.1bf Fconal = 2100 lbf Flcoax = 0 Mlant = 997•kip•ft W1 ant = 2229•1bf 1.3.3 2ND ANTENNA SET ((1) Unknown 20' 4 Element Dipole ANTENNAS) : ham;= 240.0•in + 2•ICE := 3.0in +2ICE := 3.0in +2ICE Pte:= 50.1bf = Oin + 2•ICE Ate^= 8.ft•2.375•in N := 1 ':= 3.65•plf 8 -ft Rad2 := 154-ft ^P:= 0.1bf 2 ddish 'It A2fant = Want hant + 4 + Afmount A2sant danthant + ddish'6•in + Apipe + Asmount Afmount 0•ft 2 := 0.1bf A2fant = 5 ft 2 A2sant = 6.58 ft2 1.3.3.1 DETERMINE WIND FORCE APPLIED ON ANTENNAS: F2ant (A2sant)Nant Pw'Cft (APPURTENANCE PARTLY SHIELDED) Nant F2coax 2 2•Dcoax•0•Pw'Cfl (Coax inside) Rad2 M2ant = F2antRad2 + F2coax' 2 W2ant Nant (Pant Pdish + Pdap Ppipe + Pmount + Wcoax Rad2 1) (coax) 1.3.4 3RD ANTENNA SET ((3) Unknown Antennas ANTENNA): Asmount 0•ft 2 Pdap := 0.1bf F2ant = 353.1bf F2coax = 0 M2ant= 54.kip.ft W2ant = 124.1bf := 72.0•in + 2•ICE = Oin + 2•ICE N := 3 = 8•ft•2.375•in := 12.0 in+ 2 ICE Np= 3.65•plf•8•ft Rad3 := 135 ft moNike— am:= 3.0•in + 2•ICE 2 2 Pte:= 50.1bf APB= 0.1bf Nom= 0 ft A ;= 0 ft Pte= 0lbf 0•lbf 2 ddish • TT A3fant Want pant + 4 + Afmount A3sant = danthant + ddish•6'in + Apipe + Asmount A3fant = 6 ft 2 A3sant = 3.08 ft2 1.3.4.1 DETERMINE WIND FORCE APPLIED ON ANTENNAS: F3ant [A3fant S 0 + 3 •(A3sant cos(30•deg) + A3fant•cos(60•deg))JNant'Pw'Cft (APPURTENANCE PARTLY SHIELDED) Nant — F3coax 2 2 Dcoax•0•Pw•Cft (50% SHIELDED) Rad3 M3ant F3ant•Rad3 + F3coax• 2 W3ant Nant (Pant + Pdish + Ptma + Ppipe + Pmount + Wcoax.Rad3.2) (coax) F3ant = 608.1bf F3coax = 0 M3ant = 82'kip•ft W3ant = 472.5•lbf 1.3.5 4TH CARRIER ((2) Empty Mounts): ham:= 0•in + 2•ICE = Oin + 2•ICE zok:= 0•in + 2•ICE dam:= 0•in + 2•ICE := 0•lbf := 0•lbf P,= 0•lbf 2 ddish • �T A4fant want pant + 4 + Afmount A4sant danthant + ddish.6'in + Apipe + Asmount 6 ft 2.375 •in := 2 ? ;= 3.65•plf•6•ft Rad4:= 103 ft koA:= 0•ft2 AMA:= 0•ft2 := 200 1bf ANgiWitly A4fant = 0 A4sant = 1.19 ft2 1.3.5.1 DETERMINE WIND FORCE APPLIED ON ANTENNAS: F4ant [A4rant 0 + 3 • A4sant cos(30 deg) +A4fant cos(60 deg))JNantP Cf2 F4ant = 122.53•lbf (APPURTENANCE PARTLY SHIELDED) N F4coax 2nt•2•Dcoax'Rad4•Pµ •Cf•0 (SHIELDED) F4 coax = 0 Rad4 M4ant F4ant-Rad4 + F4coax' 2 M4ant = 12.62•kip•ft W4ant Nant(Pant + Pdish + Ptma + Ppipe + Pmount + Wcoax'Rad4) W4ant = 503.54.1bf (coax) Mtelecom := Mlant + M2ant + M3ant + M4ant Mtelecom = 1146•kip•ft Fwtelecom Flant + F2ant + F3 ant + F4ant Fwtelecom = 5.46•kip +Flcoax + F2coax + F3 coax + F4coax Wtelecom = Wl ant + W2ant + W3ant + W4ant Wtelecom = 3.33•kip Flant + Flcoax + F2ant + F2coax + F3ant + Flcoax + F4ant + F4coax Fwtotal Fwtank telecom Fwtotal + Fwtelecom %G = 5.334.% THE LATERAL FORCE INCREASE ON THE TOWER DUE TO ALL TELECOMMUNICATION APPURTENANCES IS ABOUT 5 %. Fwtank telecom = 108 -kip 2.0 DETERMINE GRAVITY LOADS: 2.1 WATER TANK WEIGHT: Psteel 490•pcf pµ, := 62.4•pcf The thicknesses of the tank members are measured or assumed as follows: ttank 6 in tbell 0.8•in tshaft = 0.717•in (average) Wtank ttank• / dta„k 1.6075 / dtank\ 1.6075 2 4.7r + 0• ft- dtank•7r 2 + 2• surface area of tank Hbell Wbell 7T•(dbase + dshaft)' 2 tbell•Psteel Wshaft 7' dshaft'Hbell'tshaft Psteel Wwater 150500.ga1.pw Wtotal Wbell + Wtank + Wshaft + Wwater / dtank1.6075 / 14tank — 0'11 \ 1.6075 2 3 2 i (150 MG + Dead storage in riser) 2.2 TELECOMMUNICATION APPURTENANCE WEIGHT: Wtelecom = 3.33 • kip Wtelecom Wtotal %C, = 0.2472 • % 1.6075 Wbel] = 30•kip Wshaft = 14-kip • Psteel Wwater = 1255•kip Wtotal = 1347-kip THE WEIGHT INCREASE ON THE TOWER DUE TO THE TELECOMMUNICATION APPURTENANCES IS LESS THAN 1 %. Wtank = 48• kip Project: GOODMAN AT &T GEORGIA Site: 410 -013 GUST EFFECT FACTOR (ASCE7 -05) DESIGN FOR 151' STEEL PEDISPHERE WT 1.0 TANK PARAMETERS: P= Weight of tank H= Height of tank Dt= Diameter of tank shaft at top Db= Diameter of tank shaft at base M= Mass of tank t= AverageThickness of tank shaft n= Natural Frequency D= Average Diameter of tank shaft Vm = material volume in in ODtaper := 0.0•— IDtaper := 0.0•— ft ft H := 118•ft nvv Db := 96•in t := 0.7019 .in Dt + Db D Dt:= 96.0•in D = 96• in 2 l )2J A D2 — (D — 2 t A = 1.459ft2 ^^`^ 4 Vm:= A•H Vm= 172.198ft3 p := 49&pcf Vm p 627381bf ft M:= + M= 147115.21b g= 32.174 2 g g 2 s (tank, refer to WT drawings) I '71134 — (D — 2•t)41 I = 238567.573.n 4 n 64 Equivalent of stiffness: Ec := 29000•ksi Keg .— 3•Ec•I H3 1.1 DETERMINE NATURAL FREQUENCY: - Mass per unit height: - Natural frequency: M m := — H �(Kegl 1 "" n =4.38— M s 2.0 DETERMINE GUST FACTROR : Flexible or Dynamically Sensitive Structures (6.5.8.2 ASCE 7-05) p= Damping ratio, percent of critical H, D, L z= the equivalent height of the structure V= Basic wind 3 -sec gusted speed (on figure 6 -1) in combination with the local county requirements (county wind boundary map) b an a constants from table 6 -2 G= Gust effect factor (Sect 6.5.8). Vz= Hourly wind speed (ft/sec) at hight z V := 150mph a :_ — 2 z := 0.6•H b := 0.80 1 : := 650•ft e := —1 1 iwv 11.5 ^^' "' 8 Vz := b • V Vz = 200.987 ft 33•ft s LZ N1 := n•- Vz N1 = 15.584 7.47•N1 5 (1 + 10.3•N1)3 Rh: = — — 1 —e 1 1 2 C - 2.110 111 2.11 Rb :_ RL :_ 1 - 1 112 2.1122 1 1 113 2.,132 C-e -2121 C- 2'1131 1 -e / RESONANT RESPONSE FACTOR: R :_ R •R „•Rh•Rb•(0.53 + 0.47.RL) R = 0.129 X11 := 4.6.n .—H Vz LZ : 1. n•B 112 := 4.6• (Vz) 113 := 15.4• n•L (Vz) 33 ft, table 6 -2 for Exposure "D” Lz = 715.078 ft rlt =11.8 >0 B: =D L =D 112 = 0.802 113 = 2.685 (3:= 0.05 = damping ratio perAWWA 3.1.4: IZ := c• 1 (33•ft\ 6 z IZ = 0.132 c = 0.15 table 6 -2 for Exposure "D" mA THE BACKGROUND RESPONSE FACTOR: Q 1 1 + 0.63. Q = 0.909 (B + H "0.63 Lz / GUST EFFECT FACTOR: gq := 3.4 g, := 3.4 gr:= j2.1n[3600.(n.sec)] + I-. + 2 .R2, Gf:= 0.925• 1 + 1.7•gvIZ Gf = 0.895 0.577 J2.1n[3600•(n• sec)] Solution. Envelope WATER TANK MODEL SK -3 Nov 2, 2012 at 4:46 PM 410 -013 - Full model.r3d Results for LC 15, DL +WLX Plate Von Mises Hot 17 13.6 116 11 9 10 2 102 8.5 , r 6.8 5.1 34 a7 Max. stress observed under load case 15 - DL +WLX Each support corresponds to (1) anchor bolt SK - 14 Nov 2, 2012 at 5 :39 PM DEFLECTED SHAPE - LC15 (X40) 410 -013 - Full model.r3d Solution: Envelope %;/ TANK THICKNESS SK -1 Nov 2, 2012 at 4:43 PM 410 -013 - Full model.r3d Solution: Envelope [ fi ; - SHAFT THICKNESS SK -2 Nov 2, 2012 at 4:44 PM 410-013 - Full model.r3d -5k Loads: BLC 3, DL - TELECOM Solution: Envelope TELECOM DEAD LOAD SK -5 Nov 2, 2012 at 4:47 PM 410 -013 - Full model.r3d Loads: BLC 2, DL -WATER Solution: Envelope WATER LOAD SK -4 Nov 2, 2012 at 4:47 PM 410 -013 - Full model.r3d X Y Concentrated forces adjusted for pressure of 1 psf 4372 +2100 =6272 Ibs 6472 Ibs/89 =72 Ibs 608Ibs/89/3 =2.27 Ibs Loads: BLC 11, WL - WX Equip, Solution: Envelope WX TELECOM WIND LOAD SK - 10 Nov 2, 2012 at 5:20 PM 410 -013 - Full model.r3d .002k Loads: BLC 12, WL - WY Equip. Solution: Envelope WY TELECOM WIND LOAD SK - 11 Nov 2, 2012 at 5:20 PM 410 -013 - Full model.r3d Distributed forces adjusted for pressure of 1 psf Cf =0.5 for tank 0 25ks1. 0 71ksf Loads: BLC 9, WL - WX Solution: Envelope ! 1, 004937ksf IF OQ05689ksi WX WIND LOAD ON TANK (1 PSF) SK -6 Nov 2, 2012 at 5:16 PM 410 -013 - Full model.r3d Loads: BLC 9, WL - WX Solution: Envelope 06 'Ikst 7 . 'oO z4 'sk. f 000463 #R t` 00566Akif OOD5669k{Sf I 000568 .sf 90056bfksf .00056BEksf .000588£10 0005685 kif 0005689krsf Q0056B6ks1 I 00056BfIksf 00056BJIIk$f QOD5689ksf 000666 I sf QOO56BikSf 0005680ksf Cif I0_D05215k5f 0005215 csf 0005215 cif 000Zjkir Op0l215k¢f Oc 05215K51 IQpd21s if .obd52164.f .Ob05215 cif .094 215 I OD0E215kif 0 215 cif ! 00p5215 c$9 III'- o*215' 111111c00444kt •009,4445k f 0004445 f 0004445 t II 0004 14 1 0D04445k$t 0 OO4444 ∎od3613ks T. 0 0 6iAksf it I • 0Q32d5kf 'l,_'; i / c003$68ks f 003268k268 1 • Distributed forces adjusted for pressure of 1 psf Cf =0.6 for shaft WX WIND LOAD ON SHAFT (1 PSF) SK -8 Nov 2, 2012 at 5:18 PM 410 -013 - Full model.r3d Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:08 PM Checked By: Basic Load Cases BLC Description Cateoo v 1 DL - Self Weight DL I DL -1 1 2 DL -WATER OL1 1 2 LL 3 I DL - TELECOM DL 1 7 4 DL - Grating DL 3 SL SLI 1 5 DL - Handrail DL 6' LL - Platform LL WLX 89 7 LL - Snow LL 5 WLY Total 8 THERMAL TL WLY 9 WL - WX WLX 6 ELX Total 650 10 WL - WY WLY 650 11 WL - WX Equip. WLX 7 ELY Total I 7 ELY 1 12 WL - WY Equip. WLY 7 13 EL - EX ELX .025 Y L1 1 2 1 14 EL - EY ELY .025 15 1 EL - EX Equip. ELX L1 11 I L2 1 TL 16 EL - EY Equip. ELY 10 DL +LL -TL Load Combinations WIND PRESSURE Description Sol...PDelta SR... BLC Factor BLC Fa or BLC F 1 DL Total I I DL 1 1 2 LL LL 1 3 SL SLI 1 4 WLX Total WLX 89 5 WLY Total WLY 6 ELX Total ELX 1 7 ELY Total I ELY 1 8 DL Yes Y L1 1 2 1 9 DL +LL +TL I Y L1 11 I L2 1 TL 10 DL +LL -TL Y L1 1 L2 1 TL 11 DL +SL Y L1 1 SLI 1 12 DL -SL Y L1 1 SL -1 13 DL +0.75LL +0.75TL +0.. Y L1 1 L2 .75 TL , I SL .75 I 14 DL +0.75LL -0.75TL +0... Y L1 1 L2 .75 TL SL .75 15 DL +WLX Yes Y L1 1 L41 1 2 I 1 16 DL -WLX Yes Y L1 1 L4 -1 2 1 17 DL +WLY Yes Y I L1 1 L5 11 2 1 I 18 DL -WLY Yes Y L1 1 L5 -1 2 1 19 I DL +0.7ELX ! Y 1 L1 1 ELX .7 20 I DL- 0.7ELX Y L1 1 ELX -.7 21 DL +0.7ELY Y I L1 1 ELY .7 22 DL- 0.7ELY Y L1 ` 1 ELY -.7 23 DL +0.75WLX +0.75LL...IYes Y L1 1 L4 .75 L2 .75 L SL .75 2 1 I 24 ,DL- 0.75WLX +0.75LL +..Yes Y L1 1 L4 -.75 L2 .75 SL .75 2 1 25 DL+0.75WLY+0.75LL... Yes Y L1 1 L5 I .75 L21 .75 SL .75 ! 2 1 26 DL- 0.75WLY +0.75LL +..Yes Y L1 1 L5 -.75 L2 .75 SL .75 2 1 27 DL +0.75(0.7ELX) +0.7... Y L1 1 ELX .525 L2 .75 I 28 DL- 0.75(0.7ELX) +0.7... Y L1 1 ELX - .525 L2 .75 29 DL +0.75(0.7ELY) +0.7.. I Y L1 1 ELY1.525 L2 .75 30 DL- 0.75(0.7ELY) +0.7... Y L1 1 ELY -.525 L2 .75 31 DL +WLX (NO WATER) YesI Y I L1 11 L4 11 I 32 DL -WLX (NO WATER) Yes Y L1 1 L4 -1 33 DL +WLY (NO WATER) Yes! Y L1 1 L5 ! 1 I 34 DL -WLY (NO WATER) Yes Y L1 1 L5 -1 35 I 0.6DL +0.7ELX ! Y L1 .6 El-XI .7 36 0.6DL- 0.7ELX Y L1 .6 ELX -,7 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEER NG \410 -013 - Full model.r3d] LOAD CASES FOR UPLIFT ON A n1C'Ur\in0 Page 1 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:08 PM Checked By: Load Combinations (Continued) Description Sol.. PDelta SR... BLC Factor BLC Factor BLC Factor BLC Factor BL 37 0.6DL +0.7ELY Y L1 .6 ELY' .7 38 0.6DL- 0.7ELY Y L1 .6 ELY ...7 39 (a) DL +0.7ELX Y Y L1 L1 1 1 ELX ELX 1.3 -1.3 40 (a) DL- 0.7ELX 41 (a) DL +0.7ELY Y L1 1 ELY 1.3 42 (a) DL- 0.7ELY Y L1 1 ELY -1.3 43 (a) DL +0.75(0.7ELX) +.. Y L1 1 ELX .975 -.975 L2 L2 .75 .75 .■ 44 [(a) DL -0.75(0.7ELX) +... Y L1 1 ELX 45 (a) DL +0.75(0.7ELY) +.. Y L1 1 ELY .975 L2 .75 ■ 46 (a) DL -0.75(0.7ELY) +,., Y L1 1 ELY -.975 L2 .75 47 (aa) 0.6DL +0.7ELX Y L1 .6 'ELX 1.3 -1.3 48 (a) 0.6DL- 0.7ELX Y L1 .6 -1ELX 49 (a) 0.6DL +0.7ELY Y L1 .6 ELY 1.3 50 (a) 0.6DL- 0.7ELY 7 Y L1 .6 ELY -1.3 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 2 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:22 PM Checked By: Envelope Joint Reactions Joint LC MX ik -ftl 1 N1 imax 43.985 32 39.807 33 154.11 15 1 0 8 0 8 --0 8 2 min -89.06 15 - 39.807 34 -76.49 32 0 8 0 8 0 8 3 N2 max 35.832 32 29.93 33 150.191 15 0 8 0 8 0 8 4 min - 78.744 15 - 43.696 18 - 72.546 32 0 8 0 8 0 8 5 N3 max 39.023 34 39.726 32 138.766 15 0 8 0 8 0 8 6 min - 75.442 17 - 66.102 15 - 61.042 32 0 8 0 8 0 8 7 N4 max 39.724 34 39.024 32 138.769 17 0 8 0 8 0 8 8 min - 66.102 17 - 75.444 15 - 61.042 34 0 8 0 8 0 8 9 N5 max 29.935 31 35.831 34 150.194 17 0 8 0 8 0 8 10 min - 43.701 16 - 78.746 17 - 72.544 34 0 8 0 8 0 8 11 N6 max 39.811 31 43.984 34 154.11 17 0 8 0 1 8 0 8 12 min -39.81 32 -89.06 17 - 76.487 34 0 8 0 8 0 8 13 N7 max 43.648 15 35.833 34 150.195 17 0 8 0 8 0 8 14 min -29.88 32 - 78.747 17 - 72.547 34 0 8 0 8 0 8 15 N8 I max 66.102 17 38.068 31 138.771 17 1 0 8 0 8 0 8 16 1 min - 39.725 34 - 74.484 16 - 61.045 34 0 8 0 8 0 8 17 N9 max 75.442 17 39.327 31 139.683 16 0 8 0 8 0 8 18 1 1 min - 39.023 34 - 65.701 16 - 61.963 31 0 8 0 8 0 8 19 N10 max 80.159 16 29.93 33 152.587 16 0 8 0 8 0 8 20 1 min - 37.249 31 - 43.697 18 - 74.945 31 0 8 0 8 0 8 21 N11 max 90.701 16 39.807 33 157.068 16 0 8 0 8 0 8 22 min - 45.628 31 - 39.808 34 - 79.452 31 0 8 0 8 0 8 23 N12 max 80.162 16 43.644 17 152.588 i 6 0 8 0 8 0 8 24 min - 37.248 31 - 29.878 34 - 74.942 1 0 8 0 8 0 8 25 N13 max 74.485 18 65.695 16 139.684 6 1 0 8 0 8 0 8 26 min - 38.064 33 - 39.321 31 - 61.957 1 0 8 0 8 0 8 27 N14 max 65.702 18 74.481 16 139.685 1 0 8 0 8 0 8 28 min - 39.323 33 - 38.062 31 - 61.957 3 0 8 0 8 0 8 29 N15 max 43.644 15 80.162 18 152.593 18 0 8 0 8 0 8 30 min - 29.873 32 - 37.248 33 - 74.943 33 0 8 0 8 0 8 31 N16 max 39.805 31 90.704 18 157.075 18 0 8 0 8 0 8 32 min - 39.803 32 - 45.629 33 - 79.452 33 0 8 0 8 0 8 33 N17 max 29.927 31 80.162 18 152.593 18 0 8 0 8 0 8 34 min - 43.697 16 - 37.248 33 - 74.943 33 0 8 0 8 0 8 35 N18 max 39.323 33 75.44 15 139.686 18 0 8 0 8 , 0 8 36 min - 65.702 18 - 39.019 32 - 61.957 33 0 8 0 8 0 8 37 N19 I max 38.063 33 66.098 15 138.771 15 0 8 0 8 0 8 38 min - 74.485 18 - 39.722 32 -61.04 32 8 0 8 0 8 39 N20 max 35.833 32 43.643 17 150.195 15 8 0 8 0 8 40 min - 78.748 15 - 29.877 34 - 72.546 32 8 0 8 0 8 41 Totals: I max 95.118 16 95.118 18 1409.33 18 42 min - 95.118 15 - 95.118 17 154.33 33 Max Uplift reaction in anchors RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 1 LC Plate Label Loc Siamalfksi Siama2fksi Tau Max Von Mis 1 r 15 P20 T -.325 -5.38 2.527 -.059 2 B -2.061 -11.14 4.539 -.033 10.266 3 1 15 P1 T -.325 -5.379 2.527 .059 5.224 4 B -2.061 -11.14 4.539 .033 10.266 5 15 P19 T -.194 -5.293 2.549 -.172 5.199 6 B -1.859 - 10.575 4.358 -.099 9.778 7 15 ' P2 T -.194 -5.293 2.549 .172 5.199 8 B -1.859 - 10.575 4.358 .099 9.778 9 15 P3 T .034 -5.093 2.563 .274 5.11 10 B -1.477 - 9.497 4.01 .169 8.851 11 151 P18 T .034 -5.092 2.563 -.273 5.11 12 B -1.477 - 9.497 4.01 -.169 8.851 13 115 P4 T .304 -4.745 2.525 .362 4.904 14 B -.952 -8.007 3.528 .247 7.577 15 115 P17 T .304 -4.744 2.524 -.362 4.904 16 B -.952 -8.007 3.528 -.247 7.576 4.536 17 15 P5 T .559 -4.231 2.395 .44 18 B -.338 -6.25 2.956 .337 6.088 4.536 19 15 P16 T .559 -4.231 2.395 -.44 20 B -.339 -6.249 2.955 -.337 6.087 21 15 P6 T .744 -3.557 2.151 .509 3.982 22 B .298 -4.385 2.342 .447 4.542 23 115 P15 T .744 -3.557 2.15 -.509 3.981 24 B .298 -4.385 2.341 -.447 4.541 25 115 P7 T .814 -2.763 1.788 .574 3.247 26 B .908 -2.598 1.753 .593 3.152 27 1151 P14 T .814 -2.763 1.788 -.574 3.247 28 B .907 -2.598 1.753 -.593 3.151 29 15 P8 T .749 -1.923 1.336 .64 2.387 30 B 1.457 -1.092 1.274 .8 2.214 31 15 P13 T .748 -1.923 1.336 -.64 2.387 32 B 1.456 -1.092 1.274 2.342 2.214 33 15 P9 T .528 -1.12 .824 .711 1.457 34 B 1.911 -.044 .978 1.082 1.934 35 15 P12 T .528 -1.12 .824 -.711 1.457 36 B 1.911 -.044 .977 2.06 1.933 37 15 P10 T .14 -.419 .279 .817 .504 38 B 2.192 .468 .862 1.406 1.999 39 15 P11 T .14 -.419 .279 2.324 .503 40 B 2.191 .468 .862 1.735 1.999 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:27 PM Checked By: Plate Principal Stresses (Bv Combination) STRESSES - 0 - 2.37FT RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 2 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:28 PM Checked By: STRESSES - 2.37 - 4.74FT Plate Principal Stresses (Bv Combination) LC Plate Label 1 151 P21 T -.6 -12.81 6.105 .032 12.521 2 B 1.053 -7.345 4.199 .046 7.924 3 15 ! P40 T I -.6 -12.81 6.105 -.032 12.521 4 B 1.053 -7.345 4.199 -.046 7.924 5 15 ! P22 T -.459 - 12.143 5.842 .096 11.92 6 B 1.111 -7.13 4.12 .137 7.745 7 115 P39 T -.459 - 12.143 5.842 -.096 11.92 8 B 1.11 -7.13 4.12 -.137 7.745 9 15 P23 T -.192 - 10.871 5.339 .165 10.776 10 B 1.208 -6.696 3.952 .226 7.375 11 15 P38 T -.192 - 10.871 5.339 -.165 10.776 12 B 1.208 -6.696 3.952 -.226 7.374 13 15 P24 T .174 -9.116 4.645 .242 9.205 14 B 1.318 -6.045 3.682 .314 6.8 15 15 P37 T .174 -9.116 4.645 -.242 9.204 16 B 1.318 -6.044 3.681 -.314 6.8 17 15 P25 T .609 -7.049 3.829 .335 7.372 18 B 1.407 -5.195 3.301 .402 6.022 7.372 19 15 P36 T .609 -7.049 3.829 -.335 20 B 1.406 -5.194 3.3 -.402 6.022 21 15 P26 T 1.082 -4.878 2.98 .454 5.499 22 B 1.437 -4.193 2.815 .493 5.067 23 15 P35 T 1.081 -4.878 2.98 -.454 5.499 24 B 1.437 -4.192 2.815 -.493 5.066 3.882 25 15 P27 T 1.57 -2.851 2.211 .62 26 B 1.388 -3.116 2.252 .595 3.995 27 15 P34 T 1.57 -2.851 2.21 -.62 3.882 28 B 1.388 -3.116 2.252 -.595 3.995 29 15 P28 T 2.089 -1.227 1.658 .858 2.904 30 B 1.243 -2.066 1.654 .72 2.895 31 15 P33 T 2.089 -1.227 1.658 2.284 2.903 32 B 1.242 -2.066 1.654 -.72 2.895 33 ! 15 P30 T ! 2.978 .268 1.355 1.437 2.854 34 B .709 -.5 .604 1.253 1.052 35 15 P31 T 2.978 .268 1.355 1.705 2.853 36 B .709 -.499 .604 1.888 1.051 37 15 P29 T 2.616 -.192 1.404 1.151 2.717 38 B .997 - 1.148 1.072 .9 1.859 39 15 P32 T 2.615 -.192 1.404 1.99 2.716 40 B .997 -1.147 1.072 2.242 1.858 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 3 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:31 PM Checked By: STRESSES - 4.74 - 7.11 FT Plate Principal Stresses (Bv Combination) LC Plate Label Loc Siama1fksi Siama2fksi Tau Max Von Mi 1 15 P60 T 1.719 -10.21 5.964- -.047 11.169 2 B .107 - 15.689 7.898 -.036 1 15.743 1 3 15 P41 T 1.719 -10.21 5.964 .047 11.169 4 B .107 - 15.689 7.898 .036 15.743 5 15 P42 T 1.793 -9.848 5.82 .141 10.856 6 B .256 - 14.867 7.561 .109 14.996 7 15 P59 T 1.793 -9.848 5.82 -.141 10.856 8 B .256 - 14.867 7.561 -.109 14.996 9 15 P43 T 1.92 -9.134 5.527 .235 10.23 10 B .536 - 13.303 6.92 .186 13.579 11 ! 15 P58 T 1.92 -9.134 5.527 -.235 10.23 12 B .536 - 13.303 6,919 -.186 13.578 13 15 P44 T 2.064 -8.1 5.082 .331 9.305 14 B .924 - 11.151 6.037 .274 11.64 15 ! 15 P57 T 2.064 -8.099 5.082 -.33 9.305 16 B .923 - 1115 6.037 -.274 11.64 17 ! 15 P45 T 2.193 -6.801 4.497 .431 8.123 18 B 1.387 -8.63 5.009 378 9.4 19 15 P56 T 2.193 -6.801 4.497 -.431 8.122 20 B 1.387 -8.629 5.008 -.378 9.4 21 15 P46 T 2.279 -5.339 3.809 .543 6.773 22 B 1.908 -6.018 3.963 .512 7.165 23 15 P55 T 2.279 -5.339 3.809 -.543 6.772 24 B 1.908 -6.018 3.963 -.512 7.165 5.384 25 15 P47 T 2.294 -3.856 3.075 .675 26 B 2.5 -3.628 3.064 .695 5.337 27 i 15 P54 T I 2.294 -3.856 3.075 -.675 5.383 28 B 2.499 -3.628 3.064 -.695 5.337 29 115 P48 T 2.235 -2.505 2.37 .842 4.107 30 B 3.175 - 1.769 2.472 .934 4.339 31 15 P53 T 2.234 -2.505 2.369 2.3 4.106 32 B 3.174 -1.769 2.472 2.207 4.338 33 15 P49 T 2.12 -1.438 1.779 1.07 3.1 34 B 3.857 -.613 2.235 1.202 4.197 35 151 P52 T 2.12 -1.438 1.779 2.072 3.099 36 B 3.856 -.612 2.234 1.94 4.196 37 15 P50 T 2.012 -.825 1.418 1.385 2.527 38 B 4.308 -.096 2.202 1.453 4.356 39 15 P51 T 2.012 -.825 1.418 1.757 2.527 40 B 4.307 -.096 2.202 1.689 4.356 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 4 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:33 PM Checked By: Plate Principal Stresses (Bv Combination) STRESSES - 7.11 - 10.33FT LC Plate Label Loc Siama1Fksi Analpfradl 1 15 P61 T -4.538 - 15.926 5.694 -.1T5-4-1-. 14212 2 B -2.825 - 10.994 4.085 .079 9.889 3 15 P80 T -4.538 - 15.926 5.694 -.054 14.211 4 B -2.825 - 10.994 4.085 -.079 9.889 5 15 P62 T -3.95 - 15.102 5.576 .162 13.566 6 B -2.249 - 10.683 4.217 .229 9.755 7 15 P79 T -3.95 - 15.102 5.576 -.162 13.565 8 B -2.25 - 10.683 4.217 -.229 9.755 9 15 P63 T -2.858 - 13.525 5.333 .27 12.346 10 B -1.241 - 10.006 4.383 .359 9.447 11 15 P78 T -2.858 - 13.524 5.333 -.27 12.346 12 B -1.241 - 10.005 4.382 -.358 9.446 13 15 P64 T -1.41 - 11.333 4.962 .38 10.698 14 B -.01 -8.916 4.453 .467 8.911 10.697 15 15 P77 T -1.41 - 11.332 4.961 -.38 16 B -.011 -8.915 4.452 -.467 8.91 17 15 P65 T .216 -8.727 4.472 .494 8.838 18 B 1.233 -7.436 4.335 .562 8.123 8.837 19 15 P76 T .215 -8.727 4.471 -.494 20 B 1.233 -7.435 4.334 -.562 8.122 21 ! 15 P66 T 1.838 -5.954 3.896 .618 7.055 22 B 2.321 -5.663 3.992 .651 7.114 7.054 23 15 P75 T 1.837 -5.954 3.896 -.618 24 B 2.321 -5.663 3.992 -.651 7.113 5.686 25 15 P67 T 3.287 -3.278 3.283 .762 26 B 3.129 -3.745 3.437 .743 5.962 _ 27 15 P74 T 3.287 -3.278 3.282 -.762 5.685 28 B 3.129 -3.745 3.437 -.743 5.961 4.98 29 15 P68 T 4.434 -.955 2.694 .935 30 B 3.565 -1.858 2.712 .853 4.773 4.979 31 15 P73 T 4.433 -.955 2.694 2.207 32 B 3.564 -1.858 2.711 2.289 4.773 33 15 P70 T 5.567 1.719 1.924 1.422 4.937 34 B 3.376 .901 1.238 1.324 3.028 35 15 P71 T 5.566 1.719 1.924 1.719 4.937 36 B 3.376 .901 1.237 1.818 3.028 37 15 P69 T 5.198 .78 2.209 1.152 4.855 38 8 3.602 -.209 1.905 1.014 3.711 39 15 P72 T 5.198 .781 2.209 1.989 4.855 40 B 3.601 -.209 1.905 2.128 3.71 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 5 LC Plate Label Loc Siama1fksi Si ma2fksil Tau Maxfksi Anolefradl Von Misesfksi 1 15 P101 T -3.62 - 18.027 7.204 .027 1 16.517 1 2 B -3.21 - 17.191 6.99 .031 15.832 3 15 P120 T -3.62 - 18.026 7.203 -.027 16.516 4 B -3.21 -17.19 6.99 -.031 15.831 5 15 P102 T -3.24 - 16.733 6.746 .085 15.371 6 B -2.855 - 16.019 6.582 .096 14.8 7 15 P119 T -3.24 - 16.732 6.746 -.085 15.37 8 B -2.854 - 16.018 6.582 -.096 14.799 9 15 P103 T -2.522 - 14.309 5.893 .15 13.23 10 B -2.18 - 13.821 5.821 .17 12.87 11 15 P118 T -2.523 - 14.309 5.893 -.15 13.229 12 B -2.18 - 13.82 5.82 -.17 12,87 13 15 P81 T -3.212 - 12.238 4.513 .043 10.99 14 B -4.542 -16.45 5.954 .029 14.715 15 15 P100 T -3.212 - 12.238 4.513 -.043 10.99 16 B -4.542 -16.45 5.954 -.029 14.714 17 115 P104 T -1.537 - 11.067 4.765 .234 10.384 18 B -1.241 - 10.869 4.814 .261 10.305 19 15 P117 T -1.538 - 11.067 4.765 -.234 10.384 20 B -1.242 -10.87 4.814 -.261 10.305 21 15 P82 T -2.859 - 11.496 4.319 .131 10.367 22 B - 4.148 - 15.337 5.595 .09 13.741 23 15 P99 T -2.859 - 11.496 4.318 -.131 10.366 24 B -4.148 - 15.337 5.594 -.09 13.741 25 15 P83 T -2.192 - 10.093 3.951 .225 9.196 26 B -3.395 - 13.244 4.925 .16 11.915 9.194 27 15 1 P98 T -2.192 - 10.093 3.95 -.225 28 B -3.395 - 13.244 4.924 -.16 11.915 29 1 15 P84 T -1.278 -8.189 3.456 .332 7.631 30 B -2.347 - 10.423 4.038 .247 9.47 31 15 P97 T -1.278 -8.188 3.455 -.332 7.63 32 B -2.347 - 10.423 4.038 -.247 9.47 33 1 15 P110 T 8.059 1.752 3.154 1.516 7.342 34 B 7.338 1.477 2.931 1.504 6.723 35 15 P111 T 8.059 1.752 3.154 1.625 7.342 36 B 7.338 1.477 2.931 1.638 6.723 37 15 P105 T -.341 -7.426 3.542 .359 7.261 38 B -.09 - 7.542 3.726 .388 7.498 39 15 P116 T -.341 -7.426 3.542 -.359 7.261 40 B -.092 -7.543 3.726 -.388 7.498 41 15 P109 T 7.024 1.348 2.838 1.391 6.457 42 B 6.431 1.032 2.7 1.353 5.982 43 15 P112 T 7.024 1.348 2.838 1.75 6.456 44 B 6.431 1.033 2.699 1.788 5.982 45 115 P85 T -.196 -6.004 2.904 .461 5.909 46 B -1.068 - 7.223 3.078 .371 6.753 47 15 I P96 T -.197 -6.004 2.904 -.46 5.909 48 B -1.069 - 7.223 3.077 -.371 6.753 49 15 P108 T 5.156 .465 2.345 1.205 4.939 50 B 4.817 .057 2.38 1.146 4.788 51 15 P113 T 5.154 .466 2.344 1.937 4.938 52 B 4.816 .058 2.379 1.995 4.787 53 15 1 P106 T 1.095 -3.91 2.502 .57 4.557 54 B 1.276 -4.302 2.789 .583 5.062 55 15 P115 T 1 1.094 -3.91 2.502 -.57 4.556 56 1 B 1.275 -4.302 2.789 -.583 5.061 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:41 PM Checked By: Plate Principal Stresses (Bv Combination) STRESSES - 10.33 - 14.94FT RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 10 LC Plate Label Loc Siemalfksil Sioma2 Tau Max 57 15 P86 T .978 -3.798 2.388 .623 4.37 58 B .422 -4.075 2.249 .569 4.302 59 1 15 P95 T .977 -3.799 2.388 -.623 4.37 60 B .421 -4.075 2.248 -.569 4.301 61 15 P90 T 4.807 1.09 1.859 1.478 4.365 62 B 6.688 1.73 2.479 1.508 6.013 63 15 P91 T 4.807 1.09 1.858 1.663 4.365 64 B 6.688 1.73 2.479 1.633 6.013 65 15 P89 T 4.277 .626 1.825 1.283 4.001 66 B 5.776 1256 2.26 1.365 5.261 67 15 P92 T 4.276 .627 1.825 1.859 4 68 B 5.775 1.256 2.259 1.776 5.261 69 15 P107 T 2.956 -1.172 2.064 .901 3.684 70 B 2.94 - 1.668 2.304 .863 4.041 71 15 P114 T 2.954 -1.172 2.063 2.241 3.683 72 B 2.939 - 1.667 2.303 2.279 4.039 73 15 P88 T 3.336 -.339 1.837 1.061 3.517 74 B 4.134 .247 1.944 1.162 4.016 75 15 P93 T 3.335 -.338 1.837 2.08 3.516 76 B 4.133 .247 1.943 1.98 4.015 77 15 P87 T 2.182 -1.838 2.01 .829 3.486 78 B 2.188 -1.482 1.835 .866 3.198 79 15 P94 T 2.181 -1.838 2.009 2.313 3.484 80 B 2.186 - 1.482 1.834. 2.276 3.196 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:41 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 11 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:39 PM Checked By: STRESSES - 14.94 - 18.17FT Plate Principal Stresses (Bv Combination) LC Plate Label Loc Siama1(ksil Siama2iksi Tau Max Von Mi 1 15 P140 T -4.683 - 19.991 7.654 - .004 J 18.109 2 B -3.992 - 17.425 6.717 .008 15.812 3 115 P121 T -4.682 -19.99 7.654 -.004 18.109 4 B -3.995 - 17.426 6.716 -.008 15.812 5 15 P139 T -4.33 - 18.465 7.067 .014 16.726 6 B -3.67 - 16.111 6.22 .025 14.625 7 ! 15 P122 T -4.329 - 18.464 7.068 -.013 16.725 8 B -3.671 - 16.111 6.22 -.025 14.625 9 15 P138 T 1 -3.665 - 15.599 5.967 .025 14.128 10 B -3.067 - 13.639 5.286 .045 12.394 11 15 P123 T -3.665 - 15.599 5.967 -.025 14.127 12 B -3.066 - 13.639 5.287 -.045 12.394 13 15 P137 T -2.758 -11.73 4.486 .041 10.623 14 B -2.26 - 10.299 4.02 .069 9.375 15 15 P124 T -2.759 - 11.729 4.485 -.041 10.622 16 B -2.259 - 10.298 4.019 -.069 9.375 8.165 17 15 P130 T 9.032 2.174 3.429 1.58 18 B 7.731 1.76 2.986 1.583 7.019 19 15 P131 T 9.031 2.174 3.429 1.562 8.165 20 B 7.731 1.76 2.986 1.558 7.019 21 15 P129 T 7.706 1.852 2.927 1.602 6.967 22 B 6.58 1.49 2.545 1.612 5.976 23 115 P132 T . 7.705 1.852 2.927 1.54 6.967 24 1 B 6.58 1.49 2.545 1.529 5.976 25 15I P136 T I -1.697 -7.287 2.795 .072 6.605 26 B -1.344 -6.464 2.56 .112 5.907 27 15 P125 T -1.697 -7.287 2.795 -.072 6.604 28 B -1.344 - 6.463 2.559 -.112 5.907 29 15 P128 T 5.165 1.221 1.972 1.642 4.675 30 B 4.387 .974 1.707 1.67 3.99 31 151 P133 T 5.164 1.22 1.972 1.499 4.675 32 B 4.387 .974 1.707 1.471 3.99 33 15 P135 T -.562 -2.755 1.096 .185 2.521 34 B -.376 -2.568 1.096 .25 2.402 35 ' 15 P126 T -.562 -2.754 1.096 -.185 2.52 36 B -.376 -2.567 1.096 -.25 2.401 37 15 P134 T 1.68 .287 .696 1.302 1.556 38 B 1.439 .141 .649 1.192 1.375 39 15 P127 T 1.679 .287 .696 1.839 1.556 40 B 1.439 .141 .649 1.949 1.374 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 9 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:42 PM Checked By: STRESSES - 18.17 - 25.97FT Plate Principal Stresses (Bv Combination) LC Plate Label Loc Siama1fksi Tau Maxfksil 1 1 15 P161 T -.515 - 19.686 9.585 -.004 I -.006 19.4341 2 B .176 - 15.982 8.079 16.071 3 15 P180 T -.516 - 19.687 9.585 .004 19.434 4 B .177 - 15.982 8.08 .006 16.071 5 i 15 P179 T -.543 - 18.254 8.856 .012 17.989 6 _ B .235 - 14.804 7.52 .018 14.923 7 115 P162 T -.541 - 18.253 8.856 -.012 17.989 8 B .234 - 14.804 7.519 -.018 14.922 9 115 P160 T 1.848 - 16.502 9.175 .007 17.5 10 B .488 - 20.054 10271 .007 20.302 17.5 11 1 151 P141 T 1.85 - 16.501 9.176 -.007 12 B .485 - 20.054 10.27 -.007 20.301 13 15 , P200 T .781 - 15.923 8.352 .006 16.328 14 B -.692 - 18.903 9.105 .008 18.566 15 15 P181 T .782 - 15.923 8.352 -.006 16.327 16 B -.693 - 18.903 9.105 -.008 18.566 17 15 P159 T 1.674 - 15.287 8.48 .021 16.189 18 B .495 - 18.553 9.524 .022 18.805 19 15 P142 T 1.676 - 15.285 8.481 -.021 16.188 20 B .493 - 18.553 9.523 -.022 18.804 21 15 P178 T -.563 - 15.542 7.489 .023 15.268 22 B .317 - 12.585 6.451 .031 12.746 15.267 23 115 P163 T -.563 - 15.541 7.489 -.023 24 B .316 - 12.584 6.45 -.031 12.745 25 15 P199 T .626 - 14.811 7.719 .019 15.134 26 8 -.529 - 17.513 8.492 .023 17.254 27 15 P182 T .627 - 14.811 7.719 -.019 15.134 28 B -.53 - 17.513 8.491 -.023 17.254 13.725 29 15 P158 T 1.361 - 12.993 7.177 .039 30 B .497 - 15.728 8.113 .038 15.983 31 15 P143 T 1.36 - 12.993 7.177 -.038 13.724 32 B .498 - 15.727 8.113 -.038 15.982 33 15 P198 T .379 - 12.694 6.537 .036 12.888 34 B -.267 - 14.897 7.315 .04 14.765 35 115 P183 T .38 - 12.693 6.536 -.036 12.887 36 B -.268 - 14.896 7.314 -.04 14.764 37 115 P177 T -.529 - 11.837 5.654 .039 11.582 38 B .368 -9.575 4.971 .047 9.764 39 15 P164 T I -.53 - 11.837 5.653 -.039 11.581 40 B .368 -9.574 4.971 -.047 9.764 41 15 P157 T .977 -9.874 5.425 .064 10.397 42 B .469 - 11.908 6.188 .06 12.149 43 15 P144 T I .976 -9.874 5.425 -.064 10.396 44 B .47 - 11.907 6.188 -.06 12.148 9.847 45 15 P197 T .139 -9.777 4.958 .06 46 B -.003 - 11.355 5.676 .062 11.354 47 15 P184 T .139 -9.776 4.957 -.06 9.846 48 B -.002 -11.354 5.676 -.062 11.353 49 15 P170 T 8.661 .447 4.107 1.581 8.446 50 B 6.768 -.286 3.527 1.579 6.916 51 15 P171 T 8.661 .447 4.107 1.561 8.446 52 B 6.768 -.286 3.527 1.563 6.916 53 15 P151 T 7.369 -.711 4.04 1.556 7.749 54 B 8.755 -.336 4.546 1.56 8.928 55 ! 15 P150 T 7.369 -.711 4.04 1.585 7.749 56 B 8.756 -.336 4.546 1.582 8.928 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 12 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:42 PM Checked By: Plate Principal Stresses (By Combination) (Continued) LC_ _ Plate Label Loc Sigmallksil Sigma2lksi Tau Max k Anolefradl Von Mi 57 ' 15 P176 T -.399 -7.528 3.565 .07 7.337 58 1 B .344 -6.105 3225 .074 6.285 59 15 P165 T -.399 -7.528 3.564 -.07 7.336 60 B .344 -6.105 3.224 -.074 6.284 61 15 P172 T 7.336 .355 3.49 1.537 7.165 62 B 5.717 -.231 2.974 1.543 5.836 63 15 P169 T 7.336 .355 3.49 1.605 7.165 64 B 5,717 -.231 2.974 1.599 5.836 65 15 P191 T 6.878 -.027 3.452 1.555 6.891 66 B 7.874 -.009 3.941 1.559 7.879 67 15 P190 T 6.878 -.027 3.452 1.587 6.891 68 B 7.874 -.008 3.941 1.582 7.879 69 15 P152 T 6.274 -.628 3.451 1 .521 6.61 70 B 7.437 -.291 3.864 1.533 7.587 71 15 P149 T 6.274 -.628 3.451 1.621 6.61 72 B 7,437 -.291 3.864 1.608 7,587 73 15 P156 T .605 -6.266 3.435 .112 6.589 74 B .394 - 7.519 3.956 .097 7.723 75 15 P145 T .604 -6.265 3.435 -.112 6.588 76 B .394 -7518 3.956 -.097 7.722 6.353 77 15 P196 T -.001 -6.353 3.176 .107 78 B .184 -7.283 3.734 .099 7.377 6.352 79 15 P185 T -.002 -6.353 3.175 -.107 80 B .184 -7.282 3.733 -.098 7.376 81 15 P192 T 5.8 -.067 2.933 1.516 5.833 82 B 6.644 .011 3316 1.53 6.638 5.833 83 15 P189 T 5.799 -.067 2.933 1.625 84 B 6.644 .011 3316 1.612 6.638 4.723 85 15 P173 T 4.808 .175 2.316 1.491 86 B 3.71 -.132 1.921 1.5 3.778 4.723 87 15 P168 T 4.808 .175 2.316 1.65 88 T B 3.71 -.132 1.921 1.641 3.778 89 15 P153 T 4.184 -.496 2.34 1.455 4.453 90 B 4.927 -.205 2.566 1.479 5.032 91 15 P148 T 4.184 -.495 2.34 1.687 4.453 92 B 4.927 -.205 2.566 1.662 5.032 93 15 P193 T 3.754 -.154 1.954 1.443 3.833 94 B 4.303 .028 2.138 1.467 4.289 95 15 P188 T 3.754 -.153 1.953 1.699 3.833 96 B 4.303 .028 2.137 1.674 4.289 97 15 P175 T -.148 -3.084 1.468 .176 3.013 98 B .262 -2.548 1.405 .158 2.689 99 15 P166 T -.148 -3.083 1.468 -.176 3.012 100 B .262 -2.548 1.405 -.158 2.688 101 15 P195 T .034 -2.822 1.428 .249 2.839 102 B .301 -3.132 1.716 .205 3.293 103 15 P186 T .033 -2.821 1.427 -.249 2.837 104 B .3 -3.131 1.716 -.205 3.292 105 15 P155 T .354 -2.605 1.48 .27 2.799 106 B .323 -3.059 1.691 .22 3.233 107 15 P146 T .353 -2.604 1.479 -.269 2.798 108 B .323 -3.058 1.69 -.219 3.231 109 15 P154 T 1.437 -.465 .951 1.171 1.717 110 B 1.577 -.246 .911 1.201 1.713 111 15 P147 T 1.436 -.464 .95 1.97 1.716 112 B 1.577 -.245 .911 1.94 1.712 113 15 P174 T 1.384 -.162 .773 1.25 1.471 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 13 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:42 PM Checked By: Plate Principal Stresses (BV Combination) (Continued) LC Plate Label Loc Siama1fksil Si 114 B 1.014 -.1 .557 1.213 1.067 115 15 P167 T 1.384 -.161 .772 1.891 1.471 116 B 1.013 -.099 .556 1.927 1.066 117 15 P194 T 1.102 -.443 .772 1.104 1.378 118 B 1254 -.172 .713 1.093 1.348 119 15 P187 T 1.101 -.442 .772 2.037 1.376 120 B 1.253 -.171 .712 2.048 1.347 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 14 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:45 PM Checked By: STRESSES - 25.97 - 33.77FT Plate Principal Stresses (By Combination) LC Plate Label Loc Siomalrksi Sigma2lksi Tau Ma 1 15 P220 T -.014 - 19.442 9.714 .004 ( 19.435 2 B .028 - 16.957 8.493 .006 16.971 3 15 P201 T -.014 - 19.442 9.714 -.004 19.435 4 B .028 - 16.957 8.492 -.006 16.971 5 : 15 . P260 T .389 -18.2 9.295 .004 18.398 6 B -.125 - 16.451 8.163 .007 16.389 7 15 ' P241 T .389 -18.2 9.294 -.004 18.398 8 B -.125 -16.45 8.163 -.007 16.388 9 15 P219 T -.136 -18.09 8.977 .013 18.023 10 B .157 - 15.729 7.943 .019 15.808 11 15 P202 T -.136 -18.09 8.977 -.013 18.022 12 B .157 - 15.729 7.943 - .019 15.808 13 15 P259 T .173 - 16.996 8.584 .014 17.083 14 B .084 - 15.273 7.678 .02 15.315 15 ' 15 P242 T .173 - 16.995 8.584 -.014 17.082 16 B ,084 - 15.272 7.678 -.02 15.314 17 15 P240 T .694 - 16.692 8.693 .006 17.049 18 B -.816 - 18.838 9.011 .008 18.444 19 15 P221 T .695 - 16.691 8.693 -.006 17.049 20 B -.816 - 18.838 9.011 -.007 18.444 21 15 P239 T .489 - 15.578 8.034 .018 15.828 22 B -.587 - 17.476 8.444 .023 17.19 23 15 P222 T .489 - 15.577 8.033 -.018 15.828 24 B -.587 - 17.475 8.444 -.023 17.189 15.362 25 15 P218 T -.31 - 15.515 7.602 .025 26 B .345 - 13.416 6.881 .033 13.592 27 15 P203 T -.31 - 15.514 7.602 -.025 15.361 28 B .345 - 13.416 6.88 -.033 13.591 14.61 29 15 rl P258 T -.152 - 14.686 7.267 .026 30 B .393 - 13.059 6.726 .035 13.26 31 15 P243 T -.152 - 14.684 7.266 -.026 14.609 32 B .393 - 13.058 6.725 -.034 13.258 33 15 P238 T .171 - 13.445 6.808 .034 13.531 34 1 B -.224 - 14.912 7.344 .039 14.801 35 ' 15 P223 T .171 - 13.444 6.807 -.034 13.53 36 B -.224 -14.91 7.343 -.039 14.8 37 15 P217 T -.432 - 11.963 5.765 .043 11.753 38 B .488 - 10.281 5.385 .05 10.534 39 15 P204 T -.433 - 11.962 5.765 -.043 11.751 40 B .488 -10.28 5.384 -.049 10.533 41 15 P257 T -.423 - 11.468 5.523 .045 11.263 42 B .644 - 10.067 5.355 .052 10.403 43 15 P244 T -.423 - 11.467 5.522 -.045 11.261 44 B .643 - 10.065 5.354 -.052 10.402 45 1 15 P237 T -.116 - 10.478 5.181 .058 10.42 46 B 1 .126 - 11.443 5.785 .06 11.507 47 1 15 P224 T -.116 - 10.477 5.18 -.058 10.419 48 B .126 - 11.442 5.784 -.06 11.506 49 151 P211 T 8.252 .405 3.924 1.559 8.058 50 B 6.802 - .411 3.606 1.562 7.016 51 15 P210 T 8.252 .405 3.924 1.583 8.058 52 B 6.801 -.411 3.606 1.58 7.016 53 15 P216 T -.414 -7.788 3.687 .076 7.589 54 B .504 -6.667 3.586 .077 6.933 55 15 P205 T -.415 -7.787 3.686 -.076 7.588 56 B .504 - -6.666 3.585 -.077 6.932 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 15 LC Plate Label L Tau Max ksil 57 15 P256 T -.502 -7.644 3.571 .08 7.406 58 B .706 -6.628 3.667 .078 7.008 59 15 P245 T -.503 -7.643 3.57 -.08 -.078 7.405 7.007 60 B .706 -6.627 3.667 61 15 P251 T 7.413 .456 3.478 1.557 7.196 62 B 6.168 -.568 3.368 1.56 6.471 63 15 P250 T 7.413 .457 3.478 1.585 7.196 64 B 6.168 -.568 3.368 1.581 6.471 65 15 P236 T -.245 -6.96 3.357 .102 6.841 66 B .344 -7.456 3.9 .094 7.634 6.84 67 15 P225 T -.246 -6.959 3.357 -.102 68 T B .344 -7.455 3.9 -.093 7.633 69 15 P231 T 6.914 .207 -.156 3.354 3.785 1.554 1.559 6.813 7.493 70 B 7.413 71 15 P230 T 6.914 .207 3.353 1.588 6.813 72 B 7.413 -.156 3.785 1.583 7.493 6.785 73 15 P212 T 6.928 .296 3.316 1.53 74 B 5.699 -.318 3.008 1.538 5.864 6.785 75 15 P209 T 6.928 .297 3.316 1.612 76 B 5.699 -.318 3.008 1.603 5.864 6.006 77 15 P252 T 6.156 .312 2.922 1.522 78 B 5.12 -.425 2.773 1.534 5.345 79 15 P249 T 6.156 .313 2.922 1.619 6.006 80 B 5.12 -.425 2.772 1.608 5.345 5.715 81 15 P232 T 5.769 .109 2.83 1.512 82 B 6.202 -.094 3.148 1.528 6.249 5.715 83 15 P229 T 5.768 .109 2.83 1.629 84 B 6.202 -.094 3.148 1 614 6 249 85 15 P213 T 4.41 .086 2.162 1.473 4.368 86 B 3.599 -.159 1.879 1.485 3.681 4.368 87 15 P208 T 4.41 .086 2.162 1.669 88 B 3.599 -.158 1.879 1.656 3.681 89 15 P253 T 3.778 .039 1.87 1.453 3.759 90 B 3.131 -.181 1.656 1.469 3.225 91 15 P248 T 3.778 .039 1.869 1.689 3.758 92 B 3.13 -.181 1.655 1.672 3.224 93 15 P233 T 3.605 -.087 1.846 1.431 3.649 94 T B 3.903 -.004 1.954 1.458 3.905 95 15 P228 T 3.604 -.086 1.845 1.711 3.648 96 B 3.903 -.004 1.953 1.684 3.905 97 15 P255 T -.331 -3.619 1.644 .182 3.465 98 B .57 -3.105 1.838 .147 3.426 3.464 99 15 P246 T -.332 -3.618 1.643 -.182 100 B .57 -3.105 1.837 -.146 3.425 101 15 P215 T -.214 -3.441 1.614 .182 3.339 102 B .4 -2.959 1.679 .154 3.178 3.338 103 15 P206 T -.215 -3.44 1.613 -.181 104 B .4 - 2.958 1.679 -.154 3.177 105 15 P235 T -.145 -3.284 1.57 .229 3.214 106 B .42 -3.382 1.901 .183 3.61 107 15 P226 T -.145 -3.283 1.569 -.229 3.213 108 B .42 -3.381 1.9 -.183 3.609 109 15 P214 T B 1.075 .865 -.335 -.142 .705 .504 1.15 1.062 1.276 .944 110 1111 15 P207 T 1.074 -.334 .704 1.991 1.275 112 B .865 -.141 .503 2.079 .943 113 15 P234 T .863 -.569 .716 1.023 1.249 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:45 PM Checked By: Plate Principal Stresses (By Combination) (Continued) RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 16 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:45 PM Checked By: Plate Principal Stresses (By Combination) (Continued) LC Plate Label Loc Sigmal(ksil Siorna2(ksil Tau Max[ksi Anole(radl Von Mises[ksi 114 B 1.016 -.217 .617 .958 1.14 1151 15 , P227 T .862 -.567 .715 2.118 1.247 116 B 1.015 -.216 .615 2.183 1.138 117 15 P254 T .72 -.515 .617 1.034 1.074 118 B .693 -.208 .451 .849 .818 119 15 P247 T .719 -.514 .616 2.107 1.072 120 B .692 -.207 _ .45 2.293 .816 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 17 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:47 PM Checked By: STRESSES - 33.77 - 41.58FT Plate Principal Stresses (Bv Combination) LC Plate Label Loc Siama1l'ksi 1 15 P300 T .548 - 18.269 9.408 .005 18.549 2 B -.428 - 17.227 8.4 .007 -.005 17.017 18.549 3 115 P281 T I .548 - 18.269 9.408 4 B -.428 - 17.226 8.399 -.007 17.017 5 15 P280 T .692 - 17.402 9.047 .006 17.758 6 B -.914 - 19.005 9.045 .008 18.565 7 1 15 P261 T .692 - 17.401 9.047 -.006 17.757 8 B -.914 - 19.005 9.045 -.007 18.565 9 1151 P299 T .273 - 17.115 8.694 .015 17.253 10 1 B -.149 - 16.015 7.933 .021 15.941 11 15 , P282 T .272 - 17.114 8.693 -.015 17.252 12 1 B -.149 - 16.014 7.932 -.021 15.94 17.135 13 115 P320 T .931 - 16.651 8.791 .006 14 1 B -.91 - 17.964 8.527 .008 17.526 17.135 15 15 P301 T .931 -16.65 8.79 -.005 16 B -.91 - 17.963 8.527 -.007 17.526 16.513 17 15 P279 T .437 -16.29 8.364 .018 18 B -.629 - 17.656 8.513 .023 17.35 16.512 19 15 P262 T .437 - 16.289 8.363 -.018 20 B -.628 - 17.655 8.513 -.023 17.349 15.95 21 15 P319 T .599 - 15.642 8.121 .017 22 B -.563 - 16.703 8.07 .023 16.429 23 15 P302 T .598 - 15.641 8.12 -.017 15.949 24 B -.562 - 16.701 8.07 -.023 16.427 25 1 15 P298 T -.145 -14.89 7.372 .028 14.818 26 1 B I .274 - 13.739 7.007 .035 13.878 27 15 P283 T -.146 - 14.889 7.371 -.028 - .035 14.816 13.877 14.172 28 B .275 - 13.737 7.006 29 151 P278 T .046 - 14.149 7.097 .034 30 1 B -.179 - 15.117 7.469 .039 15.029 14.17 31 15 P263 T .045 - 14.148 7.097 -.033 32 B 1 -.179 - 15.116 7.468 -.039 15.027 33 15 P318 T .086 - 13.687 6.886 .033 13.73 34 1 B 1 -.023 - 14.337 7.157 .039 14.326 35 15 P303 T .085 - 13.685 6.885 -.033 13.728 36 B -.022 - 14.335 7.156 -.039 14.324 37 15 P297 T -.504 - 11.767 5.632 .048 11.524 38 B .642 - 10.666 5.654 .053 11.001 39 115 P284 T -.504 - 11.766 5.631 -.048 11.522 40 1 B .642 - 10.664 5.653 -.052 10.999 41 1 15 P277 T -.3 -11.15 5.425 .057 11.003 42 B .248 - 11.686 5.967 .059 11.812 43 15 P264 T -.301 - 11.148 5.424 -.056 11.001 44 B .248 - 11.685 5.966 -.059 11.811 45 15 P317 T -.377 -10.92 5.271 .055 10.736 46 B .476 - 11.149 5.813 .057 11.395 47 15 P304 T -.378 - 10.918 5.27 -.055 10.734 48 B .477 - 11.148 5.812 -.057 11.394 49 15 P296 T -.629 -8.021 3.696 .083 7.726 50 B .785 - 7.137 3.961 .079 7.56 51 15 P285 T -.63 -8.02 3.695 -.083 7.725 52 B .785 -7.136 3.96 -.078 7.559 53 15 P276 T -.442 -7.561 3.559 .098 7.35 54 B .496 -7.742 4.119 .09 8.002 55 15 P265 T -.442 -7.56 3.559 -.098 7.349 56 B .496 -7.741 4.119 -.09 8.001 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 18 LC Plate Label Loc Sigmal[ksil Sigma2[ksi Tau Max 57 15 P316 T -.587 -7.571 3.492 096 7.295~ 58 B .737 -7.498 4.118 .086 7.893 59 15 P305 T -.588 -7.569 3.491 -.096 7.293 60 B .737 -7.497 4.117 -.085 7.892 61 ! 15 P291 T 7.044 _ .565 3.24 1.554 6.779 62 r B 6.014 - .619 3.316 1.559 6.346 63 ! 15 P290 T 7.044 .565 3.24 1.587 6.779 64 B 6.014 -.619 3.316 1.582 6.346 65 15 P271 T 6.856 .391 3.232 1.553 6.669 66 B 6.993 -.305 3.649 1.558 7.151 67 15 P270 T 6.855 .391 3.232 1.589 1.584 6.668 7.151 68 B 6.993 -.305 3.649 69 15 P311 T 6.207 .52 2.844 1.551 5.965 70 B 6.078 -.533 3.305 1.557 6.361 71 15 P310 T 6.207 .52 2.844 1.591 5.964 72 B 6.078 -.533 3.305 1.584 6.361 73 15 P292 T 5.774 .377 2.699 1.514 5.596 74 1 B 4.936 -.446 2.691 1.528 5.174 75 15 P289 T 5.774 .377 2.698 1.628 5.595 76 B 4.936 7.447 2.691 1.614 5.174 77 15 P272 T 5.651 .24 2.706 1.508 5.535 78 B 5.79 -.199 2.995 1.524 5 892 79 15 P269 T B 5.651 5.79 .241 -.199 2.705 2.995 1.633 1.617 5.535 5.892 4.89 80 81 15 P312 T 5.042 .32 2.361 1.501 82 B 4.971 -.362 2.667 1.521 5.162 83 15 P309 T 5.041 .321 2.36 1.641 4.889 84 B 4.97 -.363 2.666 1621 5.161 3.835 85 15 P295 T -.45 -4.041 1.795 .18 86 B .675 -3.521 2.098 .141 3.902 3.834 87 15 P286 T -.451 -4.04 1.794 -.18 88 B .674 -3.52 2.097 -.141 3.901 89 15 P315 T -.457 -3.986 1.764 .199 3.778 90 B .713 - 3.767 2.24 .15 4.17 91 15 P306 T -.457 -3.985 1.764 -.199 3.777 92 B .713 -3.767 2.24 -.15 4.169 93 15 P275 T -.303 -3.768 1.732 .211 3.626 94 B .539 -3.705 2.122 .167 4.002 95 15 P266 T -.304 -3.767 1.732 -.211 3.625 96 B .539 - 3.704 2.121 -.167 4.001 3.413 97 15 P273 T 3.387 -.052 1.72 1.416 98 B 3.514 -.039 1.777 1.443 3.534 3.412 99 15 P268 T 3.386 -.052 1.719 1.725 100 B 3.514 -.039 1.777 1.699 3.534 101 15 P293 T 3.385 .023 1.681 1.428 3.374 102 B 2.898 -.162 1.53 1.447 2 983 103 15 P288 T 3.384 .023 1.681 1.713 3.373 104 B 2.897 -.162 1.53 1.694 2.982 105 15 P313 T 2.864 -.059 1.461 1.393 2.894 106 B 2.883 -.095 1.489 1.424 2.932 1071 15 P308 T 2.863 -.058 1.461 1.748 2.893 108 B 2.882 -.095 1.489 1.717 2.931 109 15 P274 T .613 -.739 .676 .918 1.172 110 B .838 -.35 .594 .78 1.057. 111 151 P267 T .611 -.737 .674 2.224 1.17 112 B .837 -.349 .593 -.78 1.055 113 15 P314 T .323 -.938 .631 .797 1.135 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:47 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 19 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:47 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Siamalfksi 114 i B .708 -.521 .615 .588 1.069 115 15 P307 T .322 -.937 .63 2.345 1.133 116 B .706 -.52 .613 -.587 1.066 117 15 P294 T .451 -.743 .597 .887 1.044 118 B .637 -.395 .516 .644 .902 119 15 P287 T .45 -.742 .596 2.255 1.042 120 B .635 -.394 .515 -.644 .9 RISA -3D Version 10.0.1 [C : \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 20 LC Plate Label Loc Siamalfksi Siama2fksi Tau Max Analefradl Von Mi 1 15 P340 T .686 - 17.835 9.26 .005 1 18.187 L 16.92 2 B -.683 - 17.251 8.284 .007 3 15 P321 T .686 - 17.834 9.26 -.005 18.187 4 B -.683 -17.25 8.284 -.007 16.919 5 15 P380 T .974 -16.81 8.892 .005 17.317 6 B -.768 - 16.495 7.864 .007 16.125 7 15 P361 T .973 - 16.809 8.891 -.005 17.317 8 B -.767 - 16.495 7.864 -.007 16.125 9 ' 15 P360 T .993 - 16.523 8.758 .006 17.041 10 B -1.043 - 17.671 8.314 .008 17.173 11 151 P341 T .992 - 16.523 8.758 -.006 17.041 12 B _ -1.042 -17.67 8.314 -.008 17.173 13 15 P339 T .353 - 16.763 8.558 .016 16.943 14 B -.337 - 16.057 7.86 .021 15.891 15 15 I P322 T .352 - 16.762 8.557 -.016 16.941 16 B -.336 - 16.055 7.86 -.021 15 89 17 15I P379 T I .567 -15.86 8.213 .016 16.15 18 B -.358 - 15.368 7.505 .022 15.192 16.149 19 15 P362 T .566 - 15.858 8.212 -.016 20 B -.357 - 15.366 7.505 -.022 15.191 21 15 P359 T .611 - 15.572 8.091 .018 15.886 22 B -.641 -1452 7.906 .023 16.141 23 15 P342 T .61 - 15.571 8.09 -.018 15.885 24 B -.64 - 16.451 7.905 -.023 16.14 25 15 P338 T -.156 - 14.685 7.265 .029 14.608 26 B .196 - 13.817 7.006 .036 13.916 14.606 27 15 ! P323 T -.157 - 14.684 7.264 -.029 28 B .196 - 13.815 7.006 -.036 13.915 29 15 P378 T -.061 - 14.003 6.971 .03 13.972 30 B .272 - 13.258 6.765 .037 13.396 31 15 P363 T -.062 - 14.001 6.97 -.03 13.97 32 B .273 - 13.256 6.765 -.037 13.395 33 15 P358 T .02 - 13.717 6.868 .033 13.727 34 B -.015 - 14.169 7.077 .039 14.161 35 15 P343 T .019 - 13.715 6.867 -.033 13.725 36 B -.014 - 14.167 7.077 -.038 14.16 37 15 P337 T -.599 - 11.745 5.573 .05 11.458 38 B .671 -10.8 5.736 .054 11.151 39 15 P324 T -.6 - 11.744 5.572 -.05 11.456 40 B .672 - 10.798 5.735 -.053 11.149 41 15 I P377 T -.622 - 11.346 5.362 .051 11.048 42 B .834 - 10.429 5.631 .054 10.87 43 15 P364 T -.623 - 11.345 5.361 -.051 11.046 44 B .835 - 10.426 5.631 -.054 10.868 _ 45 15 P357 T -.511 -11.07 5.28 .056 10.824 46 B .565 - 11.099 5.832 .057 11.392 47 15 P344 T -.512 - 11.069 5.278 -.056 10.822 48 B .566 - 11.097 5.831 -.057 11.39 49 15 P336 T -.769 -8.185 3.708 .086 7.829 50 B .885 -7.344 4.114 .079 7.824 51 15 P325 T -.769 -8.184 3.707 -.085 7.827 52 B .885 -7.342 4.114 -.079 7.822 53 15 P376 T -.868 -8.088 3.61 .087 7.691 54 B 1.083 -7.201 4.142 .077 7.799 55 15 P365 T -.869 -8.087 3.609 -.087 7.69 56 B 1.083 -7.2 4.142 -.077 7.798 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:49 PM Checked By: STRESSES - 41.58 - 49.38FT Plate Principal Stresses (Bv Combination) RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 21 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:49 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Siamalfksi 57 15 P356 T -.75 -7.836 3.543 .095 7.489 58 I B .866 -7.59 4.228 .083 8.058 59 15 P345 T -.751 -7.835 3.542 -.095 7.488 60 B .867 -7.589 4.228 -.083 8.057 61 15 P331 T 6.452 .687 2.882 1.552 6.137 62 B 5.52 -.698 3.109 1.557 5.9 63 15 P330 T 6.452 .687 -.698 2.882 3.109 1.589 1.584 6.137 64 T B 5.52 5.9 65 15 P351 T 5.75 .668 2.541 1.548 5.446 66 B 5.433 -.662 3.048 1.556 5.792 67 115 P350 T 5.749 .669 2.54 1.593 5.446 68 B 5.433 -.663 3.048 1.586 5.792 69 15 P371 T 5.654 .777 2.438 1.549 5.308 70 B 4.74 -.856 2.798 1.556 5.221 71 15 P370 T 5.654 .778 2.438 1.592 5.308 72 B 4.74 -.857 2.798 1.586 5.221 73 15 P332 T 5.206 .452 2.377 1.505 4.995 74 B 4.467 -:491 2.479 1.521 4.732 4.994 75 15 P329 T 5.205 .453 2.376 1.637 76 I B 4.467 -.492 2.479 1.62 4.732 77 781 15 P352 T 4.588 .418 2.085 1.491 4.394 B 4.371 -.451 2.411 1.515 4.613 4.393 79 15 P349 T 4.588 .42 2.084 1.65 80 B 4.37 -.451 2.411 1.627 4.613 4.243 81 15 P372 T 4.471 .5 1.985 1.493 82 B 3.766 -.597 2.182 1.514 4 097 83 15 P369 T 4.47 .502 1.984 1.648 4.242 84 B 3.765 -.598 2.182 1.627 4.097 4.238 85 15 P375 T -.702 -4.546 1.922 .169 86 B .952 -3.909 2.431 .126 4.462 87 15 P366 T -.702 -4.545 1.921 -.169 4.237 88 B .951 -3.908 2.43 -.126 4.461 89 15 P335 T -.583 -4.362 1.89 .175 4.102 90 B .787 - 3.806 2.297 .134 4.255 4.101 91 15 P326 T -.583 -4.361 1.889 -.175 92 B .786 -3.805 2.296 -.134 4.253 93 15 P355 T -.601 -4.336 1.867 .188 4.069 94 B .826 -4.008 2.417 .139 4.478 , 95 15 P346 T -.601 -4.335 1.867 -.188 4.068 96 B .825 -4.007 2.416 -.138 4.477 97 15 P333 T 2.876 .011 1.432 1.399 2.87 98 B 2.486 -.159 1.322 1.419 2 569 99 15 P328 T 2.875 .012 1.431 1.743 2.869 100 B 2.485 -.159 1.322 1.722 2.568 101 15 P353 T 2.434 -.055 1.245 1.36 2.462 102 B 2.382 -.123 1.252 1.394 2.446 103 15 P348 T 2.434 -.054 1.244 1.781 2.461 104 B 2.38 -.124 1.252 1.747 2.445 105 15 P373 T 2.278 -.02 1.149 1.358 2.288 106 B 1.946 -.186 1.066 1.381 2.045 107 15 P368 T 2.277 -.018 1.147 1.783 2.286 108 B 1.944 -.187 1.066 1.76 2.044 109 15 P374 T -.024 -1.296 .636 .59 1.284 110 B .631 -.933 .782 .363 1.362 111 15 P367 T -.024 -1.294 .635 -.59 1.283 112 B .628 -.933 .781 -.363 1.36 113 15 P354 T 1 .102 -1.202 .652 .661 1.256 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 22 LC Plate Label Loc Sjma1Fksil SJma2(ks Tau Maxfksi Analefradl Von Mises 114 B .664 -.807 .735 .442 1.275 1151 15 P347 T I .102 -1.2 .651 -.66 1.254 116 B .662 -.806 .734 -.442 1.273 1171 15 I P334 T .197 -1.008 .603 .732 1.12 1` 18 B .615 -.657 .636 .481 1.102 1191 15 P327 T I .196 -1.007 .601 -.732 1.118 120 B .613 -.657 .635 -.48 1.1 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:49 PM Checked By: Plate Principal Stresses (By Combination) (Continued) RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 23 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:51 PM Checked By: Plate Principal Stresses (BY Combination) STRESSES - 49.38 - 57.18FT LC Plate Label Loc Sinmal[ksil Siama2fksi Tau Max[ksi 1 115 P420 T 7 .998 - 17.175 9.087 .006 j 17.696 2 B -.93 - 17.139 8.105 .007 16.694 3 15 P401 T .997 - 17.175 9.086 -.005 17.695 4 B -.929 - 17.139 8.105 -.007 16.693 5 15 P400 T .971 - 17.125 9.048 .006 17.63 17.583 6 B -1.149 -18.13 8.49 .008 7 15 P381 T .97 - 17.124 9.047 -.006 17.629 8 B -1.148 - 18.129 8.49 -.008 17.583 9 15 P440 T 1.201 - 16.226 8.714 .006 16.859 10 B - 1.132 - 17.167 8.018 .008 16.63 16.858 11 15 P421 T 1.2 - 16.226 8.713 -.006 12 B I L - 1.131 - 17.167 8.018 -.008 16.63 13 15 P419 T I .569 - 16.253 8.411 .017 16.544 14 B -.49 - 16.004 7.757 .022 15.765 15 15 P402 T .567 - 16.252 8.409 -.017 16.542 16 B -.488 - 16.002 7.757 -.022 15.764 16.472 17 15 P399 T .566 - 16.182 8.374 .018 18 B -.717 - 16.916 8.1 .023 16.57 16.47 19 151 P382 T .564 - 16.181 8.373 -.018 20 B -.715 - 16.914 8.099 -.023 16.568 21 15 P439 T .737 - 15.392 8.065 .019 15.774 22 B -.654 - 16.041 7.693 .023 15.724 23 15 P422 T .735 - 15.392 8.063 -.019 15.772 24 B -.652 -16.039 7.693 -.023 15.723 14.395 25 15 P418 T -.093 - 14.441 7.174 .032 26 B .192 - 13.878 7.035 .037 13.975 27 15 P403 T -.096 -14.44 7.172 -.032 14.392 28 B .194 - 13.876 7.035 -.037 13.974 29 15 P398 T -.058 - 14.337 7.139 .034 14.308 30 B -.042 - 14.642 7.3 .039 14.621 31 115 P383 T -.06 - 14.335 7.138 -.034 14.305 32 B -.04 - 14.639 7.3 -.039 14,619 13.754 33 15 P438 T .018 - 13.745 6.882 .035 34 B .088 - 13.934 7.011 .039 13.978 35 115 P423 T .015 - 13.745 6.88 -.034 13.752 36 B .091 - 13.931 7.011 -.038 13.977 37 15 P417 T -.685 - 11.832 5.574 .053 11.505 38 B .809 - 11.024 5.916 .054 11.449 39 15 P404 T -.687 - 11.831 5.572 -.053 11.503 40 B .81 - 11.021 5.916 -.054 11.448 11.394 41 15 P397 T -.616 - 11.689 5.536 .056 42 B .586 -11.58 6.083 .056 11.885 43 15 P384 T -.618 - 11.688 5.535 -.056 11.391 44 B .588 - 11.578 6.083 -.056 11.883 45 15 P437 T -.633 - 11.353 5.36 .057 11.05 46 B ,768 - 11.108 5.938 .056 11.511 47 15 P424 T -.635 - 11.352 5.358 -.057 11.048 48 B .77 - 11.106 5.938 -.055 11.51 49 15 P416 T -.943 -8.608 3.833 .088 8.178 50 1 B 1.099 -7.762 4.43 .077 8.365 51 15 P405 T -.944 -8.607 3.832 -.088 8.176 52 B 1.099 -7.76 4.43 -.077 8.364 53 15 P396 T -.86 -8.432 3.786 .094 8.036 54 B .917 - 8.077 4.497 .081 8.572 55 15 P385 T I -.861 -8.43 3.785 -.093 8.034 56 B .917 -8.075 4.496 -.081 8.571 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 24 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:51 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Sigmal[ksil Sigma2[ksi Tau Max 57 15 P436 T -.934 -8.368 .093 7.942 58 7 B 1.105 _3.717 -7.886 4.495 .078 8.492 59 15 P425 T -.935 -8.367 3.716 -.092 7.941 60 B 1.105 -7.884 4.495 -.078 8.491 61 15 P391 T 5.456 .768 2.344 1.546 5.115 62 B 5.007 -.724 2.865 1.554 5.405 63 15 P390 T 5.455 .768 2.343 1.595 5.115 64 B 5.006 -.725 2.865 1.588 5.405 65 15 P411 T 5.227 .835 2.196 1.545 4.863 66 B 4.4 -.87 2.635 1.553 4.894 67 15 P410 T 5.227 .836 -.871 _._ 2.195 2.635 1.596 1.588 4.863 4.893 68 B 4.4 69 15 P415 T -.769 -5.071 2.151 .161 4.734 70 B .986 - 4.425 2.705 .121 4.991 71 15 P406 T -.769 -5.07 2.151 -.161 4.733 72 B -985 -4.424 2.704 -.121 4.99 73 15 P435 T -.782 -5.064 2.141 .165 4.722 74 B 1.012 -4.594 2.803 .121 5.175 75 15 P426 T -.781 -5.062 2.141 2.802 -.165 -.121 4.721 5.173 76 B 1.011 -4.593 77 i 15 P395 T -.693 -4.876 2.091 .175 4.569 78 B .876 -4.49 2_683 .131 4 986 79 ! 15 T P386 T B -.693 .875 -4.875 -4.489 2.091 2.682 -.174 -.131 4.568 4.985 80 81 15 P431 T 4.692 .843 1.925 1.542 4.333 82 B 4.116 -.878 2.497 1.551 4 617 83 15 P430 T 4.692 .844 1.924 1.6 4.332 84 B 4.115 -.878 2.497 1.59 4.617 85 15 P392 T 4.26 .484 1.888 1.481 4.039 86 B 3.938 -.495 2.216 1.505 4 207 87 15 P389 T 4.259 .486 1.887 1.66 4.038 88 B 3.937 -.496 2.216 1.636 4.207 89 15 P412 T 4.029 .532 1.748 1.478 3.791 90 B 3.406 -.604 2.005 1.503 3.744 91 15 P409 T 4.028 .534 1.747 1.663 3.789 92 B 3.405 -.605 2.005 1.638 3.744 93 15 P432 T 3.557 .528 1.515 1.463 3.325 94 B 3.137 -.606 1.872 1.495 3.48 95 15 P429 T 3.557 .53 1.513 1.678 3.324 96 B 3.135 - .608 1.872 1.646 3.479 97 15 P393 T 2.064 -.065 1.065 1.314 2.098 98 B 1.956 -.158 1.057 1.345 2.04 99 15 P388 T 2.064 -.063 1.063 1.827 2.096 100 B 1.954 -.159 1.057 1.796 2.038 101 15 P413 T 1.838 -.057 .947 1.294 1.867 102 B 1.574 -.208 .891 1.317 1.687 103 15 P408 T 1.837 -.054 .945 1.848 1.865 104 B 1.572 -.209 .891 1.824 1.686 105 15 P434 T -193 -1.888 .848 .42 1.799 106 B .653 -1.573 1.113 .277 1.982 107 15 P427 T -.192 -1.886 .847 -.419 1.798 108 B .65 -1.573 1.112 -.277 1.98 109 15 P414 T -.148 -1.718 .785 .458 1.649 110 B .636 -1.37 1.003 .299 1.775 111 15 P407 T -.148 -1.716 .784 -.457 1.648 112 B .633 -1.37 1.002 -.298 1.773 113 15 P433 T 1.511 -.101 .806 1.234 1.564 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 25 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:51 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label L 114 B 1.357 -.223 .79 1.267 1.481 115 15 P428 T 1.51 -.098 .804 1.908 1.562 116 B 1.354 -.225 .79 1.874 1.48 117 15 P394 T -.051 -1.562 .755 .523 1.537 118 B .643 - 1.229 .936 .35 1.647 119 15 P387 T -.051 -1.56 .755 -.522 1.535 120 B .64 -1.229 .935 -.349 1.645 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 26 LC Plate Label Loc Sigmal[ksi Sigma21.ksil Tau Max[ksi Anole[radl Von Mis 1 15 P460 T 1.032 - 16.907 8.969 .006 17.446 2 B -1.073 - 17.051 7.989 .008 16.54 3 15 P441 T 1.031 - 16.907 8.969 -.006 17.445 4 B -1.072 -17.05 7.989 -.008 16.54 5 15 P480 T 1.214 -16.05 8.632 .006 16.69 6 B - 1.214 -16.97 7.878 .008 16.397 7 15 ! P461 T 1.213 -16.05 8.631 -.006 16.689 8 B -1.212 - 16.969 7.878 -.008 16.396 9 15 P500 T 1.209 - 15.925 8.567 .006 16.563 10 B -1.094 - 16.167 7.536 .008 15.649 11 15 P481 T 1.207 - 15.925 8.566 -.006 16.562 12 B -1.093 - 16.166 7.537 -.008 15.648 13 15 1 P459 T .575 - 16.054 8.314 .018 16.349 14 B -.597 - 15.954 7.678 .023 15.664 15 15 P442 T I .572 - 16.053 8.312 -.018 16.346 16 B -.595 - 15.952 7.679 -.023 15.663 15.652 17 ! 15 P479 T .726 - 15.277 8.001 .019 18 B -.709 - 15.892 7.592 .023 15.55 15.651 19 ' 15 P462 T .723 - 15.276 8 -.019 20 B -.706 -15.89 7.592 -.023 15.549 21 15 P499 T .704 - 15.186 7.945 .019 15.55 22 B -.578 - 15.152 7.287 .023 14.871 23 15 P482 T 1 .7 - 15.186 7.943 -.019 15.548 24 B -.574 -15.15 7.288 -.023 14.871 25 15 P458 T ' -.13 - 14.367 7.119 .034 14.303 26 B .141 - 13.902 7.021 .038 13.973 27 ! 15 P443 T -.133 - 14.366 7.117 -.034 14.3 28 B .144 -13.9 7.022 -.038 13.972 29 ! 15 P478 T -.026 - 13.738 6.856 .036 13.725 30 B .074 - 13.878 6.976 .039 13.916 31 15 P463 T -.03 - 13.737 6.854 -.036 13.723 32 B .078 - 13.875 6.977 -.038 13.915 33 15 P498 T -.073 - 13.708 6.818 .035 13.672 34 B .218 - 13.258 6.738 .038 13.368 35 15 P483 T -.078 - 13.708 6.815 -.035 13.669 36 B .222 - 13.256 6.739 -.038 13.368 37 15 P457 T -.757 - 11.915 5.579 .055 11.555 38 B .812 - 11.149 5.98 .054 11.576 39 1 15 P444 T -.759 - 11.914 5.577 -.055 11.553 40 B .814 - 11.146 5.98 -.054 11.575 41 15 P497 T -.767 - 11.525 5.379 .056 11.162 42 B .932 - 10.727 5.83 .054 11.222 43 15 P484 T -.77 - 11.525 5.377 -.056 11.16 44 B .935 - 10.724 5.83 -.054 11.221 45 15 P477 T -.702 - 11.481 5.39 .058 11.146 46 B .789 - 11.179 5.984 .055 11.594 47 1 15 P464 T -.705 -11.48 5.388 -.058 11.144 48 B .792 - 11.177 5.984 -.055 11.593 49 15 P456 T -1.027 -8.852 3.913 .088 8.386 50 B 1.135 -8.003 4.569 .076 8.627 51 15 P445 T -1.028 -8.851 3.912 -.088 8.384 52 B 1.135 -8.002 4.568 -.076 8.626 53 15 P496 T -1.073 -8.754 3.841 .088 8.27 54 B 1.26 -7.846 4.553 .074 8.546 55 15 P485 T -1.074 -8.753 3.84 -.088 8.269 56 B 1.261 - 7.844 4.553 -.074 8.545 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:53 PM Checked By: STRESSES - 57.18 - 64.98FT Plate Principal Stresses (Bv Combination) RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 27 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:53 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Siam 57 15 P476 T -1.006 -8.633 3.813 .092 8.176 58 B 1.14 -8.102 4.621 .077 8.728 59 15 P465 T -1.008 -8.631 3.812 -.092 8.174 60 B 1.141 -8.1 4.621 -.076 8.727 61 15 P495 _ T -.894 -5.632 2.369 .145 5.242 62 B 1.116 -4.901 3.008 .11 5.543 63 15 P486 T -.893 -5.631 2.369 -.144 5.241 64 B 1.114 -4.9 3.007 -.11 5.542 65 15 P455 T -.842 -5.454 2.306 .153 5.085 66 B 1.025 -4.782 2.904 .116 5.368 67 68 15 P446 T -.842 -5.452 2.305 -.152 5.084 I B 1.024 -4.781 2.903 -.116 5.367 69 ! 15 P475 T -.84 -5.444 2.302 .155 5.077 70 B 1.039 -4.952 2.995 .115 5.545 71 15 P466 T -.839 -5.443 2.302 -.155 5.076 72 B 1.037 -4.951 2.994 -.115 5.543 73 15 P451 T 4.572 .894 1.839 1.541 4.197 74 B 3.789 -.896 2.343 1.55 4.308 75 15 P450 T 4.572 .895 1.839 1.601 4.197 76 B 3.788 -.897 2.343 1.591 4.308 77 15 P471 T 4.083 .895 1.594 1.536 3.717 78 B 3.443 -.914 2.179 1.548 3.98 79 15 P470 T 4.082 .896 1.593 1.605 3.716 80 B 3.443 -.915 2.179 1.594 3.98 81 15 P491 T 3.731 .927 1.402 1.533 3.365 82 B 2.967 -.967 1.967 1.546 3.551 83 15 P490 T 3.731 .928 1.401 1.608 3.365 84 B 2.967 -.968 1.967 1.596 3 551 85 15 P452 T 3.403 .565 1.419 1.457 3.159 86 B 2.823 -.624 1.723 1.488 3.181 3.157 3.181 87 15 P449 T 3.403 .568 1.417 1.724 1.685 1.654 88 B 2.822 -.626 89 15 P472 T 2.974 .558 1.208 1.436 2.738 90 B 2.5 -.64 1.57 1.476 2.874 91 15 P469 T 2.975 .562 1.206 1.705 2.737 92 B 2.498 -.643 1.571 1.665 2.874 93 15 P492 T 2.642 .58 1.031 1.419 2.405 94 B 2.083 -.68 1.381 1.466 2.493 95 15 P489 T 2.642 .583 1.029 1.722 2.404 96 B 2.082 -.683 1.382 1.675 2.494 97 15 P494 T -.327 -2.532 1.103 .292 2.386 98 B .656 -2.165 1.41 .211 2.557 99 15 P487 T -.325 -2.53 1.103 -.291 2.385 100 B .652 -2.166 1.409 -.211 2.555 101 15 P474 T -.272 -2.311 1.02 .336 2.188 102 B .638 -2.035 1.337 .233 2.418 2.187 2.416 103 15 P467 T -.27 .634 -2.309 -2.036 1.02 1.335 -.335 -.232 104 B 1 105 15 P454 T -.251 -2.151 .95 .362 2.037 106 B .638 -1.806 1.222 .25 2.196 2.036 107 15 P447 T -.25 -2.149 .95 -.361 108 B .635 -1.806 1.221 -.249 2.194 109 15 P453 T 1.317 1.096 -.112 -.263 .715 .68 1.183 1.206 1.377 1.249 110 B 7 111 15 P448 T 1.316 -.108 .712 1.958 1.374 112 B 1.094 -.265 .679 1.934 1.248 113 15 P473 T 1.048 -.175 .611 1.087 1.145 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 28 LC Plate Label Loc Sigmalfksil Siama2lksi Tau Max fksi nalelradl Von Mi 114 B .861 -.321 .591 1:117 1.058 115 15 P468 T 1.048 -.171 .609 2.054 1.143 116 B .857 -.323 .59 2,023 1.057 117 15 P493 T .805 -.23 .518 .974 .942 118 B .612 -.387 .499 1.006 .872 119 15 P488 T .805 -.225 .515 2.168 .939 120 B .608 _ -.388 .498 2.133 .87 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:53 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 29 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:55 PM Checked By: STRESSES - 64.98 - 72.78FT Plate Principal Stresses (Bv Combination) LC Plate Label Loc Siama1fksi iama2 k T 1 1 151 P520 T 1.195 - 15.881 8.538 .007 16.511 16.185 16.51 2 P501 B T - 1.269 1.193 - 16.782 - 15.881 7.757 8.537 .008 -.006 3 15 4 B -1.267 - 16.781 7.757 -.008 16.185 5 1 15 P540 T 1.18 - 15.694 8.437 .006 16.316 6 B -1.164 - 16.024 7.43 .008 15.475 7 1 151 P521 T 1.178 - 15.694 8.436 -.006 16.315 8 B -1.162 - 16.024 7.431 -.008 15.475 9 15 P560 T 1.362 - 14.954 8.158 .007 15.679 10 B - 1.183 - 15.833 7.325 .008 15.276 15.678 11 15 P541 T 1.36 - 14.954 8.157 -.007 12 B -1.181 - 15.833 7.326 -.008 15.276 13 ; 15 P519 T .696 - 15.168 7.932 .02 15.527 14 B -.748 -15.76 7.506 .023 15.399 15 ' 15 P502 T .692 - 15.169 7.93 -.02 15.526 16 B -.744 - 15.757 7.507 -.0 3 15.399 17 , 15 P539 T .667 - 15.022 7.844 .02 15.366 18 B -.634 -15.06 7.213 .023 14.754 19 1 15 P522 T .662 - 15.022 7.842 -.02 15.364 20 B -.63 - 15.059 7.214 -.023 14.754 21 , 15 P559 T .829 - 14.347 7.588 .021 14.779 22 B -.641 - 14.905 7.132 .024 14.595 23 151 P542 T .824 - 14.348 7.586 -.021 14.777 24 B -.636 - 14.903 7.133 -.023 14.595 13.702 25 15 P518 T -.072 - 13.738 6.833 .037 26 B .058 - 13.849 6.953 .039 13.878 27 151 P503 T -.076 - 13.738 6.831 -.037 13.7 28 B .063 - 13.845 6.954 -.039 13.877 29 15 P538 T -.119 - 13.664 6.773 .036 13.605 30 B .18 - 13.263 6.721 .038 13.354 13.603 31 151 P523 T -.124 - 13.664 6.77 -.036 32 B .185 -13.26 6.723 -.038 13.354 13.117 33 15 P558 T .012 -13.11 6.561 .038 34 B .189 - 13.172 6.681 .038 13.268 13.115 35 15 P543 T .006 - 13.112 6.559 -.038 36 B .196 - 13.169 6.682 -.038 13.267 11.259 37 15 P517 T -.752 - 11.616 5.432 .059 38 B .788 - 11.286 6.037 .055 11.7 39 15 P504 T -.756 - 11.615 5.43 -.059 11.257 40 B .791 - 11.284 6.037 -.055 11.699 41 15 P537 T -.81 - 11.631 5.411 .058 11.248 42 B .906 - 10.858 ' 5.882 .054 11.339 43 15 P524 T -.814 - 11.631 5.409 -.058 11.246 44 B .91 - 10.855 5.883 -.054 11.338 10.899 45 15 P557 T -.709 - 11.236 5.264 .06 46 B .924 - 10.853 5.889 .054 11.344 47 1 15 P544 T -.714 - 11.236 5.261 -.06 10.897 48 _ B .929 - 10.851 5.89 -.054 11.344 49 15 P536 T -1.1 -9.015 3.958 .088 8.519 50 B 1.234 - 8.117 4.676 .073 8.799 8.517 51 15 P525 T -1.102 -9.014 3.956 -.088 52 B 1.236 -8.115 4.675 -.073 8.798 53 15 P516 T -1.046 -8.907 3.93 .091 8.433 54 B 1.139 -8.361 4.75 .075 8.984 55 151 P505 T -1.047 -8.906 3.929 -.091 8.431 56 B 1.14 -8.359 4.749 -.075 8.983. RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 30 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:55 PM Checked By: Plate Principal Stresses (By Combination) (Continued) LC Plate Label Loc Siamalfksil Siama2fksi Tau Maxfks 57 + 15 P556 T -1.02 -8.794 3.887 .089 8.331 58 I B 1.245 - 8.212 4.729 .073 8.9 59 15 P545 T -1.022 -8.793 3.885 -.089 -.073 8.329 8.899 60 B 1.246 -8.21 4.728 61 15 P535 T B -.903 1.084 -6.032 -5.303 2.564 3.193 .136 .106 5.635 5.92 62 1 63 15 P526 T -.902 -6.031 2.564 -.136 5.634 64 B 1.082 -5.302 3.192 -.106 5.918 65 15 P555 T -.84 -5.983 2.571 .135 5.61 66 B 1.076 -5.498 3.287 .104 6.108 67 15 P546 T B -.838 -5.981 2.571 -.134 5.609 68 1.074 -5.498 3.286 -.103 6.106 69 15 P515 T -.863 -5.839 2.488 .144 5.459 70 B 1.026 -5.356 3.191 .11 5.935 71 ! 15 P506 T -.862 -5.837 2.488 -.144 5.458 72 B 1.024 -5.355 3.189 -.11 5.934 3.07 3.297 73 15 P511 T 3.421 .907 1.257 1.527 1.542 74 B 2.745 -.913 1.829 75 15 P510 T 3.421 .909 1.256 1.614 3.07 76 B 2.744 -.914 1.829 1.6 3.298 77 15 P554 T -.314 -3.129 1.407 .223 2.984 78 B .592 -2.948 1.77 .175 3.284 79 15 P547 T -.31 -3.126 1.408 -.223 2.983 80 B .587 -2.949 1.768 -.175 3.281 81 15 P534 T -.351 _ -3.027 1.338 .239 2.868 82 B .619 - 2.666 1,642 .187 3.023 83 15 P527 T -.347 -3.025 1.339 -.238 2.867 84 B .614 -2,666 1.64 -187 3.021 85 15 P530 T 3.004 .909 1.047 1.621 2.668 86 B 2.315 -.929 1.622 1.603 2.894 2.668 87 15 P531 T 3.004 .907 1.048 1.52 88 B 2.316 -.928 1.622 1.538 2.893 89 15 P514 T -.311 -2.772 1.231 .271 2.631 90 B .603 -2.548 1.576 .201 2.897 91 15 P507 T -.309 -2.77 1.231 -.271 2.63 92 B .599 -2.549 1.574 -.201 2.895 93 15 P551 T 2.6 .892 .854 1.509 2.288 94 B 1.882 -.944 1.413 1.533 2.493 95 15 P550 T B 2.6 1.882 .894 -.946 .853 1.414 1.631 1.609 2.288 2.493 96 97 15 P512 T 2.353 .56 .896 1.389 2.129 98 B 1.837 -.657 1.247 1.446 2.239 99 15 P509 T 2.353 .564 .895 1.752 2.128 100 B 1.835 -.661 1.248 1.695 2.24 101 15 P532 T 1.971 .55 .711 1.347 1.762 102 B 1.464 -.673 1.069 1.427 1.893 103 15 P529 T 1.971 .554 .709 1.794 1.761 104 B 1.463 -.677 1.07 1.714 1.895 105 15 P549 T 1.641 .536 .552 1.86 1.449 106 B 1.066 -.71 .888 1.749 1.548 107 15 P552 T 1.639 .531 .554 1.281 1.449 108 B 1.069 -.706 .887 1.392 1.547 109 15 P553 T .41 -.68 .545 .533 .954 110 B .164 -.916 .54 .551 1.009 111 15 P548 T .414 -.675 .545 -.531 .952 112 B .158 -.919 .538 -.552 1.007 113 15 P513 T .655 -.351 .503 .832 .884 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 31 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:55 PM Checked By: Plate Principal Stresses (By Combination) (Continued) LC Plate Label Loc Siomalfksil Siama2lksi Tau Maxfksi Analefradl Von Mi 114 B 44 -.535 .488 .85 .846 115 ' 15 P508 T .656 -.346 .501 2.311 .881 116 B .435 -.537 .486 2.29 .844 117 15 P533 T .478 -.522 .5 .659 .866 118 B .296 -.665 .48 .705 .852 119 15 P528 T .48 -.517 .499 -.656 .864 120 B .291 -.666 .478 -.707 .849 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 32 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:57 PM Checked By: STRESSES - 72.78 - 80.59FT Plate Principal Stresses (Bv Combination) LC Plate Label Loc SiQmal[ksi SiQma2lksi Tau Max 1 115 P580 T 1 1.022 - 16.335 8.678 .007 -1 16.869 2 1 B -1.165 -16.68 7.758 .008 16.129 3 115 P561 T 1 1.021 - 16.335 8.678 -.007 16.869 4 B -1.163 - 16.679 7.758 -.008 16.129 5 15 P600 T 1.189 - 15.594 8.391 .007 16.221 6 B -1.146 - 16.434 7.644 .008 15.893 7 15 P581 T 1.188 - 15.594 8.391 -.007 16.22 8 B -1.144 - 16.434 7.645 -.008 15.893 9 15 P601 T 1.141 - 15.385 8.263 -.007 15.986 10 B -1.007 - 15.684 7.338 -.007 15.206 11 115 P620 T 1.142 - 15.384 8.263 .007 15.986 12 B -1.008 - 15.685 7.338 .008 15.206 13 15 P579 T .541 - 15.682 8.112 .022 15.96 14 B -.66 - 15.745 7.542 .023 15.425 15 15 P562 T .537 - 15.683 8.11 -.021 15.958 16 B -.656 - 15.744 7.544 -,023 15.426 17 15 ! P599 T .696 - 15.002 7.849 .022 15.362 18 B -.64 - 15.542 7.451 .023 15.233 19 ' 15 P582 T .692 - 15.004 7.848 -.022 15.362 20 B -.635 - 15.541 7.453 -.023 15.233 21 ' 15 ' P619 T .649 - 14.836 7.743 .022 15.171 22 B -.506 - 14.847 7.17 .022 14.6 23 1 15 I P602 T .646 - 14.836 7.741 -.022 15.17 24 B -.502 - 14.847 7.172 -.022 14.602 25 15 P578 T -.188 - 14.354 7.083 .038 14.261 26 B .112 - 13.993 7.052 .038 14.049 14.259 27 15 P563 T -.194 - 14.355 7.08 -.038 28 1 B .118 - 13.991 7.054 -.038 14.05 29 15 P598 T -.052 - 13.789 6.869 .039 13.764 30 B .132 - 13.868 7 .038 13.934 31 15 P583 T -.058 - 13.792 6.867 -.039 13.763 32 1 B .139 - 13.865 7.002 -.037 13.935 33 15 P618 T I -.094 - 13.696 6.801 .039 13.65 34 B .254 - 13.279 6.767 .037 13.408 35 15 ' P603 T -.101 - 13.698 6.799 -.038 13.648 36 B .261 - 13.278 6.769 -.037 13.41 37 15 P577 T -.816 - 12.347 5.766 .059 11.96 38 1 B .796 - 11.631 6.213 .054 12.048 39 15 P564 T -.821 - 12.348 5.763 -.059 11.958 40 B .801 - 11.628 6.214 -.054 12.048 41 1 15 P597 T -.697 - 11.935 5.619 .06 11.603 42 B .807 - 11.608 6.207 .053 12.032 43 15 P584 T -.703 - 11.936 5.616 -.06 11.6 44 B .813 - 11.605 6.209 -.053 12.033 45 ' 15 i P617 T -.728 - 11.935 5.604 .059 11.588 46 B .906 - 11.168 6.037 .052 11.648 47 15 P604 T -.736 - 11.938 5.601 -.059 11.587 48 B .914 - 11.165 6.04 -.052 11.649 49 1 15 P576 T -1.053 -9.742 4.344 .086 9.261 50 B 1 1.098 -8.91 5.004 .073 9.507 51 151 P565 T I -1.056 -9.741 4.343 -.086 9.259 52 B 1.1 -8.908 5.004 -.073 9.506 53 ' 15 P616 T -.964 -9.604 4.32 .084 9.161 54 B 1.159 -8.737 4.948 .071 9.37 55 ! 15 P605 T -.968 -9.605 4.318 -.084 9.159 56 B 1.163 - 8.734 4.948 -.071 9.37 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 33 LC Plate Label Loc Siama1[ksi1 Siama2[ksi Tau Max fksi 57 15 P596 T -.948 -9.5 4.276 5.048 .087 .072 9.063 9.597 58 B 1.09 -9.005 59 15 P585 T -.951 -9.499 4.274 -.087 9.061 60 B 1.093 -9.003 5.048 -.072 9.596 61 15 P615 T -.752 -6.894 3.071 .117 6.55 62 B .966 - 6.207 3.586 .1 6.742 63 15 P606 T -.75 -6.891 3.071 -.117 6.548 64 B .962 -6.206 3.584 -.1 6.739 65 15 P575 T -.837 -6.752 2.958 .125 6.375 66 B .955 -6.084 3.52 .104 6.614 67 15 P566 T -.835 -6.75 2.957 -.125 6.374 68 B .953 -6.083 3.518 -.104 6.611 69 15 P595 T -.748 -6.682 2.967 .124 6.342 70 B .925 -6.298 3.612 .102 6.808 71 15 P586 T -.745 -6.68 -6.297 2.967 3.609 -.124 -.101 6.34 6.805 72 B F .922 73 15 P614 T -.272 .514 -4.123 -3.79 1.925 2.152 .167 .155 3.994 4,072 3.992 4.067 3.689 3.984 74 B 7 75 15 P607 T -.266 -4.118 -3.79 1.926 2.148 -.167 -.155 76 B .506 77 15 P594 T -.259 -3.812 1.776 .188 78 B .489 -3.717 2.103 .161 79 ! 15 P587 T -.254 -3.808 1.777 -.187 3.688 r8O B .483 -3.717 2.1 -.16 3,98 81 15 P574 T -.319 -3.721 1.701 .197 3.572 82 B .535 -3,4 1.967 .171 3 697 83 15 P567 T -.314 -3.718 1.702 -.196 3.571 84 B .529 -3.4 1.965 -17 3 693 85 15 P570 T 2.309 .813 .748 1.645 2.028 86 B 1.73 -.805 1.267 1.617 2.243 87 15 P571 T 2.308 .811 .749 1.496 2.028 88 B 1,73 -.803 1.267 1.524 2.243 89 15 P613 T .262 -1.661 .961 .271 1.806 90 B .061 -1.738 .9 .316 1.769 91 15 P608 T .268 -1.656 .962 -.269 1.805 92 B .054 -1.737 .895 -.316 1.765 93 15 P590 T 1.897 .782 .557 1.67 1.651 94 B 1.23 -.819 1.024 1.629 1.786 95 15 P591 T 1.896 .78 .558 1.47 1.651 96 B 1.23 -.818 1.024 1.512 1.785 1.468 97 15 _ P593 T ! .32 -1.282 .801 .345 98 B .057 -1.549 .803 .364 1.578 99 15 P588 T .325 -1.276 .801 -.344 1.466 100 B .049 -1.55 .8 -.364 1.575 101 15 P573 T .328 -1.074 .701 .409 1.27 102 B .145 -1.193 .669 .453 1.271 103 15 P568 T .332 -1.07 .701 -.407 1.269 104 B .138 -1.193 .665 -.453 1.268 105 15 P572 T 1.337 .428 .455 1.173 1.183 106 B .88 -.633 .757 1.338 1.317 107 15 P569 T 1.338 .433 .453 1.969 1.183 108 B .88 -.637 .758 1.802 1.319 109 15 P610 T 1.359 .724 .317 1.742 1.645 1.178 1.406 110 B .864 -.759 .811 111 15 P611 T 1.358 .722 .318 1.397 1.177 112 B .864 -.758 .811 1.496 1.406 .933 113 15 P589 T 1.058 .353 .352 2.149 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:57 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) R 1SA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 34 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:57 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Si ma ksi_] Sigma2Lks1 Tau Max[ksi Anolefradl Von Misesfk 114 1 B .446 -.697 .571 1.896 .997 115 15 P592 T 1.056 .347 .354 .993 .932 116 B .448 -.693 .571 1.244 .996 117 1 15 1 P609 T .763 .11 .326 -.642 .714 118 B .181 -.698 .44 2.023 .804 119 15 P612 T .761 .106 .327 .644 .714 120 B .182 -.696 .439 1.116 .802 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 35 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:58 PM Checked By: STRESSES - 80.59 - 88.39FT Plate Principal Stresses (Bv Combination) LC Plate Label Loc Siamalfksi Siama2fksi T 1 15 P640 T 1.04 - 15.501 8.271 .007 16.047 2 B -1.114 - 16.313 7.6 .007 15.785 _ 16.046 3 151 P621 T 1.039 - 15.501 8.27 -.007 4 B -1.113 - 16.313 7.6 -.007 15.786 5 15 P660 T .998 - 15.308 8.153 .007 15.831 6 B -.922 - 15.558 7.318 .007 15.118 7 15 P641 T .998 - 15.308 8.153 -.007 15.831 8 B -.922 - 15.557 7.318 -.007 15.118 9 15 P622 T .577 - 14.961 7.769 -.023 15.258 10 B -.634 - 15.487 7.427 -.022 15.18 11 15 P639 T .581 - 14.959 7.77 .023 15.258 12 B -.637 - 15.488 7.426 .022 15.18 13 15 P680 T 1.007 - 14.584 7.795 .008 15.112 14 B -.987 -15.37 7.191 .007 14.901 15 1151 P661 T 1.005 - 14.583 7.794 -.007 15.11 16 B -.986 - 15.369 7.192 -.007 14.901 15.085 17 15 P659 T .547 - 14.804 7.675 .022 18 B -.46 - 14.783 7.161 .021 14.558 15.083 19 151 P642 T .544 - 14.804 7.674 -.022 20 B -.457 - 14.783 7.163 -.021 14.56 21 15 P679 T .572 - 14.116 7.344 .023 14.411 22 B -.541 - 14.638 7.049 .021 14.375 23 15 P662 T .567 - 14.118 7.343 -.023 14.41 24 B -.536 - 14.635 7.949 -.021 14.374 13.782 25 15 P623 T -.116 -13.84 6.862 -.04 26 B .092 - 13.933 7.012 -.037 13.979 27 15 P638 T -.109 - 13.835 6.863 .04 13.781 28 B .084 - 13.935 7.009 .037 13.977 29 15 P658 T -.126 - 13.745 6.81 .039 13.683 30 B .232 - 13.329 6.78 .036 13.446 13.682 31 115 P643 T -.133 - 13.748 6.808 -.039 32 B .239 - 13.329 6.784 -.036 13.45 33 115 P663 T -.082 - 13.141 6.529 -.04 13.1 34 B .135 - 13.256 6.696 -.035 13.324 35 15 P678 T -.074 - 13.135 6.53 .04 13.098 36 B .127 - 13.257 6.692 .035 13.321 37 1 151 P637 T -.687 - 12.098 5.706 .06 11.77 38 B .705 - 11.828 6.267 .052 12.196 11.769 39 15 P624 T -.695 - 12.101 5.703 -.06 40 B .713 - 11.827 6.27 -.052 12.199 11.769 41 15 P644 T -.693 -12.1 5.704 -.059 42 B .823 - 11.362 6.092 -.051 11.795 43 15 P657 T 1 -.684 - 12.095 5.705 .059 11.767 44 B .814 - 11.363 6.088 .051 11.791 45 15 P664 T -.613 - 11.606 5.497 -.06 11.312 46 B .694 - 11.391 6.042 -.05 11.753 47 15 P677 T -.604 - 11.599 5.497 .06 11.309 48 B .686 - 11.388 6.037 .05 11.746 49 1 15 P656 T -.867 -9.899 4.516 .082 9.495 50 B 1.023 -9.088 5.055 .071 9.64 51 151 P645 T -.872 -9.901 4.514 -.081 9.495 52 B 1.027 -9.086 5.056 -.07 9.641 53 151 P636 T 1 -.885 -9.794 4.455 .085 9.384 54 B .951 -9.389 5.17 .071 9.899 55 15 P625 T -.889 -9.795 4.453 -.085 9.382 56 B .955 -9.388 5.171 -.071 9.9 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 36 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:58 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Sigmal[ksil Sigma2[ksi Tau Max n efradl Von Mis 57 1 15 P665 T -.772 -9.549 4.388 -.083 9.187 58 B T .884 -.768 -9.232 -9.546 5.058 4.389 -.069 .083 9.704 9.187 59 115 P676 _ 60 B .88 -9.232 5.056 .07 9.702 61 151 P655 T -.649 -7.34 3.346 .11 7.038 62 B .83 -6.706 3.768 .099 7.158 63 15 P646 T -.646 -7.336 3.345 -.109 7.035 64 B .827 -6.704 3.765 -.098 7.153 65 15 P675 T -.548 -7.153 3.303 .11 6.896 66 B .693 -6.976 3.835 .097 7.347 67 15 P666 T -.547 -7.148 3.301 -.109 6.891 68 B .69 -6.973 3.831 -.096 7.342 69 15 P635 T -.666 -7.116 3.225 .117 6.808 70 B .784 -6.834 3.809 .099 7.258 71 15 P626 T -.663 -7.112 3.225 -.116 6.805 72 B .781 -6.833 3.807 - 099 7.255 73 15 P674 T -.137 -4.712 2.287 .143 4.645 74 B .313 -4.801 2.557 .137 4.965 4.639 75 15 P667 T -.13 -4.703 2.286 -.142 76 B .305 - 4.797 _ 2.551 -.137 4.956 4.623 77 15 P654 T -.215 -4.727 2.256 .146 78 B .426 -4.413 2.42 .145 4 641 79 15 P647 T -.207 -4.719 2.256 -.146 4.619 80 B .417 -4.411 2.414 -.144 4.634 81 15 P634 T -.21 -4.381 2.086 .162 4.28 82 B .388 -4.377 2.382 .148 4.583 83 15 P627 T -.202 -4.375 2.086 -.161 4.277 84 B .379 -4.376 2.378 -.148 4.578 85 15 P673 T .259 -2.544 1.402 .185 2.683 86 B -.059 -2.903 1.422 .207 2.874 87 15 P668 T .269 -2.535 1.402 -.185 2.68 88 B -.069 -2.903 1.417 -.207 2.869 89 115 P653 T .224 -2.399 1.312 .2 2.519 90 B .024 -2.428 1.226 .24 2.44 91 15 P648 T .231 -2.393 1.312 -.2 2.516 92 B .015 -2.427 1.221 -.24 2.435 93 15 P633 T .274 -1.95 1.112 .244 2.1 94 B -.015 -2.26 1.123 .264 2.253 95 15 P628 T .281 -1.943 1.112 -.243 2.098 96 B -.023 -2261 1-119 -.265 2.25 97 15 P669 T .532 -.91 .721 -.233 1.263 98 B -.331 -1.494 .582 -.352 1.359 99 15 P672 T .526 -.915 .72 .235 1.262 100 B -.323 -1.492 .584 .353 1.359 101 15 P649 T .542 -.652 .597 -.288 1.036 102 B -.206 -1.021 .407 -.573 .935 103 15 P652 T .539 -.654 .596 .29 1.034 104 B -.203 -1.02 .409 .57 .936 105 15 P631 T 1.032 .652 .19 1.246 .904 106 B .379 -.715 .547 1.451 .962 107 15 P630 T 1.031 .654 .188 1.892 .903 108 B .378 -.716 .547 1.689 .962 109 15 P632 T .67 -.155 .412 .469 .759 110 B -.134 -.878 .372 .798 .819 111 15 P629 T .672 -.15 .411 -.467 .758 112 B -.139 -.879 .37 2.341 .818 113 15 P670 T .613 -.002 .307 -.184 .614 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3dJ Page 37 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:58 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate L 114 B -.467 -.73 .132 2.327 .64 115 151 P671 T .612 -.002 .307 .189 .613 116 B -.464 -.73 .133 .811 .64 117 15I P651 T .652 .323 .165 .378 .565 118 B .051 -.634 .342 1.376 .661 119 151 P650 T .652 .325 .163 -.372 .565 120 B .049 -.635 .342 1.764 .661 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 38 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:00 PM Checked By: Plate Principal Stresses (By Combination) LC Plate Label Loc Siamalfksil STRESSES - 88.39 - 96.19FT Siama2fksi Tau Max 1 15 P700 T .881 - 14.457 7.669 .008 14.917 2 B -.814 - 14.618 6.902 .007 14228 3 15 P681 T .878 - 14.457 7.667 -.007 14.915 4 B -.811 - 14.615 6.902 -.007 14.227 5 15 P699 T .469 - 14.019 7.244 .023 14.259 6 B -.393 - 13.928 6.767 .02 13.735 7 15 P682 T .462 - 14.018 7.24 -.023 14.254 8 B -.385 - 13.925 6.77 -.02 13.737 9 15 P720 T I .863 - 13.735 7.299 .008 14.186 10 B -.881 - 14.498 6.809 .006 14.078 11 151 P701 T .856 - 13.734 7.295 -.008 14.181 12 B -.873 - 14.494 6.811 -.006 14.078 13 15I P740 T .806 - 13.707 7.257 .008 14.127 14 B -.555 - 13.707 6.576 .006 13.438 15 15 P721 T .791 - 13.715 7.253 -.007 14.127 16 B -.539 - 13.701 6.581 -.006 13.44 13.565 17 15 P719 T .485 - 13.317 6.901 .024 18 B -.491 - 13.851 6.68 .019 13.612 19 115 ! P702 T .47 -13.32 6.895 -.024 13.561 20 B -.475 - 13.843 6.684 - 019 13.611 13.548 21 15 ! P739 T .463 - 13.311 6.887 .023 22 B -.212 - 13.095 6.442 .018 12.991 23 15 P722 T .438 - 13.318 6.878 -.023 13.542 24 1 B -.186 - 13.092 6,453 -.018 13 25 15 P683 T -.148 - 13.091 6.471 -.04 13.017 26 B .242 - 12.635 6.439 -.034 12.758 27 ' 15 P698 T -.141 - 13.086 6.473 .04 13.016 28 B .235 - 12.633 6.434 .034 12.752 29 15 P723 T -.067 - 12.472 6.202 -.039 12.438 30 B .319 - 11.949 6.134 -.032 12.112 31 15 P738 T -.062 - 12.467 6.202 .039 12.436 32 B .315 - 11.944 6.129 .032 12.105 33 15 P703 T -.089 - 12.447 6.179 -.041 12.403 34 B .104 - 12.622 6.363 -.033 12.675 35 15 P718 T -.082 - 12.439 6.178 .041 12.398 36 B .098 - 12.622 6.36 .033 12.671 37 15 P684 T -.638 -11.63 5.496 -.058 11.324 38 B .755 - 10.893 5.824 -.05 11.289 39 15 P697 T -.633 - 11.621 5.494 .058 11.318 40 B .75 - 10.889 5.819 .05 11.283 41 ' 15 P724 T -.471 - 11.152 5.34 -.057 10.924 42 B .724 - 10.407 5.566 -.048 10.787 43 1 151 P737 T -.482 - 11.145 5.331 .057 10.912 44 B .737 - 10.396 5.566 .049 10.783 45 15 P704 T -.533 - 11.073 5.27 -.06 10.817 46 B .576 - 10.973 5.775 -.049 11.272 47 15 ' P717 T -.534 - 11.065 5.266 .06 10.808 48 B .578 - 10.964 5.771 .049 11.264 49 15 , P685 T -.773 -9.672 4.449 -.079 9.309 50 B .915 -8.882 4.899 -.07 9.373 9.307 51 15 , P696 T I -.77 -9.668 4.449 .08 52 1 B .912 - 8.881 4.897 .07 9.371 53 15 1 P725 T -.575 -9.409 4.417 -.076 9.135 54 B .83 -8.64 4.735 -.069 9.083 55 15 ' P736 T -.58 -9.405 4.413 .077 9.129 56 B .836 -8.634 4.735 .069 9.081 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 39 LC Plate Label Loc Si 57 15 P705 T ! -.646 -9.242 4.298 -.081 8.936 58 B .722 -9.072 4.897 -.069 9.453 59 15 P716 T -.646 B .723 -9.239 -9.067 4.296 4.895 .081 .069 8.933 9.45 60 61 15 P735 T -.37 .625 -7.415 -6.823 3.523 3.724 .097 .096 7.237 7.156 62 B 7 63 15 P726 T -.38 -7.411 3.515 -.097 7.228 64 B .635 -6.814 3.724 -.096 7.153 65 15 P695 T -.548 _ -7.398 3.425 .103 7.14 66 B .716 -6.789 3.752 .097 7.174 67 15 P686 T -.549 -7.392 3.422 -.103 7.134 68 B .715 - 6.784 3.75 -.097 7.168 69 15 P715 T -.424 -7.129 3.352 .104 6.926 70 B .535 -7.098 3.817 .095 7.38 71 15 P706 T -.429 -7.123 3.347 -.104 6.918 72 B .539 -7.091 3.815 -.095 7.375 73 15 P734 T -.056 -5.426 2.685 .116 5.398 5.247 74 B .305 -5.088 2.696 .13 75 15 P727 T -.067 -5.417 2.675 -.116 5.384 76 B .317 -5.073 2.695 -.129 5.239 77 15 P694 T -.16 -5.091 2.466 .13 5.013 78 B .351 - -4.773 2.562 .136 4.958 79 15 P687 T -.155 -5.08 2.462 -.129 5.004 80 B .345 -4.766 2.556 -.136 4.948 81 15 P714 T -.066 -4.998 2.466 .128 4.965 82 B .205 -5, _ 03 2.704 .13 5.308 4.954 83 15 P707 T -.068 -4.987 2.46 -.128 84 B .206 -5.192 2.699 -.129 5.298 3.789 85 15 P733 T .186 -3.693 1.939 .129 86 B .04 -3.569 1.805 .165 3.589 87 15 P728 T .194 -3.686 1.94 -.129 3.786 88 B .029 -3.561 1.795 -.163 3.576 89 15 P713 T .24 -3.126 1.683 .15 3.252 90 B -.093 -3.539 1.723 .171 3.493 91 15 P708 T .25 -3.115 1.683 -.151 3.247 92 B -.104 -3.537 1.717 -.171 3.486 93 ! 15 P693 T B .196 .005 -3.046 -3.013 1.621 1.509 .157 .195 3.149 3.015 3.147 94 95 15 P688 T .204 -3.04 1.622 -.157 96 B -.005 - 3.008 1.502 -.195 3.006 97 15 P729 T .338 -2.412 1.375 -.118 2.598 98 B -.183 -2.421 1.119 -.175 2.334 99 15 P732 T .31 -2.42 1.365 .119 2.589 100 B -.154 - 2.415 1.131 .174 2.342 101 15 P709 T .433 -1.726 1.079 -.152 1.978 102 B -.33 -2.284 .977 -.201 2.138 1.974 103 15 P712 T .415 -1.733 1.074 .153 104 B -.311 -2.278 .983 .202 2.139 105 15 P730 T .37 -1.733 1.051 -.053 1.944 106 B -.31 -1.773 .732 -.094 1.641 107 15 P731 T .354 -1.738 1.046 .054 1.939 108 B -.294 - 1.767 .737 .091 1.64 109 15 P689 T .427 -1.516 .971 -.169 1.769 110 B -.257 -1.685 .714 -.28 1.572 111 15 P692 T .417 -1.518 .967 .17 1.763 112 B -.247 -1.683 .718 .279 1.574 113 15 P710 T .481 -.972 .726 -.076 1.282 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:00 PM Checked By: Plate Principal Stresses (By Combination) (Continued) RISA -3D Version 10.0.1 [C:\ XFER \410- 013 \ENGINEERING \410 -013 - Full model.r3d] Page 40 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:00 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Sigmal[ksi Si ima2[ksil Tau Max[ksi A l Von Mises[ksi 114 B -.477 -1.565 .544 -.126 1.389 1151 15 P711 T .472 -.973 .723 .079 1.276 116 B -.468 - 1.561 .547 .124 1.387 117 15 P690 T .496 -.68 .588 -.094 1.023 118 B -.439 -.911 .236 -.299 .789 119 15 P691 T .492 -.681 .586 .096 1.02 120 B -.434 -.908 .237 .298 .787 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 41 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:02 PM Checked By: Plate Principal Stresses (Bv Combination) STRESSES - 96.19- 103.99FT LC Plate Label Loc Siamal lksi Sioma2 T 1 15 P760 T 534 - 14.673 7.604 .008 14.948 2 B -.711 -15.32 7.305 _ _ .006 14,977 3 15 P741 T .514 -14.68 7.597 -.008 14.944 4 B -.689 - 15.316 7.314 -.006 14.984 5 15 P761 T .447 - 14.689 7.568 -.007 14.917 6 B -.323 - 14.517 7.097 -.005 14.358 7 115 P780 T .467 - 14.672 7.57 .007 14.911 8 B -.343 - 14.516 7.086 .005 14.347 9 15 P759 T .287 -14.2 7.244 .023 14.346 10 B -.451 - 14.698 7.123 .018 14.477 11 15 P742 T .253 - 14.215 7.234 -.023 14.343 12 B -.416 - 14.689 7.136 -.018 14.485 13 15 P762 T .238 - 14.216 7.227 -.021 14.337 14 B -.117 - 13.916 6.9 -.016 13.858 15 15 P779 T .28 - 14.193 7.236 .022 14.335 16 B -.164 - 13.917 6.877 .016 13.836 14.177 17 15 P781 T .424 -13.96 7.192 -.007 18 B -.392 - 14.522 7.065 -.004 14.33 19 15 P800 T .407 - 13.955 7.181 .007 14.163 20 B -.371 - 14.505 7.067 .004 14.323 21 15 P782 T .265 - 13.461 6.863 -.021 13.596 22 I B -.233 - 13.935 6.851 -.015 13.82 23 15 P799 T .338 - 13.413 6.875 .021 13.585 24 B -.293 -13.93 6.819 .015 13.786 25 15 P763 T -.084 - 13.265 6.59 -.037 13.223 26 B .21 - 12.775 6.493 -.03 12.882 27 15 P778 T -.07 - 13.257 6.594 .037 13.223 28 8 1 .19 - 12.774 6.482 .031 12.871 29 15 P743 T -.121 - 13.258 6.569 -.039 13.198 30 8 -.018 - 13.499 6.741 -.032 13.49 31 15 P758 T -.113 - 13.249 6.568 .04 13.193 32 B -.024 - 13.498 6.737 .032 13.486 33 15 P783 T .011 - 12.503 6.257 -.037 12.508 34 B .027 -12.83 6.429 -.029 12.844 35 151 P798 T .061 - 12.476 6.269 .038 12.507 36 B -.004 - 12.832 6.414 .03 12.83 37 15 P764 T -.338 - 11.874 5.768 -.055 11.709 38 B .477 - 11.244 5.86 -.048 11.49 39 1 15 P777 T -.378 - 11.884 5.753 .055 11.699 40 I B .522 - 11.231 5.876 .049 11.501 41 15 P744 T -.415 - 11.821 5.703 -.058 11.62 42 8 .319 - 11.878 6.098 -.049 12.04 11.608 43 15 P757 T -.438 - 11.821 5.691 .058 44 B .344 - 11.862 6.103 .049 12.038 45 15 P797 T -.261 -11.19 5.465 .057 11.062 46 B .322 - 11.356 5.839 .048 11.521 47 15 P784 T 1 -.184 - 11.148 5.482 -.056 11.057 48 B 1 .24 - 11.367 5.804 -.047 11.489 49 15 P765 T -.386 - 10.138 4.876 -.074 9.95 50 B .55 -9.502 5.026 -.071 9.789 51 15 P776 T -.42 - 10.147 4.864 .075 9.944 52 B .585 -9.491 5.038 .07 9.797 53 15 P745 T -.466 -9.985 4.76 -.078 9.76 54 B .426 - 10.006 5.216 -.07 10.225 55 15 P756 T -.481 -9.985 4.752 .079 9.754 56 B .443 -9.995 5.219 .07 10.224 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 42 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:02 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc SiQma1fksil Sigma2fksi Tau M 57 15 58 L P796 T -.246 -9.546 4.65 .076 9.426 .332 -9.732 5.032 .069 9.902 59 15 P785 T -.214 -9.524 4.655 -.076 9.419 60 B .297 -9.735 5.016 -.07 9.887 61 15 P775 T -.198 -8.221 _ 4.011 .094 8.124 62 B .385 -7.736 4.06 .097 7.935 63 15 P766 T -.236 -8.233 3.998 -.094 8.117 64 B .426 -7.725 4.075 -.097 7.947 65 15 P755 - T -.257 _ -7.932 _ 3.837 .1 7.806 66 B .279 -8.077 4.178 .095 8.22 67 15 P746 T -.279 -7.931 3.826 -.099 7.795 68 B .301 -8.065 4.183 -.095 8.22 69 15 P786 T -.09 -7.803 3.856 -.096 7.758 70 B .217 -8.094 4.155 -.095 8.204 71 15 P795 T -.057 -7.777 3.86 .096 7.749 72 B _ .178 -8.092 4,135 .094 8.182 73 15 P774 T .019 -6.39 3.205 .11 6.4 74 B .185 -6.08 3.132 .125 6.174 6.386 75 15 P767 T -.023 -6.397 3.187 -.11 76 B .228 -6.06 3.144 -.123 6.177 77 15 P794 T .161 -6.14 3.15 .112 6.222 78 B -.019 -6.6 3.29 118 6 59 79 15 P787 T .08 -6.179 3.129 -.112 6.219 80 B .063 -6,583 3.323 -.116 6.615 5.927 81 15 P754 T .011 -5.922 2.967 .119 82 B .062 -6.24 3.151 .124 6.271 83 15 P747 T -.012 -5.919 2.953 -.119 5.913 84 B .086 -6.22 3.153 -.123 6.264 4.939 85 15 P793 T .146 -4.864 2.505 .117 86 B -.034 -5.321 2.643 .126 5.304 87 15 P788 T .195 -4.827 2.511 -.115 4.927 88 B -072 -5.312 2.62 -.123 5.277 89 15 P773 T .111 -4.858 2.485 .116 4.915 90 B .08 -4.645 2.363 .14 4.685 91 15 P768 T .128 -4.845 2.486 -.115 4.91 92 B .054 -4.637 2.345 -.139 4.664 93 15 P753 T .182 -4.204 2.193 .131 4.297 94 B -.093 -4.632 2.269 .145 4.586 95 15 P748 T .193 -4.19 2.192 -.131 4.29 96 B -.106 -4.628 2.261 -.144 4.576 97 15 P792 T .147 -3.918 2.033 .093 3.994 98 B - .104 -4.383 2.14 .098 4.332 99 15 P789 T .227 -3.862 2.044 -.092 3.981 100 B -.168 -4.379 2.106 -.102 4.298 101 15 P772 T .144 -3.749 1.947 .098 3.823 102 B -.026 -3.58 1.777 .121 3.567 3.818 103 15 P769 T .189 -3.72 1.954 -.096 104 B -.078 -3.578 1.75 -.123 3.54 105 15 P791 T .239 -3.361 1.8 .036 3.486 106 B -.251 - 3.896 1.822 .039 3.776 107 15 P790 T .225 -3.354 1.79 -.037 3.472 108 B -.233 - 3.879 1.823 -.039 3.768 109 15 P771 T .182 -3.146 1.664 .039 3.241 110 B -.15 -3.011 1.431 .05 2.939 111 15 P770 T .204 -3.128 1.666 -.04 3.235 112 B -.171 -3.009 1.419 -.053 2.927 113 15 P749 T .296 -2.925 1.611 -.116 3.084 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 43 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:02 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Sipmalfksil Sipma2fksi Tau Maxfksi nolerradl Von Mi 114 B -.257 -3.437 1.59 -.135 3.316 115 15 P752 T .26 -2.946 1.603 .118 3.084 116 B -.218 -3.431 1.607 .136 3.328 117 15 P750 T .312 -2.255 1.284 -.051 2.426 118 B -.348 -2.784 1.218 -.063 2.627 119 15 P751 T .29 -2.265 1.277 .052 2.423 120 B -.325 -2.78 1.227 .06 2.633 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 44 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:03 PM Checked By: STRESSES - 103.99 - 111.79FT Plate Principal Stresses (Bv Combination) LC Plate Label Loc Sinmal[ksi Siama2fksi Tau Ma 1 115 P801 T .214 - 14.088 7.151 -.006 I 14.196 2 B -.14 - 13.719 6.789 -.004 13.649 3 115 P820 T .191 - 14.085 7.138 .007 14.182 4 B -.112 - 13.703 6.795 .005 13.647 5 15 P802 T I .105 - 13.563 6.834 -.019 13.616 6 B -.034 - 13.131 6.549 -.014 13.114 7 15 P819 T .174 - 13.516 6.845 .02 13.604 8 B -.087 - 13.129 6.521 .015 13.085 9 15 P860 T -.057 - 13.604 6.774 .005 13.576 10 B -.037 - 13.044 6.503 .004 13.025 11 15 P841 T -.055 - 13.596 6.771 -.005 13.569 12 B -.037 - 13.038 6.5 -.003 13.019 13 15 P821 T .26 - 13.328 6.794 -.005 13.46 14 B -.182 - 13.856 6.837 -.003 13.766 13.457 15 15 P840 T 1 .26 - 13.326 6.793 .006 16 B -.182 - 13.853 6.836 .005 13.763 17 15 P859 T -.06 - 12.997 6.468 .016 12.967 18 B -.012 - 12.438 6.213 012 12.432 12.953 19 ' 15 P842 T -.07 - 12.988 6.459 -.016 20 B .002 - 12.418 6.21 - 012 12.418 12.869 21 15 P839 T .227 - 12.754 6.491 .019 22 B -.168 - 13.274 6.553 .013 13.191 23 15 P822 T .204 - 12.759 6.482 -.019 12.862 24 B -.136 - 13.269 6.566 -.013 13.201 12.543 25 15 P803 T -.082 - 12.584 6.251 -.035 26 B .159 - 12.044 6.101 -.028 12.124 27 15 P818 T -.031 - 12.556 6.263 .034 12.541 28 B .123 - 12.046 6.085 .026 12.108 29 15 P858 T I -.098 - 11.925 5.913 .031 11.876 30 B .071 - 11.335 5.703 .025 11.37 31 15I P843 T -.11 -11.92 5.905 -.031 11.866 32 B .082 - 11.319 5.701 -.025 11.36 33 15 P838 T .097 - 11.735 5.916 .034 11.784 34 B -.047 - 12.202 6.077 .026 12.178 35 15 P823 T .076 - 11.737 5.907 -.034 11.775 36 B -.018 - 12.195 6.088 -.026 12.186 37 15 P817 T -.299 - 11.296 5.498 .052 11.15 38 B .396 -10.63 5.513 .046 10.833 39 15 P804 T -.225 - 11.254 5.515 -.053 11.143 40 B .318 -10.64 5.479 -.047 10.802 41 , 15 P857 T -.144 - 10.607 5.231 .05 10.535 42 B .179 -9.977 5.078 .046 10.068 43 15 P844 T -.131 -10.6 5.234 -.05 10.535 44 B .166 -9.981 5.073 -.047 10.065 45 15 P824 T -.02 - 10.418 5.199 -.053 10.408 46 B .08 - 10.839 5.46 -.046 10.88 47 15 P837 T -.055 -10.43 5.188 .053 10.403 48 B .117 - 10.832 5.474 .045 10.891 49 ! 15 P816 T -.27 -9.744 4.737 .072 9.612 50 B .396 -9.119 4.758 .072 9.324 51 15I P805 T -.238 -9.718 4.74 -.072 9.601 52 B .359 -9.116 4.738 -.071 9.301 53 ! 15 P845 T I -.105 -9.248 4.572 -.072 9.196 54 B .217 -8.644 4.431 -.074 8.755 55 15 P856 T -.117 -9.251 4.567 .071 9.193 56 B .229 -8.64 4.434 .074 8.756 RISA -3D Version 10.0.1 [C:\ XFER \410 -013 \ENGINEERING \410 -013 - Full model.r3d] Page 45 LC Plate Label Loc Sigmalfksil Siama2lksi Tau Maxfksi An efradl Von Mis 57 115 P825 T -.028 -8.978 4.475 -.075 8.964 587 B .11 -9A09 4.76 -.07 9.465 8.961 59 15 P836 T -.061 -8.991 4.465 .075 60 B .146 -9.404 4.775 .07 9.478 61 15 P806 T -.139 -8.154 4.007 -.091 8.085 62 B .305 -7.636 3.97 -.097 7.793 63 15 P815 T -.107 -8.131 4.012 .091 8.078 64 B .271 -7.64 3.956 .099 7.779 65 15 P855 T -.033 -8.029 3.998 .09 8.012 66 B .216 -7.477 3.846 .099 7.587 67 15 P846 T -.043 -8.031 3.994 -.091 8.01 68 B .227 -7.468 3.848 -.099 7.584 69 15 P835 T .071 -7.581 3.826 .094 7.617 70 B .041 -8.077 4.059 .095 8.098 71 15 P826 T .04 -7.591 3.816 -.095 7.611 72 B .072 -8.468 4.07 -.094 8.105 73 15 P854 T .02 -7.034 3.527 .1 7.044 74 B ,195 -6.521 3.358 .112 6.621 75 15 P847 T .007 -7.04 3.524 -.1 7.044 76 B .21 -6.517 3.364 -.113 6.624 6.72 77 15 P807 T -.015 -6.728 3.356 -.104 78 B .197 -6.315 3.256 -.118 6.416 79 15 P814 T .061 -6.683 3.372 .103 6.714 80 B .113 -6.325 3.219 .118 6.383 81 15 P834 T .149 -6.378 3.264 .107 6.454 82 B -.027 -6.917 3.445 .109 6,903 83 15 P827 T .114 -6.39 3.252 -.108 6.448 84 B .013 -6.912 3.463 -.11 6.919 85 15 P848 T .023 -6.295 3.159 -.093 6.306 86 B .173 -5.797 2.985 -.107 5.885 6.297 87 15 P853 T .019 -6.288 3.153 .094 88 B .176 -5.782 2,979 .106 5.872 5.806 89 15 P849 T .03 -5.79 2.91 -.066 90 B .103 -5.312 2.708 -.076 5.364 91 15 P852 T .015 -5.785 2.9 .067 5.792 92 B .12 -5.293 2.706 .077 5.353 93 15 P808 T .069 -5.564 2.816 -.103 5.599 94 B .088 -5.228 2.658 -.122 5.273 95 ! 15 P813 T .018 -5.59 2.804 .103 5.599 96 B .116 -5.222 2.669 .118 5.281 97 15 P850 T -.005 -5.551 2.773 -.023 5.548 98 B .086 -5.059 2.572 -.025 5.103 99 15 P851 T -.014 -5.548 2.767 .025 5.541 100 B .098 -5.052 2.575 .029 5.101 101 15 P828 T .152 -5.446 2.799 -.104 5.524 102 B -.055 -5.992 2.968 -.108 5.964 103 15 P833 T .14 -5.445 2.793 .105 5.517 104 B -.038 -5.984 2.973 .106 5.965 105 15 P829 T .162 -4.79 2.476 -.078 4.873 106 B -.132 -5.351 2.61 -.081 5.287 107 15 P832 T .131 -4.801 2.466 .079 4.868 108 B -.094 -5.348 2.627 .082 5.301 109 15 P812 T .009 -4.8 2.405 .081 4.804 110 B .072 - 4.446 2.259 .098 4.482 111 15 P809 T .083 -4.749 2.416 -.079 4.791 112 B .008 -4.442 2.225 -.096 4.446 113 15 P831 T .117 -4.481 2.299 .031 4.541 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:03 PM Checked By: Plate Principal Stresses (By Combination) (Continued) RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 46 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:03 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Siama1fksil Siama2fksi Tau M 114 B -.149 -5.02 2.436 .034 4.948 1151 15 P830 T .132 -4.469 2.3 -.028 4.536 116 B -.164 -5.019 2.427 -.03 4.939 1171 15 P811 T .091 -4.329 2.21 .032 4.376 118 B -.061 -4.043 1.991 .041 4.013 1191 15 P810 T ' .074 -4.324 2.199 -.03 4.361 120 B -.041 -4.026 1.992 -.038 4.006 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 47 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:05 PM Checked By: STRESSES - 111.79 - 119.80FT Plate Principal Stresses (Bv Combination) LC Plate Label Loc Siamalfksi 1 115 1 P1282A T -5.929 - 12.741 3.406 1.633 [ 11.043 2 B -4.186 -7.062 1.438 1.67 6.151 3 15 P1287A T -5.925 - 12.733 3.404 1.573 11.036 4 B -4.184 -7.059 1.437 1.536 6.148 5 15 P1277A T -5.63 - 12.245 3.308 1.691 10.616 6 B -3.877 -6.783 1.453 1.797 5.894 7 15 P1292A T -5.618 - 12.228 3.305 1.516 10.601 8 B -3.874 -6.773 1.45 1.408 5.886 9 15 P1289A T -8.726 - 10.852 1.063 1.535 9.961 10 B -4,281 - 6.866 1.293 .202 6.006 11 15 P1284A T -8.722 - 10.851 1.064 1.792 9.959 12 B -4.284 -6.863 1.289 -.014 6.004 13 15 P1272A T -5.095 - 11.353 3.129 1.744 9.849 14 B -3.357 -6.283 1.463 1.908 5.446 15 15 P1297A T -5.089 - 11.338 3.125 1.464 9.836 16 B -3.353 -6.27 1.458 1.299 5.434 17 151 P1294A T -8.307 - 10.805 1.249 1.337 9.798 18 B -3.993 -6.929 1.468 .372 6.024 9.797 19 15 P1279A T -8.304 - 10.806 1.251 1.99 20 B -4 -6.922 1.461 -.185 6.018 9.468 21 15 P1274A T -7.685 - 10.577 1.446 2.098 22 B -3,606 -6.895 1.645 -.282 5.974 23 15 P1299A T -7.685 - 10.567 1.441 1.227 9.461 24 B -3.6 -6.9 1.65 .467 5.977 8.973 25 15 P1269A T -7.044 - 10.103 1.53 2.153 26 B -3.252 -6.689 1,718 -.326 5.793 27 115 P1304A T -7.045 - 10.084 1.519 1.173 8.96 28 B -3.25 - 6.691 1.721 .511 5.795 29 15 P1267A T -4.469 - 10.256 2.894 1.783 8.907 30 B -2.777 -5.661 1.442 1.991 4.903 31 15 P1302A T -4.475 - 10.251 2.888 1.424 8.901 32 B -2.769 -5.651 1441 1.216 4.894 33 15 P1264A T -6.485 -9.431 1.473 2.174 8.357 34 B -3.005 -6.314 1.654 -.337 5.47 35 15 P1309A T -6.496 -9.413 1.459 1.153 8.346 36 B -3.007 -6.315 1.654 .52 5.471 7.967 37 15 P1307A T -3.908 -9.166 2.629 1.399 38 B -2.26 -5.02 1.38 1.162 4.354 7.965 39 15 P1262A T -3.905 -9.164 2.63 1.807 40 B -2.268 -5.023 1.377 2.044 4.357 41 15 P1314A T -6.084 -8.666 1.291 1.159 7.707 42 B -2.873 -5.846 1.486 .504 5.063 43 15 P1359 T -6.063 -8.669 1.303 2.17 7.704 44 B -2.872 -5.844 1,486 -.321 5.061 45 15 P1312A T -3.465 -8.223 2.379 1.393 7.15 46 B -1,913 -4.449 1.268 1.137 3.866 7.149 47 15 P1357 T 1 -3.47 -8.222 2.376 1.814 48 B -1.913 -4.446 1.267 2,068 3.863 49 15 P1319A T -5.815 -7.96 1.073 1.191 7.134 50 B -2.818 -5.374 1.278 .462 4.655 51 15 P1354 T -5.795 -7.952 1.079 2.138 7.123 52 B -2.816 -5.367 1.275 -.279 4.65 53 1 15 P1281A T -2.37 -7.671 2.65 1.591 6.803 54 B -4.174 - 13.415 4.621 1.58 11.891 55 15 P1286A T -2.369 -7.665 2.648 1.559 6.797 56 B -4.171 - 13.406 4.618 1.571 11.883 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 48 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:05 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Sigmalfksil Sigma2fksi Tau Ma 57 15 P1324 T B -5.672 -2.809 -7.381 -4.974 .855 1.258 6.692 58 1.082 .393 4.32 59 15 P1349 T -5.662 -7.374 .856 2.068 6.685 60 B -2.808 -4.967 1.079 -.209 4.313 61 15 P1317A T -3.168 -7.475 2.153 1.406 6.498 62 B -1.746 -3.962 1.108 1.143 3.44 63 ' 15 P1352 T -3.17 -7.474 2.152 1.802 6.497 64 B -1.738 -3.958 1.11 2.063 3.437 65 15 P1344 T -5.623 -6.979 .678 1.949 6.409 66 B -2.823 -4.686 .932 -.106 4.087 67 15 P1329 T -5.624 -6.976 .676 1.376 6.408 68 I B - 2.822 -4.691 .934 .294 4.09 69 15 P1276A T -2.238 -7.217 2.49 1.626 6.399 70 B -3.991 - 12.846 4.428 1.591 11.388 71 15 P1291A T -2.232 -7.193 2.48 1.524 6.377 72 B -3.987 - 12.836 4,425 1.56 11.379 73 15 P1339 T -5.625 -6.774 .574 1.769 6.278 74 B -2.837 -4.543 .853 .024 3.975 75 15 P1334 T -5.623 -6.77 .573 1.557 6.275 76 B -2.837 -4.545 .854 .166 3.976 77 15 P1322 T -2.996 -6.929 1.967 1.441 6.019 78 B -1.728 -3.556 .914 1.189 3.08 79 15 P1347 T -2.985 -6.919 1.967 1.768 6.011 80 B - 1.719 -3.549 .915 2,02 3.074 81 15 P1327 T -2.913 -6.573 1.83 1.495 5.705 82 B -1.79 -3.234 .722 1.291 2.806 83 15 P1342 T -2.897 -6.553 1.828 1.713 5.688 84 B -1/87 -3223 .718 1.917 2.796 5.675 85 15 P1271A T -1.989 -6.401 2.206 1.669 86 B -3.667 - 11.848 4.091 1.605 10.506 87 15 P1296A T -1.984 -6.379 2.198 1.482 5.655 88 B -3.663 - 11.842 4.09 1.544 10.501 89 15 P1332 T -2.875 -6.386 1.756 1.564 5.54 90 B -1.862 -3,035 .586 1.479 2.651 91 15 P1337 T -2.868 -6.375 1.754 1.641 5.53 92 B -1.862 -3.03 .584 1.727 2.647 93 15 P1301A T -1.678 -5.442 1.882 1.429 4.827 94 B -3.266 - 10.641 3.688 1.52 9.442 95 15 P1266A T -1.675 -5.439 1.882 1.721 4.824 96 B -3.27 - 10.648 3.689 1.629 9.447 97 15 P1283A T -3.575 -5.306 .866 1.792 4.686 98 B -5.534 - 11.805 3.136 1.678 10.23 99 15 P1288A T -3.568 -5.304 .868 1.472 4.684 100 B -5.536 - 11.806 3.135 1.591 10.231 4.628 101 15 P1278A T -3.148 -5.314 1.083 2.022 102 B - 5.266 - 11.507 3.12 1.758 9.977 103 15 P1293A T -3.136 -5.309 1.087 1.245 4.623 104 B -5.269 - 11.505 3.118 1.512 9.975 105 15 P1273A T -2.565 -5.164 1.299 2.139 4.472 106 B - 4.832 - 10.944 3.056 1.819 9.5 107 15 P1298A T -2.557 -5.156 1.3 1.129 4.466 108 B -4.831 - 10.932 3.051 1.451 9.489 109 15 P1268A T -2.047 -4.822 1.388 2.197 4.192 110j B -4.354 - 10.177 2.911 1.857 8.844 111 15 P1303A T -2.043 -4.818 _ 1.387 1.071 4.188 112 B -4.345 - 10.158 2.906 1.413 8.828 113 i 15 P1306A T -1.362 -4.572 1.605 1.373 4.066 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 49 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:05 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc SiomalEksil Sioma2 x 1141 B -2.88 -9.468 3.294 1.492 8.406 115 ' 15 P1261A T -1.363 -4.565 1.601 1.775 4.059 116 B -2.881 -9.468 3.294 1.658 8.406 3.814 117 15 P1263A T -1.702 -4.369 1.333 2.223 118 B - 3.914 -9.305 2.695 1.871 8.092 119 15 P1308A T -1.7 -4.365 1.332 1.046 3.811 120 B -3.908 -9.296 2.694 1.399 8.085 121 15 P1356 T -1.1 -3.877 1.388 1.82 3.461 122 B 1 -2.562 -8.463 2.951 1.681 7.517 123 1 15 P1311A T -1.092 -3.869 1.388 1.327 3.455 124 B -2.565 -8.467 2.951 1.469 7.52 125 15 P1358 T -1.546 -3.895 1.174 2.224 3.397 126 B -3.566 -8.465 2.45 1.864 7.361 127 15 P1313A T -1.544 -3.891 1.174 1.045 3.394 128 B -3.573 -8.472 2.45 1.406 7.367 129 ! 15 I P1353 T -1.535 -3.464 .965 2.201 3.006 130 B -3.332 -7.765 2.216 1.839 6.747 131 15 P1318A T -1.536 -3.464 .964 1.069 3.006 132. B -3,348 -7.778 2.215 1.432 6.758 1331 15 P1351 T -.918 -3.348 1.215 1.843 2.996 134 B -2.336 -7.674 2.669 1.69 6.813 135 15 P1316A T -.915 -3.337 1.211 1.307 2.987 136 B -2.338 -7.683 2.672 1.459 6.821 137 15 P1323 T -1.619 -3.106 .744 1.123 2.691 138 B -3.215 -7.258 2.022 1.473 6,299 139 15 P1348 T -1.612 -3.1 .744 2.148 2.686 140 B -3.206 -7.252 2.023 1.798 6.294 1411 15 P1321 T -.838 -2.943 1.052 1.326 2.626 142 B -2.206 -7.11 2.452 1.469 6.304 143 15 P1346 T I -.829 -2.93 1.05 1.827 2.616 144 B -2.207 -7.101 2,447 1.679 6.295 145 15 I P1328 T -1.74 -2.817 .539 1.232 2.462 146 B -3.152 -6.923 1.885 1.529 6.003 147 15 P1343 T -1.734 -2.804 .535 2.036 2.451 148 B -3.155 -6.924 1.884 1.741 6.004 2.359 149 15 P1326 T I -.832 -2.663 .915 1.393 150 B -2.145 -6.734 2.294 1.503 5.958 151 15 P1341 T I -.824 -2.638 .907 1.761 2.338 152 B -2.137 -6.721 2.292 1.648 5.948 1531 15 P1333 T I -1.844 -2.624 .39 1.459 2.334 154 B -3.135 -6.762 1.814 1.597 5.862 155 15 P1338 T -1.842 -2.616 .387 1.8 2.328 156 B -3.14 - 6.763 1.812 1.671 5.862 1571 15 P1331 T -.851 -2.5 .824 1.506 2.201 158 B -2.113 -6.54 2.214 1.55 5.781 159 15 P1336 T -.849 -2.49 .82 1.645 2.192 160 B -2.106 -6.53 2.212 1.602 5.772 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 50 Source Top Bot Tank Top Stem top Cone Bot Cone ANALYSIS PARAMETERS I 1.15 V 150MPH G 0.885 (t /R), 0.0035372 (Class 2 - 3.4.3.1.2) PEDISPHERE STRESS RATIO CALCULATIONS AWWA D100 -05 TOP ELEVATION (ft) DWG MID ELEVATION (ft) K, Cr Pw (psf) D (ft) DWG t (in) DWG t/R lute (in4) 152 10.67 18.00 14.21 18.00 0.62 0.46 14.20 0.47 119.80 18.00 16.11 18.00 0.79 0.59 14.95 0.49 14.46 111.79 115.80 1.31 0.60 51.88 12.63 0.625 0.008 864718 103.99 107.89 1.29 0.60 51.11 8.00 0.500 0.010 176581 96.19 100.09 1.27 0.60 50.31 8.00 0.500 0.010 176581 88.39 92.29 1.24 0.60 49.46 8.00 0.563 0.012 199040 80.59 84.49 1.22 0.60 48.55 8.00 0.563 0.012 199040 72.78 76.68 1.20 0.60 47.57 8.00 0.594 0.012 210302 64.98 68.88 1.17 0.60 46.50 8.00 0.656 0.014 232890 57.18 61.08 1.14 0.60 45.34 8.00 0.688 0.014 244217 49.38 53.28 1.11 0.60 44.06 8.00 0.719 0.015 255566 41.58 45.48 1.07 0.60 42.61 8.00 0.781 0.016 278328 33.77 37.67 1.03 0.60 40.96 8.00 0.813 0.017 289741 25.97 29.87 1.00 0.60 39.74 8.00 0.875 0.018 312634 18.17 22.07 1.00 0.60 39.74 8.00 0.938 0.019 335613 14.94 16.55 1.00 0.60 39.74 8.00 0.938 0.019 335613 10.33 12.64 1.00 0.60 39.74 9.19 0.938 0.017 506444 7.11 8.72 1.00 0.60 39.74 12.19 0.781 0.011 975914 4.74 5.93 1.00 0.60 39.74 15.33 0.563 0.006 1388333 2.37 3.56 1.00 0.60 39.74 17.98 0.563 0.005 2238353 0.00 1.19 1.00 0.60 39.74 20.63 0.563 0.005 3378579 fvm (ksi) (Risa 3D) fa (ksi) (Rise 3D) fb (ksi) (Rise 3D) FL (ksi) (3.4.2) Fa (ksi) (Eq. 3 -13) Fb (ksi) (Eq. 3 -5) fa/Fa +fb /FL (3.3.3) 11.04 0.37 10.67 18.00 14.21 18.00 0.62 0.46 14.20 0.47 13.73 18.00 16.11 18.00 0.79 0.59 14.95 0.49 14.46 18.00 16.11 18.00 0.83 0.63 14.92 0.47 14.46 18.00 17.25 18.00 0.83 0.62 16.05 0.48 15.57 18.00 17.25 18.00 0.89 0.67 16.87 0.49 16.38 18.00 17.82 18.00 0.94 0.70 16.51 0.46 16.05 18.00 18.00 18.00 0.92 0.69 17.45 0.48 16.98 18.00 18.00 18.00 0.97 0.73 17.70 0.48 17.23 18.00 18.00 18.00 0.98 0.74 18.19 0.46 17.73 18.00 18.00 18.00 1.01 0.76 18.55 0.49 18.06 18.00 18.00 18.00 1.03 0.77 19.44 0.49 18.95 18.00 18.00 18.00 1.08 0.81 19.43 0.52 18.91 18.00 18.00 18.00 1.08 0.81 18.11 0.45 17.66 18.00 18.00 18.00 1.01 0.75 16.52 0.43 16.09 18.00 18.00 18.00 0.92 0.69 14.21 0.46 13.75 18.00 16.34 18.00 0.79 0.59 15.74 0.58 15.16 18.00 12.33 18.00 0.89 0.67 12.52 0.50 12.02 18.00 11.53 18.00 0.71 0.53 10.27 0.44 9.83 18.00 10.94 18.00 0.59 0.44 OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK Project: AT &T Goodman Site: 410 -013 ANCHOR BOLTS ANALYSIS Designed By: BB Date: SEPT 12 Checked by : EP 1.0 BASE REACTIONS: M= Moment at bolt Q= Axial load at bolt V= Shear load at bolt 2.0 BOLT PARAMETERS: d= Bolt diameter Fb= Yeild strength of bolt Fu= Ultimate strength of bolt M := 0•kip•ft Q := 79.4•kip (from structural analysis) (from structural analysis) 4.0 BASE PLATE PARAMETERS: w= Width of plate T= Plate thickness FY Yeild strength of plate 5.0 VERIFY STRESS IN BOLTS: Ab= Area of one bolt S= Section modulus of anchor bolts °= Maximum stress in bolt °all= Maximum stress in bolt Fb := 36•ksi FL := 15•ksi d := 2.25• in F„ := 58•ksi T := 1.5•in w:= 6•in TC•d4 _ 7C. d 2 lb • _ 64 Ab • 4 V := 45.6.kip (from structural analysis) 1 b := 10•in – d – —•in 16 (Tall := FL•1.3333 = 20•ksi o-:= :_ — = 20•ksi fv := — V = 11•ksi Ab Ab 6.0 VERIFY STRESS IN CHAIR PLATE ( PLATE NOT ATTACHED TO SHAFT): Fbokt= Maximum force in bolt Mplate °plate Gall= Splate 6 Moment in plate Maximum bending stress in plate Maximum stress in plate b•T2 Mplate 6plate Splate w Mplate Fbolt' g Oplate = 21•ksi Mplate = 60•kip•in °plated max – 103•% = 100•% crall Fbolt := 6•Ab = 79•kip = FL•1.3333 = 20•ksi 6.1 VERIFY WHEN CHAIR PLATE IS WELDED TO SHAFT: THE PORTION OF THE PLATE THAT WILL UNDERGO THE MAXIMUM STRESS IS INCLUDED IN THE SEGMENT'ABCD'. FOR SIMPLICITY, THE PLATE IS CONSIDERED RECTANGULAR WITH FIXED END ALONG 'BC', 'CD', DA'. THE FOLLOWING CALCULATIONS ARE BASED ON THE ROARK'S FORMULAS (STRESS AND STRAIN, 6TH EDITION, TABLE 26) a= Width of the plate b= Length of the plate q= Distributed load on the plate 6= Stress coefficient a := 8•in b := 9•in nM Fbolt q a•b 10. Rectangular plate; three 10a. Uniform over entire edges fixed, one edge (a) plate free 1 a A 5 D C q = 1103-psi (At x = 0, z 0) (At x= 0,: = x- -±-_..z 2 alb 0.25 0.5 Max at, = -#162 as - -�3gb2 b and R = y1gb and R = y2gb 0.75 1.0 1.5 2.0 3.0 1131 0.020 0.081 0.1 73 0.321 0.727 1.226 2.105 fl2 0.016 0,0.66 0.148 0.259 0.484 0.605 0.519 132 0.031 0.126 0.286 0.511 1.073 1.568 1.982 Yi 0.114 0,230 0.341 0.457 0.673 0.845 1,012 T2 0.125 0.248 0.3 71 0.510 0.859 1.212 1.627 a - 0.75 a = 0.889 0.173 + b •0.321 - 0.173) b 1.0 - 0.75 6.1.1 MAXIMUM BENDING STRESS: (31•q•b2 T2 Opiate= 10•ksi (3t = 0.255 VALID WHERE 0.75 <a /b< 1.0 6x11 = 20•ksi max ( Cplate\ - 51.% DRAWING LIST SHEET REV, OESCRIPIION NO, 1 ELEVATION & ORIENTATION 2 TANK BODY DETAILS 3 TANK BODY ERECTION DETAILS 4 • ACCESS TUBE DETAILS 5 BASE CONE DETAILS 6 ANCHOR BOLT CHAIRS 7 CONE DOOR DETAILS 8 -A TOP STEM SECTION 8 -B MID STEM SECTION 9 BOTTOM STEM SECTION 10 10 "0 INLET DETAILS w/ 6 "0 DRAIN 11 6 "0 OVERFLOW DETAILS 12 LADDER DETAILS 13 ELECTRICAL DETAILS NP1 NAME PLATE DETAILS P1 PAINT SCHEDULE SD1 SAFETY DEVICE DETAILS XR1 X -RAY LAYOUT SHOP STANDARDS DP3 -24S DEFLECTOR PLATE FOR STEEL PIPE LLUG LIFTING LUG PHR -8 PAINTER'S HATCH & RINGS P -RIG PAINTER'S RIGGING R240LM 24 "0 SCREENED VENT - MODIFIED RM18x24 18" x 24" ELLIPTICAL MANWAY R3OS0 30" SQ. HATCH R3OSOHC 30" SO. HATCH COVER SPCC -8 STEM PLATFORM & COND. CEILING TSB TEMPORARY SHIPPING BRACING TECHNICAL DATA TNEMEC DATA SHEETS TNEMEC COLOR CARDS SAF -T -CLIMB DATA SHEETS SMITH -BLAIR DATA SHEETS PROTECTOSEAL DATA SHEETS QUICKRETE GROUT DATA if! BSCI JOB NO. 3313 -98 BROWN A 150,000 GAL. ELEVATED "BALL ", 34' -6 "0 x 148' -0 3/4" HWL STEEL CONTRACTORS. INC FOR CITY OF TYBEE ISLAND, GEORGIA ELEVATED WATER $TORAGE TANK TANK DESIGN DATA: DESIGNED PER: AWWA D100 -96 AND ACI 318 -95 WIND: 150 M.P.H. SEISMIC: ZONE 2A (S =1.2) SNOW LOAD: 25 P.S.F. CORROSION ALLOWANCE: 1/16" TO CALC. "t" (WET PLATE ONLY) 1/4" MIN. IE, REFERENCE SPECIFICATION SECTION: SECT. 15282 - ELEVATED STORAGE TANK PEDESTAL SPHEROID I4J39ET, GAY. AELL & DeYOUNG. INC. CD 'So; E. U r,VA1..141.1. DOCUMENT REVIEW Thrs docum.ntt r c; r..1 'ea e" +,r rnnlr.rr m -e .vnt, ;nr d -SIKH CO'irrDt . Id 'iP� PI CO.nt'Inn, r•v+ta'+ ...,...lntS. T f. COn•rie'.:r i ra tP.•nt .'C f it :.nfIrmi, r ;.•d - nr.iL+dr.Q .1, C•oniiht, tn■ iCOYU+i and'4nt@Otor ' +•nndS. t/u,r,E'.•) REr,IC••S:.OTED A44ErN _ RE"-9`11T REJECTED RESDE A1T DATE: PI- I BY /11 THIS IS TO CERTIFY THAT THESE DRAWINGS HAVE BEEN REVIEWED, CHECKED AND APPROVED AND THAT THEY ARE IN CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT DRAWINGS. BROWN STEEL CONTRACTORS. INC. SOX 549 NEWNAN. CA. O'FLOW ELEV. 160.56' H.W.L. 34' -6' DIA. • C STEM PLATFORM SEE STD. SPCC -8 T O.F. ELEV. 12.5' TANK BODY SEE SH. 2 & 3 4' -0' ACCESS TUBE SEE SH. 4 PAINTER'S HATCH SEE STD. PHR -8 NN_TOP STEM SECTION SEE SH. 8 —A MID STEM SECTION 7SEE SH. 8 —B BOTTOM STEM SECTION 7 SEE SR 9 CONDENSATE CEILING Z—SEE STD. SPCC -8 BASE CONE SEE SH. 5 ELEVATION 36' x 8D' MANDOOR SEE SH. 7 6'0 O'FLOW PIPE SECTION C —C SEE SH. 4 1' -6' 1' -6' 10'0 INLET PIPE R3OSQHC SECTION_ .E.3, SEE B —A, 8 -1 9 STEM LADDER PACK GROUT COMPLETELY UNDER BASE PLATE AND SQUARE OFF 2 EDGES GROUT DETAIL SECTION, =A NOTES, 1. GROUT UNDER BASE PLATE WITH QUIKRETE NON- SHRINK PRECISION GROUT. (14) - 50# BAGS REQ'D. 2. GRIND ALL ROUGH EDGES, SHARP CORNERS AND WELDS SMOOTH AND REMOVE ALL WELD SPATTER. BROWN STEEL CONTRACTORS, I NC. BOX 649 NEWNAN. GA. DESCRIPTION ELEVATION & ORIENTATION CUSTOMER TYBEE ISLAND, GA [MAIM IVY RAM WF /KM 10 -21 -98 .aa NR. ONMMNO NR. 3313 -98 3313 CNEacO S RATE 0 114111S SNEET NO. 1 or 13 8 SHOTS REQUIRED 6 PRIMARY SHOTS TO INCLUDE: 2 JUNCTIONS AND 2 WELDER QUALIFYING SHOTS 2 SECONDARY SHOTS NOTE SHOTS ARE BASED ON 4 WELDERS, IF 5 WELDERS ARE USED, ADD A QUALIFYING SHOT. TOP LAYOUT WELD LEGEND SHOP FIELD AIR FIELD GROUND NO X —RAY REQ'D BOTTOM LAYOUT en co in Day vco (7 CU Ct 1 VI TOTAL LIN FT. WELD HORIZONTAL = 350 FT (AIR = 162 FT; GROUND = 188 FT) <PRIMARY = 148 FT; SECONDARY = 202 FT) VERTICAL = 702 FT SHOP = 401 FT FIELD AIR = 144 FT FIELD GROUND = 157 FT TOTAL FIELD PRIMARY = 449 FT TOTAL FIELD SECONDARY = 202 FT BROWN STEEL (bNTRACTORS, INC. BOX 549 NEWNAN, GA. oescRIPnoN X —RAY LAYOUT 150,000 GAL BALL — 34' -6" DIA. CUSTO.IER TYBEE ISLAND, GA DAMN/ DV WF /KM AD NO 3313 -98 DATE 10 -21 -98 DRANINO NO. 3313 OCEOCEO DI' DATE s~EI, No. XR1 or 1 34' -6' DIA. 3' -8 5/8' 29' -10 9/16'0 17' -3'0 N M 1' -2' 'D 3' -11 11/16' 12.456 0' HEAD RANG 30" 0 30" 3,089" / SAUCER LAY —OUT C 8 ) SEG REQ'D C/F ( 2 ) If. 1/4' x 84' x 230' USE NC TEMPLATE 3239091 USE WITH 48'0 ACCESS TUBE T 6 CUT 8 SEG. FROM (2) IQ 1/4" x 82" x 259" LS. DIAG. CHD. = 9' -7" END LS ARC ONE SEGMENT 1.5. 040. ONE SEGMENT L5. VERT. ARC L5. VERT. CHO. L5. ARC (2) SEG. I.5. CHO. (2) SEG. 91c 6' -9 1/4" 6' -8 3/4" 5-3 3/8" 5 -3 1/8" 13' -6 9/16" 13' -2 7/16" urnE 2' -11 1/16" 2' -10 3/16" 5' -10 1/8" 5-3 1/8" wT. /sEG. = 265# WT. /ASS'Y.. 530# TS CUT 16 SEG. FROM (8) FE 1/4" x 72" x 222" SHIP (4) SETS OF 2 TEMPLATE 31340633 I.S. DIAG. CHD. = 12' -5 1/2" ENO LS ARC ONE SEGMENT L5. 010. ONE SEGMENT I.S. vERT, ARC I.S VERT. 010. L5. ARC (2) SEG. LS 0440. (2) SEG. 91G 5' -10 3/8" 5-9 15/16" 9._d 3/6" 8' -11 1 /8" 11' -8 13/16" 11' -5 3/16" LITTLE 3' -4 5/8" 3' -4 3/8 6' -9 5/16" 6' -7 13/16", wr. /SEG = 439# WT. /ASSY. . 877# CUT 20 SEG, FROM (8) E 1/4" x 72" x 222" SHIP (8) SETS OF 2 TEMPLATE 31340533 1,S. DIAG. CHD. = 10' -2 15/16" END I.S. ARC ONE SEGMENT I.S CHD. ONE SEGMENT I.S. VERT. ARC I.S. vtRT. 040. 1S. ARC (2) SEG. L5. 010. (2) SEC. I.5. ARC (3) SEG. 1.5. 010. (3) SEG. BIG 5' -5" 5 -4 3/4" 9,_0 3/8" 5_11 1/8" t0' -10" 10' -7 15/16" 16" -3" 15' -7 15/16" LITTLE 4' -8 5/16" 4' -8 1/16" 9' -4 5/8" 9' -2 13/16" 14' -0 15/16"13'-6 13/16" WT./SEC. = 481# NOTES: 1, ALL DIMENSIONS ARE I.S. UNLESS OTHERWISE NOTED. 2. TANK FITS FLUSH 1.5. EXCEPT FOR TI WHICH FITS FLUSH 0.5. TO T2. 3. FOR WELD DETAILS, EDGE PREP. AND STRUCTURAL DETAILS, SEE NEXT SHEET. 4. ALL TANK PLATE TO BE DISHED. 17'-3' - t2 - TI • 3'-2 1/8' L.W.L. 29' -10 9/16'0 T2 wi, /2 Q ASSY. = 9621 WT. /3 Q ASS'Y.. 1,443/ SHP (4) SETS OF 2 SHIP (4) SETS OF 3 CUT 16 SEG. FROM (8) R. 5/8" x 72" x 222" TEMPLATE 31340333 I.S. DIAG. CHD. = 12' -5 1/2" ENO 1.5. ARC ONE SEGMENT LS 010, ONE SEGMENT LS vERT, ARC 1S vERT. 010. 15. ARC (2) SEG. 15. 010. (2) SEG. 810 5' -10 3/8" 5-9 15/16" 9' -0 3 /8" 8' -11 1/8" 11' -8 13/16" 11' -5 3/16" LITTLE 3' -4 5/8" 3' -4 3/8 6' -9 5/16" 6' -7 13/16" WT. /SEG . 987# wr. /ASS'Y.. ,975# SHIP (8) SETS DF 2 T T CUT 8 SEG. FROM (4) 2 5/8" x 84" x 240" NOTE!—\I S. DIAG. CHD. TEMPLATE 31340233 14' -11 3/16" END 1,S ARC ONE SEGMENT 15. 010. ONE SEGMENT 15. VER1. ARC 0.S VERT, CHO LS ARC (4) SEC. LS. CHO, (4) SEG. BIG 6' -9 3/16" 6' -7 1/8" 9' -8 9/16" 9' -2 11/16" 27' -0 11/16" 17' -2 11/16" LITTLE 3' -1 7/16" 3' -0 1/2" 12' -5 13/16" 7' -11 3/8" WT. /sEG. • 1001# CAP IQ LAY —OUT 5 4 ) SEG REQ'D C/F 5 1) 2 5/16' x 72' x 161' USE NC TEMPLATE 31340833 W T. /ASSY.. 4004# SHIP (2) SETS OF 4 TEMPLATE 31340133 BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN, GA. DESCRIPTIONI /16" C.A. TO CALC. "1 "; 1/4" MIN. 150,000 GAL BALL, 34' -6 "M x 30' -0" H.R. TANK BODY DETAILS CUSTOMER TYBEE ISLAND, GA DRAWN 87 DATE CHECKED 8Y WF 10-21-98 DATE 11/231f$ J00 NQ DRAYANC NO 3313 -98 3313 SNEET Na 2 or TYP. ALL VERT ABOVE TYP, ALL HORIL ABOVE ONE LIFT 19,576# NOTE: LIFT WEIGHT INCLS. ENTIRE ROOF FROM 74 TO ROOF CAP AND VENT ( 1/4 OF LIFT SHOWN SHIPPING SHOP ITEM REVD PART REO'O DESCRIPTION MAT'L UNIT WT 71 A 2 71 8 T1 H BOTTOM PLATE ASSEMBLY A283 OR A36 4004 T2A 8 72 16 72 BOTTOM PLATE ASSEMBLY A283 OR A36 1975 T3A 4 73 73 ti BOTTOM PLATE ASSEMBLY A283 OR A36 962 T38 T4A 748 T5A 76A SIA A 4 4 4 8 4 73 74 T4 T5 76 12 8 12 16 8 73 — BOTTOM PLATE ASSEMBLY T4 — ROOF PLATE ASSEMBLY 74 — ROOF PLATE ASSEMBLY 75 ROOF PLATE ASSEMBLY T6 — ROOF PLATE ASSEMBLY A283 OR A36 A283 OR A36 A283 OR A36 A283 OR A36 A283 OR A36 1443 962 1443 4 4 S1 8 S1 - SAUCER PLATE ASSEMBLY ROOF CAP PLATES TYP. SHOP L FIELD INCLS. T2 & 73 BEVEL TI L T2 VIM 1 /B' LAND SEE DETAIL 'X' 6 SHOP TYP. > FIELD si'' SEE DETAIL Y' ONE LIFT © 11,181# NOTE: LIFT WEIGHT INCLS. 71, S1 & BOT. ACCESS TUBE C DOES NOT INCL. ANY STEM VT. 1 DETAIL "X" DETAIL "Y" A283 OR A36 A283 OR A36 877 117 BROWN N STEEL CONTRACTORS. INC. BOX 549 NEWNAN, CA. OESCRIPIIONI /16" C.A. TO CALC "1 "; 1/4" MIN. 150,800 GAL BALL, 34' -6 "0 X 30' -0" H.R. TANK BODY ERECTION DETAILS CUSTOMER TYBEE ISLAND, GA ORAMM BY WF own 10 -21 -98 anon° 8 K9 DATE 11I25M9 JOB NO. 3313 -98 ORAYANO NO. 3313 SMELT HO. 3 or / SEE DETAIL 'Y' SHIPPING SHOP DESCRIPTION MAT'L UNIT W I. ITEM REO'O PART REO'0 / 4 1 4A 1 BOTTOM ACCESS TUBE ASSEMBLY 1037 m T m co ^ . m ti I� ` ` L f 12F / /R24OLM 4D R30SO n 1 PIPE 48'0 x .375' x 3' -6' A283C b 1 18' x 24' ELLIPTICAL MANVAY C.S. c 3 STANDARD HANDLE A36 d 1 IE 1/2' x 60' O.D. x 48 1/4' I.D. A283C 4B 1 MID ACCESS TUBE ASSEMBLY 2817 e 1 PIPE 48'0 x .375' x 14' -2 9/16' A283C R30S0 12E 1 BOTTOM ACCESS TUBE LADDER A36 b N aJ 4C 1 TOP ACCESS TUBE ASSEMBLY F 1 PIPE 48'0 x .375' x 17'-8 1 /8' A283C 12F 1 TOP ACCESS TUBE LADDER 436 4D 1 p 1/2' x 50' O.D. A283C 278 .ii R240LM 1 24'0 SCREENED VENT - MODIFIED C.S. 204 Z ^ ? •-• = 4K DETAIL "Y" P -RIG 1 PAINTER'S RIGGING C.S. -- 4E 1 PRDTECTDSEAL VENT - 4'0 4854414 ALUM. 20 11 J �.` /...• s. \\ 4F 1 4'0 ROOF NOZZLE 20 I I I 9 ] PIPE 4'0 x STD. x 0' -9' C.S. e 12E z h 1 FLG. 4'0 x 150q x FFSO C.S. 4G 1 GSKT 3/16' x 9' 0.0. x 4' I.D. v/ (8) 7/8'0 HOLES ON 7 1/2' B.C. NED- PRENE i CUT -IN I I I N 1 ' 4E 4H 8 BOLT 5/8'0 x 3' LG. C.S. - 4J 1 ROD 1'0 x 14' -1 5/8' C.S. 38 j I% Q I SAUCER 4K 4 113' x 3` x 1/4' x 0'-4' 436 1 R30 2 30' SQUARE ROOF HATCH C.S. - \ PLATE i 4G -- DETAIL "X" h LS. & o - CZ I- y O.S BROWN STEEL CONTRACTORS, I NC BOX 549 NEWMAN. GA. yr * mlIM"IMMP' 4F O U of b DESCRIPTION ACCESS TUBE DETAILS o N • o °1 9 CUSTOMER TYBEE ISLAND, GA �� 4" FREEZE —PROOF VENT SBA.. BY VF /KM DATE 10 -21 -98 C+KCKEO BY Kp DATE 11 /zS /q18 SEE DET. 'X' ELEVATION c JOB NO. 3313 -98 DTAKwC MO, 3313 SHEET N° 4 DE 14' -11 5116' 4' -0' R. IS. CT co Eg W N a • cc Q 10 1/2' C2 5' -2 1/4' R. LS. C2&CT C1 7-0' R. I.S. CI & C2 10' -11 3/4' R. I.S. CI 10' -7 1/2' 1.S. R. BASE R. CONE ELEVATION_ 7' -1 1/4' 3' -2 3/16} LAY —OUT CT c 8 ) SEG REO D C/F ( 1 ) R 15/16' x 96' x 240' USE NC TEMPLATE 3034024 ASS'Y & FORMING DIM. TOP O.S. 0H0 = 3' -1 3/8' TOP I.S. ARC = 3' -1 11/16' BTM O.S. CHD = 4' -0 3/16' BTM T.S. ARC = 4' -0 7/9' D.S. DIAG. CHD. = 5' -10 5/16' WT /SEG = 624# FOR < 4 ) SEG TOGETHER. TOP 0.S. CHD = 8' -1 5/8' TOP I.S. ARC = 12' -6 13/16' BIM 0.5. CHD = 10' -5 7/8' BIM I.S. ARC = 16' -3 9/16 D.S. DIAG. CHD = 10' -4 1/4' WT /ASS'Y = 2496# 5' -5 13/16' LAY —OUT < 8 ) SEG REO'D C/F < 1 ) P 25/32' x 96' x 240' USE NC TEMPLATE 3061023 1/16, TYP 'A LAY —OUT PART a ( 9 ) SEG REO'D C/F < 1 ) 11_1 1/8' x 72' x 172' USE NC TEMPLATE 3247051 3'-2' 3' -4" LAY —OUT. PART b ( ONE ) SEG REO'D ASS'( & FORMING DIM. TOP LS. CHD = 3' -11 5/8' TOP 0.S. ARC = 4' -1 7/16' BTM I.S. CHD = 5' -4 5/16' BTM 0.5. ARC = 5' -6 7/16' I.S. DIAG. CHD. = 5' -11 1/8' WT /SEG = 569# FOR ( 2 > SEG TOGETHER TOP I.S. CHD = 7' -4 1/16' TOP D.S. ARC = 8' -2 7/8' BTM I.S. CHD = 9' -10 13/16' BTM 0,S. ARC = 11' -0 15/16' I.S. DIAG. CHD = 9' -3 1/2' WT /ASS'Y = 1138# LAY —OUTS ( 10 ) SEG REO'D C/F ( 5 ) R. 9/16' x 84' x 240' USE NC TEMPLATE 3061022 SHIPPING SHOP ITEM REVD PART REO'0 DESCRIPTION M A T'L UNIT WT 5A 3 BOTTOM CONE ASSEMBLY 3667 a 6 R_ 1 1/8' x (SEE SKETCH) A36 CI 6 R_ 9/16' x (SEE SKETCH) A36 c 6 BAR 4 x 1/4 x 10 1/2' A36 5B DOOR CONE ASSEMBLY 8445 a 1 R. 1 1/8' x (SEE SKETCH) A36 b C1 c 1 2 2 R.1 1/8' x <SEE SKETCH) A36 R. 9/16' x (SEE SKETCH) A36 BAR 4 x 1/4 x 10 1/2' A36 7A 1 DOOR ASSEMBLY C.S. CIA 1 C1 2 R. 9/16' x (SEE SKETCH) A36 2115 5C 2 It 1 1/8' x <SEE SKETCH)+ (2) PART c A36 552 C2A 4 C2 8 R. 25/32' x (SEE SKETCH) A36 1138 CTA 2 CT 8 IL 15/16' x (SEE SKETCH) A36 2496 50 20 BAR 1' S0. x 0' -8 1/2' LG A36 48 ASS'Y & FORMING DIM. TOP I.S. CHD = 4' -3 15/16' TOP 0.5. ARC = 4' -S 1/8' BTM I.S. CHD = 6' -9 7/16' BTM 0.S. ARC = 6' -11 1/8' I.S. DIAG. CHD. = 9' -9 3/16' WT /SEG = 1058* FOR < 2 ) SEG TOGETHER' TOP I.S. CHD = 8' -2 13/16' TOP 0.S. ARC = 8' -10 1/4' BTM I.S. CHD = 12' -10 7/8' BTM 0.S. ARC = 13' -10 1/4' I.S. DIAG. CHD = 13' -2' WT /ASS'Y = 2115# /8' DETAIL, "X" DETAIL "Y" NOTES 1. SHOP LEAVE 24' VERT UNWELDED TOP & BTM C2 & C 2. SHOP DO NOT WELD BASE PLATE VERTS. BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN. GA. DESCR1PTIO BASE CONE DETAILS CUSTOMER TYBEE ISLAND, GA ORAMN BY WF /KM OATS 10 -21 -98 CMECNEO 0= X-D GATE .10q NO. 3313 -98 ORANINC NO. 3313 SHEET NO, 5 OE NOTE: 1. ANCHOR BOLTS ON EACH SIDE OF THE MANDOOR WERE INCREASED FROM 2 1/4'0 TO 2 1/2'0. 1, 2 1/2'0 HOLE - FOR 6A 2 3/4'0 HOLE - FOR 68 8' 4' 1/2' 6' 2 1/4'0 ANCHOR BOLT OR 2 1/2'0 ANCHOR BOLT (SEE NOTE 1) SHIPPING SHOP !TEM REVD PART REO'0 DESCRIPTION MAT)._ UNIT WT 6A 18 ANCHOR BOLT CHAIR - SMALL BOLT 73 a 18 I[' 1 1/2' x 8' x 12 15/16' A283C 36 ii? 1/2' x 11 1/2' x 12 1/16' A283C 69 2 ANCHOR BOLT CHAIR - LARGE BOLT 73 c 2 IQ 1 1/2' x 8' x 12 15/16' A283C b 4 _F2,1/2' x 11 1/2' x 12 1/16' A283C BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN, GA. DESCR,PT1ON ANCHOR BOLT CHAIRS CUSTOMER TYBEE ISLAND, GA ORANN BY WF /KM DATE 10 -21 -98 CRECNED BY •n DATE lyzS 1q8 JOS No. 3313 -98 DRANWO NO. 3313 -98 SHEET NO. 6 Or 1 1/8' 3' -0' 2' -9 3/4' ti t ■ YI SHOP BREAI; 2 I /8'm\ 1 / HOLE FDR LOCK SET 3' -1 1/2' O.S. DOOR ELEVATION NOTE: 1. SEE SH. 1 FOR CORRECT BASE PLATE ORIENTATION. 2. SHOP TO SHIM DOOR 1/8' FROM FRAME WHEN ASSEMBLING. 3. SHOP TO INSTALL SHIPPING BRACING. SHIPPING BRACE SEE DET 'X' DOOR ASSEMBLY SHIPPING SHOP ITEM REOb PART REO'D DESCRIPTION MAT'L UNIT WT 7A 36' x 80' CONE DOOR ASSEMBLY 3090 a (NC R. 1 1/8' x 56 1/4 x 56 9/16 3061031) A283 a 2 E. 1 1/8' x 47 15/16 x 62 (NC 3061031) A283 c R 1/4' x 41' x 81 1/2' (NC 908 36801) C.S. a R. 1/4' x 2' x 58 1/2' C.S. e 2 WELD -ON PIN HINGES S.S. (AUSTIN PART NO. R194 -0120) 9 h k BAR 1 1/2 x 1/2 x 1'-0' (HANDLE BEND) A36 R. 1/4' x 1' x 1 1/2' CNC 908 00000) 55304 R. 1/4' x 1' x 2 1/4' (NC 908 00000) SS304 WELDABLE LOCK BOX (CAT.NO. LB218) n P LOCK SET (MCMASTER -CARR R1789A21) C.S. BRASS ..1 1/2' x 1 1/2' x 1/4' x 0' -3 A283 DETAIL ' c DETAIL "Y" BROWN S TEEL C ONTRACTORS, INC. Box 549 NEWNAN. GA OEScn PTION CONE DOOR DETAILS CUSTOMER TYBEE ISLAND, GA DRAMN av VF/KM DAIS 10 -21 -98 CNCoMED $V 140 CATE JOG ND. 3313 -98 DRAMNa NO 3313 -98 SHEET Ma 7 or SEE NOTE 2 0 N 0 0 z cr 0 z Z SPCC - 8 1/2 IIE OR 10G TYP 8' -0I I.D. 9I6 120 916' 3'-O' TSB -8 19/32 1 1IK 100 • N b 1IK 100 [C 0 a: z o� a a: r� 1- aJ 0 ELEVATION 2' -7 3/16' SECTION A -A 120 STEM LADDER SHIPPING SHOP ITEM REO'D PART REO'D DESCRIPTION M A T'L UNIT WT 8A 1 TOP STEM SECTION 24,275 a 2 e 1/2' x 93 5/8' x 303 1/8' A36 2 e 9/16' x 93 5/8' x 303 5/16' A36 c e 19/32' x 93 5/8' x 303 7/16' A36 106 PIPE 10'0 x 25' x 36' -0' A53B 10Q 2 e 1/4" x NC TEMPLATE 9100810 C.S. 11E PIPE 6'0 x .188' x 36' -0' A53B 11K 2 e 1/4' x NC TEMPLATE 9100806 C.S. 12D 1 TOP STEM LADDER C.S. SPCC TSB -8 STEM PLATF+IRM AND COND. CEILING C.S. TEMPORARY SHIPPING BRACING C.S. LLUG 2 LIFTING LUG C.S. PHR -8 24'0 PAINTER'S HATCH 8, RINGS C.S. PIPE 14'0 x .25' x 0' -6' A53B 1 PIPE 8'0 x .25' x 0' -6' A53B R30 SQHC 1 30' SQ. HATCH COVER C.S. NOTES: 1. SHOP INSTALL TEMPORARY BRACING ON INLET AND OVERFLOW PIPES FOR SHIPPING 2. WEIGHTS ARE BASED UPON EQUAL CAN HEIGHTS, CAN HEIGHTS MAY VARY BUT OVERALL LENGTH MUST BE MAINTAINED. BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN, GA. DESCRIPTION TOP STEM SECTION CUSTOMER TYBEE ISLAND, GA BRAMN BY WF /KM a10 -21 -98 OHEb4ED BY Kp O.,E JOB Na. 3313 -98 ORAIMNO NO, 3313 SHEET NO. 8-A 5 SECT. 2 7' -9 5/8' = 39' -0' SEE NOTE 2 TSB 21/3 i rD 100 IIK 16 I0F 1IF 8' -0T I.D 23/32 120 3' -0' 25/' 32 TSB 6 d 100 11K ELEVATION 0 SHIPPING ITEM REO'D SHOP PART REO'O DESCRIPTION MAT'L UNIT WT SECTION A —A 12C STEM LADDER 80 1 MID STEM SECTION 31,550 a 1 e 21/32' x 93 5/8' x 303 5/8' A36 b 1 E 11/16' x 93 5/8' x 303 11/16' 436 c E 23/32' x 93 5/8' x 303 13/16' A36 d 1 R 25/32' x 93 5/8' x 304' A36 e I IE 13/16' x 93 5/8' x 303 13/16' 436 10F 1 MID STEM INLET ASSEMBLY A53B 100 2 E 1/4' x NC TEMPLATE 9100810 C.S. IIF 1 MID STEM OVERFLOW ASSEMBLY A53B 11K 2 IC 1/4' x NC TEMPLATE 9100806 12C 1 MID STEM LADDER C.S. C.S. TSB -8 2 TEMPORARY SHIPPING BRACING C.S. LLUG 2 LIFTING LUG C.S. NOTES. 1. SHOP INSTALL TEMPORARY BRACING ON INLET AND OVERFLOW PIPES FOR SHIPPING 2, WEIGHTS ARE BASED UPON EQUAL CAN HEIGHTS, CAN HEIGHTS MAY VARY BUT OVERALL LENGTH MUST BE MAINTAINED. BROWN STEEL CONTRACTORS. INC. BOX 649 NEMNAN, GA DESCRIPTION MID STEM SECTION CUSTOMER TYBEE ISLAND, GA ORAMW Or WF /KM DATE 10 -27 -98 LMEBCED 9Y kp OAtt VZS/yI? J00 NO. 3313 -98 DRAMt1O H0. 3313 SHEET NO. 8-8 or ELEVATION SECTION A —A 12D STEM LADDER LLUG SHIPPING SHOP ITEM REO'D PART REO.D DESCRIPTION MAT'L UNIT WT 9A BOTTOM STEM SECTION 19,638 1 E 7/8' x 93 5/8' x 304 5/16' A36 b 1 ie 15/16' x 93 5/8' x 304 1/2' A36 c • 15/16' x 38 3/4' x 304 1/2' A36 IOE BOTTOM STEM INLET ASSEMBLY A530 100 2 e 1/4' x NC TEMPLATE 9100810 C.S. IIG 1 BOTTOM STEM OVERFLOW ASSEMBLY A53B 11K 2 E 1/4' x NC TEMPLATE 9100806 C.S. 12C I BOTTOM STEM LADDER C.S. TSB 1 1E4P„F.An'' :HIPPING BRACING C.S. LLUG 2 LIFTING LUG C.S. 2 PIPE 14'0 x .25' x 0' -6' A53B PIPE 8'0 x .25' x A530 SO C 30' SQ. HATCH COVER C.S. SPCCC STEM PLATFORM AND COND. CEILING C.S. NOTES' 1. SHOP INSTALL TEMPORARY BRACING ON INLET, OUTLET AND OVERFLOW PIPES FOR SHIPPING 2. WEIGHTS ARE BASED UPON EQUAL CAN HEIGHTS, CAN HEIGHTS MAY VARY BUT OVERALL LENGTH MUST BE MAINTAINED. BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN. GA. DESCRIPTION BOTTOM STEM SECTION CUSTOMER TYBEE ISLAND, GA WW AN OATS WF /KM 10-27 -98 0.03HEO 8Y Iti9 DATE 11/as /58 JOB NO. ORAwNO NO. 3313 -98 3313 SHEET NO. I TSB I I I fn 10Q IIK I o z-b 100 SEE NOTE 2 12C 8' -01 10E 11G I.D. 15/16' 3'-0' �IlK TYP. FOR ALL PIPING n 5' -0' I TJT I 8 I I 15/16' I -1-- ELEVATION SECTION A —A 12D STEM LADDER LLUG SHIPPING SHOP ITEM REO'D PART REO.D DESCRIPTION MAT'L UNIT WT 9A BOTTOM STEM SECTION 19,638 1 E 7/8' x 93 5/8' x 304 5/16' A36 b 1 ie 15/16' x 93 5/8' x 304 1/2' A36 c • 15/16' x 38 3/4' x 304 1/2' A36 IOE BOTTOM STEM INLET ASSEMBLY A530 100 2 e 1/4' x NC TEMPLATE 9100810 C.S. IIG 1 BOTTOM STEM OVERFLOW ASSEMBLY A53B 11K 2 E 1/4' x NC TEMPLATE 9100806 C.S. 12C I BOTTOM STEM LADDER C.S. TSB 1 1E4P„F.An'' :HIPPING BRACING C.S. LLUG 2 LIFTING LUG C.S. 2 PIPE 14'0 x .25' x 0' -6' A53B PIPE 8'0 x .25' x A530 SO C 30' SQ. HATCH COVER C.S. SPCCC STEM PLATFORM AND COND. CEILING C.S. NOTES' 1. SHOP INSTALL TEMPORARY BRACING ON INLET, OUTLET AND OVERFLOW PIPES FOR SHIPPING 2. WEIGHTS ARE BASED UPON EQUAL CAN HEIGHTS, CAN HEIGHTS MAY VARY BUT OVERALL LENGTH MUST BE MAINTAINED. BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN. GA. DESCRIPTION BOTTOM STEM SECTION CUSTOMER TYBEE ISLAND, GA WW AN OATS WF /KM 10-27 -98 0.03HEO 8Y Iti9 DATE 11/as /58 JOB NO. ORAwNO NO. 3313 -98 3313 SHEET NO. SEE DETAIL 1---J IOK 10J 1OG� SEE DETAIL 'Y' (TYP.) 10E —. 100 OrAIL .X, N _.a - m I Co. u , ci REF. 118' -0 3/4' L.W.L. I'1 0 in M IIl u) T m I i Olik iou Q ruc; n o 108 .it, IOA i7 NOTES FIELD TRIM ITEM 10K FLUSH TO BOTTOM OF TANK. GRIND REMAINING EDGE OF PIPE SMOOTH AND USE IT AS A REMOVABLE SILT STOP. PER DETAIL 11/16'6 HOLE FOR ANCHOR STUDS - 2 REVD. e 180• VERIFY ORIENT. 8 ELEV. w/ ENG. BEFORE INSTALLING 101< REMOVABLE DG NOT WELD TO SAUCER 10K r I I 1 _J DETAIL "X" DETAIL "Y" DP -10S DETAIL "Z" 10M 10L 101< SHIPPING SHOP ITEM REO'0 PART REO'D DESCRIPTION MAT'L UNIT WT 10A 2 GATE VALVE - 10'0 FLG - FLG A53B 402 108 1 WELD TEE - 10'0 FLG - FLG A53B 230 10C 1 DRAIN TO OVERFLOW ASSEMBLY 64 D PIPE 6'0 x .188 x 3' -10 3/8' A53B b FLG. 10'0 RFSD 1504 A539 100 1 BASE CONE INLET ASSEMBLY 395 c 1 PIPE 10'0 x .25 x 12' -6 3/8' 6539 d BAR 3' x 1/4' x 2' -8 3/16' C.S. 1 FLG. 10'0 150# RFSD C.S. 10E BOTTOM STEM INLET ASSEMBLY f 1 PIPE 10'0 x .25 x 18' -9 15/16' A53B tl BAR 3' x 1/4' x 2' -8 3/16' C.S. 1 OF 1 MID STEM INLET ASSEMBLY 1099 k PIPE 10'0 x .25 x 39' -0' A53B 1 BAR 3' x 1/4' x 2' -8 3/16' C.S. 100 PIPE 10'0 x .25 x 36' -0• 6533 1009 1014 1 BAR 1 1/2' x 3/16' x 0' -2' w/ 5/16'0 HOLE A36 1 10J 1 SMITH -BLAIR CLPG. w/ ANCHOR STUDS - 8'0 x LO' LG- C.S. 49 10K 1 PIPE 10'0 x .25 x 9' -0' (FIELD TRIM) 6533 252 DP- los 1 DEFLECTOR PLATE FOR 10'0 STEEL. PIPE C.S. 35 1OL 2 QUICK RELEASE PIN S.S. IOM 1 ge. 1/4' x 16' D.D. x 8 7/8' 1.0. A283C 10 ION 4 GSKT. 13 3/8' O.D. x 10' I.D. w/ (12) 1'8 HOLES ON 14 1/2' B.C. NEOP. 1OP 48 BOLT 7/8'0 x 4' LG. w/ HN C.S. 100 6 EE 1/4' NC TEMPLATE 9100810 C.S. 108 2 GSKT. 8 3/4' 0.D. x 6' I.D. w/ (8) 7/8'0 HOLES ON 9 1/2' B.C. NEOP. 105 IOT 10U 16 BOLT 3/4.0 x 3 1/2' LG. w/ HN GATE VALVE - 6'0 FLG - FLG CS. C.S. SAMPLE TAP 10 B 1 CPLG 1/2' - THR'D A106 M 1 CLOSE NIPPLE - 1/2'0 THR'D C.S. 1 BALL VALVE - 1/2'0 THR'D BRONZE n 1/2' - HOSE BIBB BRONZE BROWN STEEL CONTRACTORS, I NC BOX 549 NEWNAN. GA. DESCRIPTION 10 "0 INLET DETAILS w/ 6 "0 DRAIN CUSTOMER TYBEE ISLAND, GA ORAw4 BY WF /KM DAIS 10 -26 -98 O-COKED BY OKM 11 itsMB JOB NO. 3313 -98 ORAIRNO NO. 3313 SHEET NO. 1 0 OF 24' R. SHIPPING SHOP DESCRIPTION MAT'L UNIT WT .TEM REO'D PART RE0'0 3 ± MIIF ° m v ■ 11A 1 OVERFLOW WEIR BOX ASSEMBLY 92 N N N. ° iu r1 ' m m Qo iv ° io .- 11A N. 98.0 ACCESS TUBE `� a 1 R. 1/4' x 18" x 60' 1132471101 A283C b 1 le 1/4' x 24' x 18' A283C 1 1B N .. 11B 1 PIPE 6'0 x .25' x 25' -0' 426 I1C 1 TOP SECTION OVERFLOW ASSEMBLY 210 1' -6' 2' -0' 1'-6' c 1 PIPE 6'0 x .25 x 12' -0 7/8' A36 IIL d 1 BAR 3' x 1/4' x 1'-9 9/16' A53B 5' -0• 11D 1 SMITH -BLAIR 411 CPLG. -6'0 x 10' LG. SLEEVE w/ C2) 5/8'0 ANCHOR STUDS 49 PART O �1 , / \ \ 11E 1 PIPE 6'0 x .188 x 36' -0' A53B —a ..� a 11C Il/16'0 HOLE 111) FOR ANCHOR Da / 11F 1 MID SECTION OVERFLOW ASSEMBLY 5119 STUDS - 2 REQ'D. e l c c SEE DETAIL 'X' ..".• u / d N e 1 PIPE 6'0 x .188 x 39' -0' A538 d 1 BAR 3' x 1/4' x 1' -9 9/16' A36 iii y -.-I 17E 11G 1 BOTTOM SECTION OVERFLOW ASSEMBLY 248 1 a w o \\ 0 o \ Q L Z W _ 1 �a� W l♦ F 1 PIPE 6'0 x .188 x 18' -9 15/16' A53B 1 r 1 I y ,O t `_.) i a d 1 BAR 3' x 1/4' x 1' -9 9/16' A36 1114 1 CONE OVERFLOW ASSEMBLY 170 9 1 WELD TEE 6'0 A53B SEE DETAIL 'Y' , "X "` DETAIL "Y" h 3 PIPE 6'0 x .188 x 6'-9 3/16' A53B _DETAIL ,1 1 PIPE 6'0 x .188 x 1' -6 1/2' A5313 k 2 WELD ELL 6'0 x 45' L.R. STD. WT. A53B d 1 BAR 3' x 1/4' x 1' -9 9/16' A36 II d 11J 1 CONE OVERFLOW DRAIN ASSEMBLY 126 1 1 PIPE 6'0 x .188 x 6' -6 1/8' C.S. \ 1 p h m 116 I1H n 1 PIPE 6'0 x .188 x 1' -1 1/4' C.S. 1 k 1 VELD ELL 6'm x 45• L.R. STD, VT. A53B PLEASE PROVIDE QUICK CPLG.•_3 3/4' I1H q DETAIL WE -6 FF45 1 FLAP VALVE FOR 6'0 OVERFLOW AMC IIK 1 R. 1/4' x NC TEMPLATE 9100806 A53B - 1- I i �^ 11L 1 R. 1/4' x 12' O.D. x 6 7/8' I.D. C.S. 11 _____ i2' -1 7/8' pp f 0' ;;� _........ 2. -0' FF45 WE-6 11J k ' I /� (I BROWN STEEL CONTRACTORS. INC. BOX 549 NEWNAN, GA • • =eil _ DESCRtPTtOg6 "f OVERFLOW DETAILS 1114 i �+ 1 1 ` i`�-- _ 11J CUSTOMER TYBEE ISLAND, GA III =. ��� SUPPORTE 101 . I IOC °� _!'_ , SPLASH 1 -0• SUPPORT at OWN BY WF /KM DATE 10 -26 -98 OKCKED w V-{j DATE 1V /zs /6 PAD » as Na 3313 -98 DRAww6 NO. 3313 s'wz NO. 11 Or j" I i�i ry DETAIL Z 6' 14'-9' 14 SP. 2 1' -0' = 14' -0" 6' ITEM 12A BASE CONE LADDER 18' -0' TOP END 17 SP. 2 1' -0' = 17' -0' 6' TOP END 6' 10' -o' b ITEM 12B BTM STEM LADDER 39' -0' 16' LS. SECTION A —A TYP LADDERS 12A, 12B, 12C,12D&12J TYP NOTE, SEE SH, SDI FOR INSTALLATION DETAILS, BOLTS AND SAFETY DEVICES. 39 SP. 2 1' -0' = 38' -0' 6' TOP END 6' b 3 SP. P 10' -0' = 30' -0' 37' -9' ITEM 12C MID STEM LADDER 37 SP. 2 1' -o' = 37' -0` 3' 3' 8' 14' -5' b 3 SP, 2 10' -0' = 30' -0' 13 SP 2 1' -0' = 13'-0' 9i TOP END b CL 13/16'0 HOLE` 8' -3' ITEM 12E PLATFORM TO A,T. LADDER 16' -9' 16 SP 2 1' -0' = 16' -0' ITEM 12D TOP STEM LADDER 6' TOP END k b 9' -0' ITEM 12G TOP A.T. LADDER 33' -6' TOP END 14' -2' 6' 13 SP 2 1' -0• = 13' -0' 8' b b J t2• 4' -2' I t 13/16' x 1 1/2' SLOT ITEM 12F BTM. A,T. LADDER 33 SP € 1' -0' = 33' -0' 3' 10' -0' 1 10' -0' 1 10' -0' ITEM 12H TOP END O.S. A,T. LADDER SHIPPING SHOP ITEM REVD PART REVD DESCRIPTION M6T'L UNIT WT 12A BASE CONE LADDER 106 a 2 BAR 2' x 3/8' x 14' -9' A36 15 ROD 3/4'0 x 1' -4 3/4' 636 I2B 1 BTM STEM LADDER 133 2 BAR 2' x 3/8' x 18' -0' A36 b 2 BAR 2' x 3/8' x 0' -6' A36 18 ROD 3/4'0 x 1' -4 3/4' A36 12C MID STEM LADDER 284 a 2 BAR 2' x 3/8' x 39' -0' 636 b 8 BAR 2' x 3/8' x 0' -6' A36 39 ROD 3/4'0 x I' -4 3/4' A36 12D TOP STEM LADDER 273 2 BAR 2' x 3/8' x 37' -9' A36 b 8 BAR 2` x 3/8' x 0' -6' A36 c 38 ROD 3/4'0 x 1' -4 3/4' A36 12E 1 PLATFORM TO ACCESS TUBE LADDER 106 2 BAR 2'x 3/8' x 14' -5' A36 b 2 BAR 2' x 3/8" x 0' -6' A36 14 ROD 3/4'0 x 1' -4 3/4' A36 12F BOTTOM ACCESS TUBE LADDER 103 2 BAR 2' x 3/8' x I4' -2' A36 b 4 BAR 2' x 3/8' x 0' -6' A36 14 ROD 3/4'0 x 1' -4 3/4' A36 12G TOP ACCESS TUBE LADDER 123 k 2 BAR 2' x 3/8' x 16' -9' A36 b 8 BAR 2' x 3/8' x 0' -6' A36 17 ROD 3/4'0 x 1' -4 3/4' A36 i 12H OUTSIDE ACCESS TUBE LADDER 255 2 BAR 2' x 3/8' x 33' -6' A36 P 8 BAR 2' x 3/8' x 0' -8 3/16 A36 c 34 ROD 3/4'0 x 1' -4 3/4' A36 BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN, GA DESCRIPTION LADDER DETAILS CUSTOMER TYBEE ISLAND, GA DRAWN BY WF /KM DATE 10 -21 -98 CHECKED BY DATE Zril .o NO, 3313 -98 ORAAP.0 NO. 3313 SHEET No. 12 or R240LM 13D FOR LIGHT 1. CONDUIT AROUND CONE e 10,t C.0 13C - 2 REQ'D. (SIDE BY SIDE) LIGHT AT TOP AND MIDPOINT OF ACCESS TUBE 6' O'FLOW PIPE 10.0 INLET PIPE CONDUIT RUNS UNDER PLATFORM TO ITEM 130 TOP STEM LIGHT MID STEM LIGHTS BOTTOM STEM LIGHT SECTION B —B ITEM 13E CONE LIGHT FUTURE LEVEL TRANSDUCER FLG 6) REO'D. (1) REQ'D. 0 ° 7 15/16' 13A ELEVATION ELECTRICAL NOTES: 3' M 4 15/16' I ITEM 13D CLINE ELECTRICAL CLIPS (10) REQ'D. 1. ALL ELECTRICAL ITEMS BY BSCI SUB -CONT. 2. BSCI CREW TO PROVIDE ALL WELDED ATTACHMENTS AND PROJECTIONS THRU TANK ONLY. 3. CONDUIT ATTACHES TO LUGS 13B AND 13D, OR LADDER LUGS AS SHOWN ON THIS SHEET. 4. SEE ENGINEER'S SPECIFICATION REGARDING PAINTING OF ELECTRICAL PANEL BOARDS. SHIPPING SHOP ITEM REO'D PART REO'D DESCRIPTION MAT'L UNIT WT 13A 1 ELECTRICAL PANEL BOARD 350 D Ft. 1/4' x 48' x 96' A283C b 2 4 3' x 3' x 1/4' x 0' -7 15/16' M.O.E. A36 c 2 4 3' x 3' x 1/4' x 3' -1 7/16' A36 13B 2 BAR 3' x 1/4' x 0' -3' A36 1 13C CPLG. I'0 w/ THR'D. PLUG A105 13D 10 BAR 3' x 1/4' x 0'-4 11/16' A36 13E 1 FUTURE LEVEL TRANSDUCER FLANGE 14 d 1 FLG 3'0 RFSO 150I 6'0 OVERFLOW - -PIPE e PIPE 3'0 x SCH. 40 x 0' -9' C.S. C.S. 10'0 INLET- OUTLET PIPE ELECTRICAL ENTRANCE 13A ELECTRICAL PANEL BOARD S CTION CONDUIT RUNS ALO THE BASE PLATE AND ATTACHES TO LADDER LUGS IN STEM. BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN, GA DESCRIPTOR ELECTRICAL SUPPORT DETAILS CUSTOMER TYBEE ISLAND, GA MANN Sr WF /KM ale No 3313 -98 DANE 11 -25 -98 CRANING NQ 3313 axOCED w DAIS I Nil " *X 13 of 13 1/8' DIA. TYP. 1 1/2' 0 tn (2)- 3/16'0 HOLES "ITEM NP -1 A" C2REQ'D) SHIPPING SHOP ITEM RE0•0 PART Rc0,0 DESCRIPTION M A T'L UNIT WT NP -1A 2 1 1/2 X 1 1/2 X 1/8 X 0' -5 1/4• A36 NP -1B 4 1/8'0 BRASS SCREWS BRASS NP -IC NAMEPLATE ALUM. w/ BLOCK LETTERING ALUM. BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN, GA. DESCR,P TION NAME PLATE DETAILS CUSTOMER TYBEE ISLAND,GA ORAMN BY WF /KM DATE 10 -21 -98 o.c «cD ev Kb Ow1E tl /z sJ9g -*ONO. 3313 -98 ORA'MNC NO. 3313 SKEET NO. N P 1 Or 1 7 3/4' Z el F 0 0 4 7/8' AWWA D100 CONTRACT NO. YEAR O'FLOW ELEV. 0311 1 NOM. DM, FT. 34' -I" M0 IINOP& HT., FT. 146' -O a /4" 1110.53' NOM. CAP., OAL.I160,000 i I.I ATERIAL AMC FA I° ICATIED AND ERECTED BEY EROWN STEEL CONTRACTORS, INC. ti NEW GEORGIA 3/16' 1/8' DIA. TYP. 1 1/2' 0 tn (2)- 3/16'0 HOLES "ITEM NP -1 A" C2REQ'D) SHIPPING SHOP ITEM RE0•0 PART Rc0,0 DESCRIPTION M A T'L UNIT WT NP -1A 2 1 1/2 X 1 1/2 X 1/8 X 0' -5 1/4• A36 NP -1B 4 1/8'0 BRASS SCREWS BRASS NP -IC NAMEPLATE ALUM. w/ BLOCK LETTERING ALUM. BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN, GA. DESCR,P TION NAME PLATE DETAILS CUSTOMER TYBEE ISLAND,GA ORAMN BY WF /KM DATE 10 -21 -98 o.c «cD ev Kb Ow1E tl /z sJ9g -*ONO. 3313 -98 ORA'MNC NO. 3313 SKEET NO. N P 1 Or 1 COAT LOCATION DESCRIPTION MILS /COAT QTY REQ'O NOTES: 1. PAINT PREPARATION: A. SURFACE PREPARATION: ROTO BLAST (SHOP), ABRASIVE BLAST (FIELD) 1. INTERIOR WET SURFACES: BLAST TO SSPC -SPIO <NEAR WHITE BLAST) 2. EXTERIOR AND INT. DRY SURFACES: BLAST TO SSPC -SP6 (COMMERCIAL BLAST) B. WELD PREPARATION: I. ALL WELDS ARE TO BE SMOOTH DR GROUND SMOOTH. 2. ALL SHARP CORNERS OR BURRS ARE TO BE GROUND SMOOTH. 3. ALL WELD SPATTER IS TO BE REMOVED COMPLETELY. 2. PAINT APPLICATION: PAINT SHALL BE APPLIED PER THE MANUFACTURERS RECOMMENDATIONS AND BE FREE OF RUNS, SAGS, DRIPS AND HOLIDAYS. A. PAINT SHALL BE APPLIED TO THE MINIMUM MILLAGES SHOWN. B. ALL PAINT IS TO BE BY TNEMEC COMPANY, INC. C. FOR COLD WEATHER APPLICATION: SPECIFIED PAINT SUBSTITUTE PAINT/ ADDITIVE COMMENT SHOP PRIME INTERIOR TNEMEC 20-1255 BEIGE POTA -PDX THINNER: y4 WET DRY 60 GALS 5.5 to 9.0 3.0 to 5.o EXTERIOR TNEMEC 90 -97 REDDISH -GRAY TNEME -ZINC THINNER: SEE DATA SHEETS WET DRY 40 GALS 4.0 to 5.5 2.5 to 3.5 TNEMEC 20 SERIES TNEMEC 66 SERIES TNEMEC 74 SERIES TNEMEC 90 -97 SERIES TNEMEC FC20 SERIES TNEMEC 161 SERIES TNEMEC 44 -710 SERIES TNEMEC 44 -710 SERIES IDENTICAL, CONTAINS ACCELERATOR IDENTICAL, CONTAINS ACCELERATOR ACCELERATOR ACCELERATOR FIELD PATCH PRIME ALL FIELD PAINT BY BSCI SUB -CONT. INTERIOR TNEMEC 20 -1255 BEIGE POTA -PDX THINNER: #4 WET DRY 5.5 9.0 3.0 5.0 3. ALL FIELD PAINT BY BSC1 SUB -B CONTRACTOR. 4. PAINT SUB - CONTRACTOR SHALL STERILIZE TANK INTERIOR PER AWWA C652 -86 METHOD *3 5. AFTER SURFACE PREPARATION AND PRIOR TO PAINTING, ALL UNWELDED AND TACK - WELDED SEAMS WILL BE FILLED WITH TNEMEC SERIES 63 -1500 FILLER AND SURFACER. 6. ALL WELDED SEAMS, CREVICES, AND JOINTS BETWEEN STRUCTURAL MEMBERS AND STEEL PLATES SHALL BE BRUSHED WITH SERIES 20 POTA -PDX BEIGE PRIMER THINNED 25X WITH 41 -4 THINNER AND ALLOWED TO CURE 24 HOURS MINIMUM PRIOR TO APPLICATION OF FULL PRIMER COAT. 7. APPLY TWO COATS OF SERIES 66 COLOR H -BUILD EPDXOLINE TO INLET PIPE TO 4' -0' ABOVE FLOOR. BRUSH BLAST DUCTILE IRON PIPE TO REMOVE BITUMINOUS COATING BEFORE PAINTING. 8. SEE ENGINEER'S SPECIFICATION REGARDING STENCILING OF PIPING. EXTERIOR TNEMEC 90 -97 REDDISH -GRAY TNEME -ZINC THINNER: SEE DATA SHEETS WET DRY 4.0 5.5 2.5 3.5 FINISH INTERIOR TNEMEC 20 -WHO2 TANK WHITE POTA -PDX THINNER: p4 WET DRY - SURFACE AREAS; 7.0 to 10.5 4.0 to 6.0 INTERIOR = 8,275 SQ FT EXTERIOR = 7,400 SQ FT ACV. Date OM -RAMON er pac TOTAL MINIMUM DRY MILLAGES: BROWN STEEL CONTRACTORS. INC. BOX 549 NEWNAN, GA. EXTERIOR ONE FULL COAT EACH TNEMEC 66 -COLOR HI -BUILD EPDXOLINE (TINT FOR CONTRAST) TNEMEC 74 SERIES ` =V ENDURA - SHIELD COLOR; WET DRY - - - 3.5 to 5.5 3.0 to 6.0 2.0 to 3.0 2.0 to 4.0 INTERIOR: PRIME 3.0 -5.0 MILS EXTERIOR: PRIME = 2.5 -3.5 MILS oescmn ioN PAINT SCHEDULE INTER. = 2.0 -3.0 MILS FINISH = 4.0 -6.0 MILS cusromER TYBEE ISLAND, GA FINISH = 2,0-4.0 MILS TOTAL = 7.0 -11.0 MILS TOTAL = 6.5 -10.5 MILS ORAVOI WF 3313-98 a10 23 -98 Ij _ are 3313 «E «MD.Y �D I WE. D11 sHecr Na P 1 0, 1 THINNER SEE DATA SH'S SD -IA 12C SD -1H SD -IC 12A SAFETY DEVICE SAFETY DEVICE NOTES: LADDER /-PLATFORM, /TANK OR BASE SECTION A -A TYP ALL LADDERS 1. ALL LADDERS ARE TO BE EQUIPPED WITH 'SAF -T- CLIMB' RIGID RAIL SAFETY DEVICES. 2. INSTALL DEVICES PER MANUFACTURER'S INSTALLATION INSTRUCTIONS & DETAILS SHOWN THIS SHEET. 3. INSTALL EACH LADDER DEVICE AS FOLLOWS n) START AT BOTTOM OF LADDER b) INSTALL SHORT SECTION FIRST 4, IF SHORT SECTION IS 6' OR LESS, USE RING CLAMP AT TOP AND BOTTOM OF SECTION. 5. USE INTERNAL ALIGNMENT GUIDES AT ALL SPLICE POINTS. 6. SPACE CLAMPS 2 6' C /C. 7. ALL CLAMPS USE 3 1/8' STUD BOLTS. 8. HARNESS TO BE PROVIDED IN THE FOLLOWING SIZES EXTRA SMALL, SMALL AND MEDIUM (1 EACH). 4D-1J I .I ■ SHOP TRIM BTM DETAIL "Z" SHIPPING SHOP ITEM REM) PART REO'O DESCRIPTION M UNIT WT SD -IA 8 21' STRAIGHT SECT, RIGID RAIL V. SD -1B 8' SAF -T -PIVOT SECT. GAL V. SD -1C 4' -0' SECT. STRAIGHT RAIL GAL V. SD -IE 12' -O' SECT. STRAIGHT RAIL GAL V. SD-IF 2 SLEEVE L -3330 w/ BELT HOOK ATTACHMENT SH -523 SD -1G SD -1H SD -IJ 3 HARNESS (SEE NOTE 8) 2 412 x 2 x 3/8 x 3' -6' (FIELD TRIM) A36 2 BAR 3 x 1/4 x l' -9' (BEND) A36 5 BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN, GA. DESCRIPTION SAFETY DEVICE DETAILS AND GENERAL LADDER DETAILS CUSTOMER TYBEE ISLAND, GA DRAWN BY WF DATE 10 -23 -98 OSCOCCO BY 1�9 DATE JOB NO. 3313 -98 DRAMNO NO. 3313 SHEET Na SD 1 OE 1 25' -0' O D SLAB 23' -l0' Q.D. RINGWALL 20' -ID' I.D. RINGWALL \,/ - 19' -9' I.D. SLAB 3' -5 TYP, CHD. l ‘ /j `1 it/ 4, O / "t. - - -i A , , _ Oar /0 3 t` �r 04. /6. ... t ^ ' 24' G. SUMP SEE ENG. PLANS FOR DETAILS ' -0 . t ', 1' -6' Ft NEW 10'0 TANK FEED / .�Q NEW 10'0 TANK FEED li I -,t�� r j`1 ,...../ AND 6'0 O'FLOW o AND TANK DRAIN ' in \ ?1 i. - p r0 n N - ... �_ N ; F2B - P., 2 I/2'0 �` BOLT cc-.g. 14'0 AUGER -CAST PILES. SEE SH. PLI FOR LAYOUT 3 NO. 8 HOOPS 2 12 3/4' O.C. 57 NO. 5 RADIAL BARS x 2' -I 1/2' LG. FOUNDATION PLAN` (20) A.B. OM 22'-4' B.C. IB - 2 1/4'0 EQUAL SPACED 2 - 2 1/2'0 SPECIAL SPACING @ MANDOOR FOUNDATION NOTES: 1. THE TOP OF THE RINGWALL SHALL BE LEVEL WITHIN THE FOLLOWING TOLERANCES a) WS' IN ANY 30' CIRCUMFERENTIAL LENGTH b) ±114' FROM ESTABLLISHED ELEVATION 2. HOOP STEEL SPLICES TO BE LAPPED AT LEAST 30' - NO. 5 HOOPS 60' - NO. 8 HOOPS 60' - NO. 9 HOOPS 3. SPLICES IN ADJACENT HOOP STEEL MEMBERS TO BE STAGGERED AT LEAST 3 FEET. 4. FOUNDATIONS ARE DESIGNED FOR 80 TON 14.0 AUGER -CAST PILES (MINIMUM FACTOR OF SAFETY = 2.0 PER AWWA) w/ A TIP DEPTH OF 65 FEET. 5. MINIMUM CONCRETE COVER REINFORCEMENT IS AS LISTED BELOW (REF. ACI 318 -95) a) CONCRETE CAST AGAINST AND PERMENTLY EXPOSED TO EARTH 3' b) CONCRETE EXPOSED TO EARTH AND WEATHER *6 BARS AND LARGER 2' *5 BARS AND SMALLER 1 1/2' 6. FOUNDATION IS TO BE BUILT IN ACCORDANCE WITH ACI 318 -95, SPECIFICATIONS, SOILS REPORT, AND THESE DRAWINGS. 7. MINIMUM COMPRESSIVE CONCRETE STRENGTH IS 4000 P.S.I. COMPRESSIVE STRENGTH OF PILE GROUT IS 5000 PSI. REBAR GRADE IS 60 KSI. 8. THE FOUNDATION CONTRACTOR SHALL PROVIDE TEST CYLINDERS AS ENUMERATED BELOW. BREAK REPORTS, INCLUDING LOCATION OF POUR, ARE TO BE FURNISHED TO BROWN STEEL AND THE ENGINEER. BREAK ONE B 7 DAYS NO. REQ'D BREAK ONE 2 28 DAYS 3 /POUR HOLD ONE IN RESERVE 9. ANCHOR BOLTS TO BE SUPPLIED BY BROWN STEEL CONTRACTORS, INC. 10. STRUCTURAL FILL SHOULD BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY. 11. DIMENSIONAL TOLERANCE IS 1/4' EXCEPT FOR ANCHOR BOLTS WHICH MUCH BE SET TO EXACT DIMENSIONS SHOWN. PILE TOLERANCES ARE PLAN, 3' , PLUMB, 2%. 12. IT IS ANTICIPATED THAT THE WATER TABLE WILL BE ENCOUNTERED DURING EXCAVATION. FOUNDATION SUB - CONTRACTOR SHALL BE PREPARED TO DEWATER. • R qr aIsTE %'q NO. 24028 , - PROFESSIONAL -; • BROWN STEEL CONTRACTORS. INC. BOX 549 NEWNAN. GA DESCRIPTION FOUNDATION PLAN CUSTOMER TYBEE ISLAND, GA ANN R' WF /KM JO® Na 3313 -98 QATE 10-14 -98 DRAMIND NO 3313 COLD HY DATE ..cry NJa Fl 3 TOP END 4' -3' 6' THREAD F2A OR F2B 3' THR'DI 111 ,r-b OR d `-aORc I' -6' PROJ. ANCHOR BOLT DETAIL ( 20 ) REO'D TOTAL T.O.F. 125' 44 0 o: w U) 0 4 NO. 5 HOOPS B 13 11/16' O.C.E.F. FOUNDATION QUANTITIES - (DOES NOT INCLUDE PILING) 26.1 CU. YD. CONCRETE 4000 PSI 2,579 22 LB. REBAR GRADE 60 14.0 AUGER -CAST PILES x 65'-O' LG. SHIPPING SHOP ITEM REOTI PART *WV F2A 18 a 18 b 36 F2B 2 c 2 d 4 DESCRIPTION MAT'L UNIT WT ANCHOR BOLT ASSEMBLY 61 ROD 2 1/4'0 x 4' -3' A36 HEAVY HEX NUT - 2 1/4'0 A36 MANDOOR A .B. ASSEMBLY ROD 2 1/2'0 x 4' -3' A36 HEAVY HEX NUT - 2 1/2•0 A36 I1' -11 RINGVALL O.S. RADIUS 1' -6' RINGVALL I.S. RADIUS Q a. 1/2' EXP. JOINT (TYP.) 6' CONC. SLAB w/ r6x6- V2.9 x V2.9 VVF /6 SLOPE TO SUMP 59 NO. 4 BARS B 14 7 /8'D.C.x 5' -2' LG. w/ 6' HOOK -w- • V • _•. 2NO.9 I. J 54 NO. 4 BARS 2 14 7/8' O.C. x "—r --- -L 5' -2' LG. w/ 6' HOOK 'I. 7 1 r 1111 1 Ili T T rrrr� t 2 -7 1/2' 3 NO. 8 HOOPS B 12 3/4' O.C. rrr III III ITT III 11 III III III 57 NO. 5 RADIAL BARS x 2' -1 1/2' LG. (SEE SH. Fl FOR SPACING) NO. 4 HOOPS B 12' O.C. <CAGE COVERS 29' -0') C SPECIAL TOP HOOPS —1 3/4' CORP STOP w/ HOSE BIBB BY BSCI SUB LOCATE B DIRECTION 51 11 it it 11 It II II n II COMPACTION REO'D. SEE NOTE 10, SH. F -1 SLOPE TO SUMP ii (22) 14'0 AUGER -CAST PILES x 65' -D' LG. ON 11' -2' R. w/ (I) NO. 9 RE BAR x FULL LENGTH OF PILE IN CENTER. EMBED 12' INTO CAP WI 12' HOOK TOP END 6 NO. 5 REBAR x 30' -0' LG. EXTEND ABOVE PILE 12' 6 NO. 5 REBAR 1 NO. 9 REBAR S TION Qz BEND VERTS AND HOOPS AROUND THE SLEEVE OPENING -■*iI `I t BY BSCI SU: -CONT. C 4 ) NO. 5 BARS x 4' -3' LG. E.F. (TYP. 2 PLACES) SECTION B —B BY BSCI SUB -CON tI t Ilan l— I hl I- I I rrT--- 11111 rl I I1 I I I II II 11 II II II I II II II II a.4x irta BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN. GA ogSCRiP ION FOUNDATION SECTION CUSTOMER AMN eY VF /KM JOS NO. 3313 -98 /I A /1° TYBEE ISLAND, GA Imre 10-14 -98 CNECIED SY KG PX II /9 /98 ORAMNC NQ 3313 T NO, F2 0' 3 SHIPPING SHOP ITEM REO'D PART REO'D DESCRIPTION MA T'L UNIT WT F3A BASE TEE - 10'0 MJ- MJ 300 24' SQ. SUMP SEE ENG. PLANS FOR DETAILS F3B F 3C F3D F3E F 3F F3G F3H 1 24 1 12 1 3 PIPE 10'0 x CL 53 x MJ BOLT 3/4'0 x 4' LG. w/ HN RING GLAND - 10'0 BLIND FLANGE - 10'0 BOLT 7/8'0 x 4' LG. w/ HN GSKT 3/16' x 16' 0.0. x 10' I.D. W/ (12) 1'0 HOLES ON 14 1/4' B.C. NJ GASKET 10' l'm CONDUIT w/ THR'D. CAP EACH END C 3 REQ'D. 1 plsTE �q NO.24028 1, PROFESSIONAL " PIPING DETAILS FLG- PE SECTION A -A D.I. C.S. D.I. C.S. C.S. NEO- PRENE 127 2 25 10 2 1 RUBBER BROWN STEEL CONTRACTORS, INC. BOX 549 NEIINAN, GA DESCRIPTION PIPING DETAILS CUSTOMER J � , PRAWN BY J� "yam NF /KM JOAI NO. /// q fr 3313 -98 TYBEE ISLAND, GA PATE 10 -14 -98 ORAWINC NO. 3313 OwECKEO eY PATE n /if1a SET NP. F3 or 3 BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN, GA. DESCRIPTION PILE LAYOUT CUSTOMER TYBEE ISLAND, GA ORAMN h wF DATE eNCUCC sr owT[ nI ',140 AS NO. 3313 -98 ORAMNO NO. 3313 ETNO. PLC or 1 AW' September 24, 2012 David Reyes Goodman Networks 5895 Winward Pkwy, Suite 250 Alpharetta, GA 30005 Subject: Structural Evaluation of the 152 ft Tybee Island Watertank Site: 410 -013 111 Butler Ave, Tybee Island, GA, 31328 Mr. Reyes, Per your request AW Solutions, Inc has performed an overall structural evaluation of the 152 ft tall steel water tank located at the aforementioned address, At this site, AT &T proposes to install (3) new telecommunication antennas on existing corral mount at 152 AGL. There is currently four telecommunication carrier on this structure. The new antennas will be mounted on new pipe mounts connected to existing corral. The new antennas will use (4) new DC power cables and (2) Fiber cable running inside of the pedisphere and shaft. 114- Existing Ht kea -water tank This comparative structural evaluation is based on information obtained by a TEP mapping ( #127123) dated 9/19/12. The structural drawings of this water tank were not available for this evaluation. The overall water tank has been evaluated for a 3- second gust wind speed of 140 mph under the provisions of the International Building Code 2006 and ANSI /AWWA D100 -05. Page 2 of 2 The load increase generated by all telecommunication appurtenances on this tower was evaluated under (2) loading scenarios. The impact on the superstructure was studied under seismic forces when the tank is full and the foundation reactions were evaluated under hurricane conditions when the tank is completely drained. The design loads were compared to the current code loads to determine if the current code loads were greater than the original design loads. The effect of the proposed and existing antennas; and their corresponding mounts on the water tower generates a load increase of about 5% on the structure under wind pressure and wind loads govern the design of this structure. The presence of telecommunication appurtenances on this tank increases the lateral seismic load by less than 1 %. Consequently, this additional load on the superstructure is considered acceptable and will not overstress the structural components of the water tank. The increase in uplift reactions (about 13.44 %) on the foundation is considerable and a detailed analysis determined the foundation inadequate to resist the uplift forces from the tower and the telecommunication appurtenances. We evaluated the case when the tank is partially filled to determine the quantity of water required to stabilize the foundation. A quantity of 20000 gallons of water in the tank will eliminate the uplift forces on the foundation under extreme wind loads. Additionally, the tank, when empty, is stable up to a wind speed of 133 mph. The loads calculations are attached for review. The conclusions and recommendations in this letter are based on the following assumptions: o All structural members of the water tank and mount are assumed free of deficiencies. o The structure and its foundation have been designed with the expected care and diligence under the provisions of ANSI /AWWA D100 -96 with a fastest wind speed of 140 mph and is structurally adequate. o The structure is plumb and its condition is essentially as erected. c The material of the members is assumed to be Class 1 (ANSI /AWWA D100 -96). o No future loading was considered in this evaluation. o A minimum of 20000 gallons of water is maintained in the tank when wind speeds are expected to exceed 133 mph. Based on our findings, AWSolutions recommends the installation of (3) new panel antennas and new cables on this structure. The new telecommunication appurtenances shall be mounted on the structure per the construction documents issued by AW Solutions. This recommendation is not a passive option and requires human intervention to assure the safety of the structure. The owner shall continuously monitor this structure and ensure that a redundant pumping system is in place to maintain and provide a constant water supply to the tank. These conditions shall be enforced in the legal documents between AT &T and the owner of the structure. AW Solutions is extremely pleased to support Goodman Networks and AT &T in their infrastructure development in Georgia. If you have any questions, contact us immediately at (407) 260 -0231. Emmarit eLPoL'lih, P.`_. V.P. of Engi'neei,ng 9/24/12 Project: GOODMAN AT &T Site: 410 -013 ANALYSIS CALCULATIONS ON PEDISPHERE WATER TANK Designed By: BB Date: SEPT 12 Checked by : EP THE WIND FORCES APPLIED ON THE STRUCTURE UNDER THE WORST CLIMATIC CONDITIONS WERE CALCULATED. THE EFFECTS OF THE TELECOMMUNICATION APPURTENANCES ARE THEN OBSERVED WITHIN THE MOST CRITICAL LOADINGS: ® EMPTY TANK UNDER FULL WIND FORCES • FULL TANK UNDER SEISMIC FORCES 1.0 DETERMINE WIND LOAD ON TANK: 1.1 TANK PARAMETERS: These parameters are based on field measurements and visual evaluation. Htop Water tank height Hshatt= shaft height Hben= Bell height dshatt= shaft diameter dtank Tank diameter dbaso- Foundation diameter Htank= Tank height Ra= Foundation radius Na„ Number of antennas ncoax- Number of coax Htop := 152.0833. ft Htant::= 34.666ft Hsha& := 98.666ft Hbelt = 18.75ft dtank 34.5ft dshaft 8• ft dbase 22.8333.ft ncoax 48 Nant := 15 ((3) SECTORS W/ each (2) antennas) 1.2 WIND LOADS: THE FOLLOWING CALCULATIONS ARE PERFORMED PER ANSI /AWWA D100 -05. PW= Wind pressure (lbf/ft2) (EQ 3 -1) V= Basic wind speed (Figure 1) (2006 IBC) Cd= Force Coefficient (Shape dependent Table 2) FW= Wind force on water tank KZ= Velocity pressure exposure coefficient (Table 3) G= Gust Factor (1.0) 1= Importance factor (1.15) 0.6 Vim:= 140mph Cf.= 1.0 Z := Htap — Htank 2 2 2,:= 1.0 1 := 1.15 134.75 ft zg:= 900 -ft a:= 9.5 KZ:= 2.01• Z l a zg qZ := 0.00256- KZ -I•V2 psf mph2 Pw := max[(gz G),30•psf] Kz = 1.35 gZ = 77.76•psf Pw = 78•psf dtank Htank — Oft Fwtank := P,•0.50•,T 2 • 2 + 0•ft•dtan %•1.05 (Cf =0.50 (elipsoid part) (rectangular part) for double curvature) Fshaft Pw•Cfl'dshaft•(Hshaft) Hbell Fbell := Pw'Cfl'(dbase + dshaft) 2 Fvent := Pw -Cfi (43•in- 26•in+ 18•in•24-in + 32.in- 3.5•in) Fwtank = 38•kip Fshaft = 37-kip (force on tank) (force on shaft) Fwtotal := Fwtank + Fshaft + Fbell + Fvent Fwtotal = 89•kip Fbell = 13 -kip (force on bell) (total lateral wind force) (5% additional for misc. attachment on the tank) Fvent = 0.54-kip 1.3 WIND ON TELECOMMUNICATION ANTENNAS AND APPURTENANCES : 1.3.1 APPURTENANCE PARAMETERS: P= Weight of antenna h= Front height of antenna w= Front width of antenna d= Depth of antenna A= Transverse area of antenna ICE= Radial ice thickness i'iCE= Density of ice ICE := 0.0•in DICE := 57•pcf 1.3.2 1ST ANTENNA SET ((9) EXISTING Andrew TMBXX- 6517 -R2M ANTENNAS): (Most critical antenna in set - includes all panel antennas mounted on the corral) hant 84.in + 2•ICE ddish := Oin + 2•ICE N := 9 Apipe := 8•ft•2.375.in Want 12.0•in + 2•ICE Radt := 154-ft Wdish Oin Pnine 3.65. MI- 8.11 da „t:= 6.5•in+ 2• ICE Amount 23.5- ft2 (corral) Pant 44.4•Ibf Pdish := 0•lbf p — 2000 lbf Ptma 25.1bf mount 7 2 Dcoax := • in Alfant want' hant + ddts4 Alfant = 7 ft2 Wcoax .29-P If Al sant dant' hant + ddish• wdish + Apipe A 1 Sant = 5.37 ft2 1.3.2.1 DETERMINE WIND FORCE APPLIED ON ANTENNAS: F1a„t := [A1ant 0 + 3 •(Alscos(30•deg) + Alfant.cos(60•deg)) JNant•Pw Cf F1ant = 3805.1bf (APPURTENANCE PARTLY SHIELDED) Fcorral Amount' Pv,%Cf� Fcorral = 1827Ibf 2Nant Flcoax 2 �coax'0'Fw'Cfl (Coax inside) Flcoax = 0 M1ant := F1 ant. Radi + Fl wax. Radi + Fcorral'Rad1 M1ant= 867•kip•ft W1 ant Nanf (Pant + Pdish + 2Ptma + Ppipe) + Wcoax' Radi • 25 WI ant = 2229• lbf 1.3.3 2ND ANTENNA SET ((1) Unknown 20' 4 Element Dipole ANTENNAS) : 1:= 240.0•in + 2•ICE , := 3.0 in + 2•ICE dnnAWn:= 3.0•in + 2•ICE P 3.,.= 50•1bf .= Oin + 2•ICE = 0•Ibf 2 dish '7r A2fant := d want pant + 4 +Afmount A2sant dant pant + ddish'6•in + Apipe + Asmonnt r,:= 8- ft. 2.375•in N .= 1 Pcv:= 3.65•plf•8 -ft Rad2 := 154•ft Afmount 0 • ft 2 Pte := 0•lbf A2fant = 5 ft 2 A2sant = 6.58 ft2 1.3.3.1 DETERMINE WIND FORCE APPLIED ON ANTENNAS: F2ant (A2sant)Nant Pw'Cfi (APPURTENANCE PARTLY SHIELDED) Nant F2coax 2 '2'Dcoax.O.Pw'Cfl (Coax inside) Rad2 M2ant F2antRad2 + F2coax' 2 W2ant := Nanf (Pant + Pdish + Pdap + Ppipe + Pmount + Wcoax'Rad2.1) (coax) 1.3.4 3RD ANTENNA SET ((3) Unknown Antennas ANTENNA) : 1 := 72.0•in + 2•ICE := 12.0•in + 2•ICE := 3.0•in + 2.ICE Pwn := 50•Ibf Pte,= 0•lbf = Oin + 2•ICE �Pv.= 0•ibf 2 ddish A3fant want'hant + 4 + Afmount A3sant dant*hant + ddish'6'in + Apipe + Asmonnt Asmonnt O' ft2 P&p := 0•lbf F2ant = 307.1bf F2coax = 0 M2ant = 47•kip•ft W2ant = 124.1bf 8•ft•2.375•in '= 3 Pte= 3.65•plf•8•ft Rad3 := 135 1't A= 0•ft 2 Awcouit,,:= O. ft2 P := 0•lbf A3fant = 6 ft 2 A3sant = 3.08 ft2 F3ant I 1.3.4.1 DETERMINE WIND FORCE APPLIED ON ANTENNAS: A3fant + 3 •(A3sant'cos(30 deg) + A3fant.cos(60 •deg)) Nant Pw Cfi L (APPURTENANCE PARTLY SHIELDED) Na„ F3coax := 2 2 Dcoax'0'Pw•Cfl Rad3 2 M3ant F3anf Rad3 + F3coax' (50% SHIELDED) W3ant Nant (Pant + Pdish + Ptma + Ppipe + Pmount + Wcoax•Rad3.2) (coax) F3ant = 529.1bf F3coax = 0 M3ant= 71•kip•ft W3ant = 472.5.1bf 1.3.5 4TH CARRIER ((2) Empty Mounts): := 0•in + 2•ICE = Oin + 2• ICE N := 2 Ate:= 6-ft-2.375-in µms:= 0•in + 2•ICE ,P„;,,,;= 3.65 plf 6 ft Rad4 := 103•ft := 0•in + 2•ICE 2 2 w�= 0•ft A := 0.ft P, := 0.1bf 2+mJw= 0•ibf P= 0•lbf P:= 200•lbf 2 dish '"R A4fant d want pant + 4 + Afrnount A4fant = 0 A4sant dam. ham + ddish'6•in + Apipe + Asmount A4sant = 1.19 ft2 1.3.5.1 DETERMINE WIND FORCE APPLIED ON ANTENNAS: [A4fant 3 (F4att := 0 + •A4an•cos(30•deg) + A4fan'cos(60•deg))JNant Pw•Cf2 (APPURTENANCE PARTLY SHIELDED) F4coax NZnt • 2- Dcoax•Rad4•PW Cf1-0 (SHIELDED) Rad4 M4ant F4ant' Rad4 + F4coax' 2 W4ant := Nant (Pant + Pdish + Ptma + Ppipe + Pmount + Wcoax•Rad4 (coax) F4ant = 106.63.1bf F4coax = 0 M4ant = 10.98• kip. ft W4ant = 503.54.1bf Mtelecotn M1ant + M2ant + M3a„ t + M4ant Mtelecom = 997•kip•ft Fwtelecom F1ant + F2ant + F3ant + F4ant Fwtelecom = 4.75 kip + F 1 coax + F2coax + F3 coax + F4coax Wtelecom W 1 ant + W2ant + W3ant + W4ant Wtelecom = 3.33 •kip %G Flant + F1e0 + F2 ant + F2coax + F3ant + F3coax + F4ant + F4coax Fwtotal Fwtank telecom Fwtotal + Fwtelecom %G = 5.323 % THE LATERAL FORCE INCREASE ON THE TOWER DUE TO ALL TELECOMMUNICATION APPURTENANCES IS ABOUT 5%. Fwtank telecom = 94-kip 2.0 DETERMINE GRAVITY LOADS: 2.1 WATER TANK WEIGHT: Psteel = 490•pcf pw := 62.4 -pcf The thicknesses of the tank members are measured or assumed as follows: 5 ttank := 6 (average) n Wtank ttank' thell := 0.8•in tshaft 0.717•in drank11.6075 (dtank� 1.6075 (dtank\ .6075 (Htank — 0 ft\ 1.6075 - 1.6075 2 2 / +2 2 / \ 2 / 4.1r 3 +0•ft'dtank'1 surface area of tank Hbell Wbell := (dbase + dshaft)' 2 tbell' Psteel Wshaft 17'dshaft'Hbe11'tshaft •Psteel Wwater := 150500 ,gal- pw Wbell = 30•kip Wshaft = 14 -kip • Psteel (150 MG + Dead storage in riser) Wwater = 1255• kip Wtotal = Wtotal Wbell + Wtank + Wshaft + Wwater 2.2 TELECOMMUNICATION APPURTENANCE WEIGHT: Wteiecom = 3.33•kip Wteiecom Wtotal °AG = 0.2472.% 1347.kip THE WEIGHT INCREASE ON THE TOWER DUE TO THE TELECOMMUNICATION APPURTENANCES IS LESS THAN 1%. Wtank = 48 -kip 6.0 SEISMIC DESIGN LOADS: THE FOLLOWING CALCULATIONS ARE PERFORMED PER ANSI /AWWA D100 -05. Eq Lateral force (Ibs) F= Seimic factor (Table 24) Ri= Response modification factor (Table 28) W= Total weight of structure and contents (lbf) Sps= Design earthquake spectral response acceleration, short (0.2s) So,= design earthquake spectral response acceleration, (1.0s) Sai= Design spectral response acceleration for impulsive components Fa Short period site coefficient (Table 26) Fv= Long period site coefficient (Table 27) Ti= Natural period of structure (seconds) TL= Region- dependent transition XGC= Guided cantilever deflection XK= Deflection coeffiecint (base on number of columns N) Xc= Cantilever deflection SMS := Fa-Ss (Eq. 13 -5) SDS := U•SMS (Eq. 13 -7) SMI := F •S1 (Eq. 13 -6) SDI := U•SM1 (Eq. 13 -8) Ts := SDI's Ti = 1 s Ts = 0.3 s TL = 12 s SDS I For 0 <Ti<TS Sat := SDS Sai = 0.29 SDI 'sec II) For TS<Tf <TL := Sai = 0.09 Ti ill) TL• SD I •sec III For Ti>TL = Sai = 1.02 T12 ( / TL•SD1•sec SDI sec\\ A = if T1 < Ts , Sips, if T1 > TL, 2 Ti \ \ T; // Sai• IE Ai:= 1.4- Ri Ai = 0.025 Egtower Ai• Wtotal Egtower = 34.kip Fwtotal = 89 kip Eq telecom Ai•Wtetecom Egtelecom = 0.08 kip Egtelecom Egtower = 0.247 • % IE := 1.25 (Class II) Ri:= 3.0 Ss := 0.431 (Tybee Island, GA) St := 0.128 Fa := 1.0 (Table 26) Fv := 1.0 (Table 27) Ti := 1.0sec (ASSUMED) TL := 12-sec (Figure 19) Sai = 0.0853 Egtower = 34 -kip WIND GOVERNS OVER SEISMIC 2 U :_ — 3 THE SEISMIC LOADS ARE LESS THAN THE WIND LOADS. THE WEIGHT OF THE ANTENNAS, MOUNTINGS AND COAXIAL CABLES ARE INSIGNIFICANT COMPARED TO THE WEIGHT OF THE TANK AND ITS CONTENT. THE SEISMIC LOAD INCREASE DUE TO THE TELECOMMUNICATION APPURTENANCES IS THEREFORE NEGLIGIBLE. 3.0 CHECK FOR UPLIFT WHEN THE TOWER IS EMPTY: VVtotnowa,„r= Weight of the water tower and empty tank Download= Weight on each leg Fwindiank Wind force on the tank Hwindi„k= Location of wind force AGL Wind pressure on the tower Wind force on the telecom Fieiecom Wtotnowater Wtotal — Wwater) WtOtnowater = 91 • kip Htan; M overt ttrning Fwtank' Htop 2 ( Hshaft dbase + Fshaft' Hbell + R a :— 2 2 HbelI + Fbell' 2 Moverturning = 7801 kip • ft Mr := Wtotnowater'Ra Mr = 1043. kip •ft 3.1 DETERMINE UPLIFT WITHOUT TELECOMMUNICATION ATTACHMENTS 4Moverturning Wtotnowater Uplift :_ Nbolt dbase Nbolt Nbolt 16 Uplift = 80. kip 3.2 DETERMINE UPLIFT WITH TELECOMMUNICATION ATTACHMENTS Mt Movertumine + Mteleco Uplifttelecom Nbolt' dbase 4Mt INC :_ INC Mt = 8798.kip•ft 0� Wtotnowater + 20000. 1 •gal• pw + Wtelecom Uplifttelecom — Uplift Uplift Uplifttelecom — Uplift Uplift Nbolt Wtotai = 1347•kip Wwater = 1255-kip Wtelecom = 3.33•kip (90\ (no water) Uplifttelecom = `81;)) (20000 gallons) INC = 13.44•% (Increase when tank is empty) INC = 0.35•% (Increase when tank has 20000 Gal ) if (INC < 10 %, "OK" , "CHECK UPLIFT UNDER SEISMIC ") = "OK" THE INCREASE IN UPLIFT UNDER WIND LOADS DUE TO THE PRESENCE OF TELECOMMUNICATION APPURTENANCES IS APPROXIMATELY 13.4% AND CANNOT BE NEGLECTED ( <10 %). A MINIMUM OF 20000 GALLONS OF WATER SHOULD BE MAINTAINED IN THE TANK WHEN WIND SPEED EXCEED 133 MPH. �%a, emi a�� 0 W E R `` ' 'ENGIN EERiNG PROFESSIONALS TOWER MAPPING Site Name TYBEE ISLAND (410 -0 13) TEP# 127123 Client # 74593 -A Date 9- 19- 12 Page I of 18 Page Title Initials Page # (s) Notes Checklist & Notes J11B I Tower ID Plate: Drown Steel, contract 33 13; 1 998; nominal ht. 148'- 03/4 "; nominal 0 34-G "; 150,000gal Ladder J h B 2 Meter # and Owner: 7083 194 / AT.T Waveguide J h B 3 Tank Elevation J h B 4 Plan at Base J11B 5 Plan at Top JND G Elevation at Top J1-1E3 7 Transmission Cables JI1B 8 Antenna and Mount Sketch JIIB 9- 14 Miscellaneous J11B 15 Penetration details Photo Log JhB I G Latitude: N 32.01 12 17� Longitude: W 80.842024 Ground Elevation: CNR Site Address: 2nd St, Tybee Island, GA 3 1328 Special Access Issues (Key Entry, Hidden /Unmarked Access, FM/TV on tower): Gate combo 0052. For tank access, call City of Tybee Island Water and Sewer (9 1 2) 472 -505 I FCC #: N/A Tower ID Plate: Drown Steel, contract 33 13; 1 998; nominal ht. 148'- 03/4 "; nominal 0 34-G "; 150,000gal Telephone Company: ATT Pedestal # and Location: I I I / outside compound Power Company: Georgia Power Company Meter # and Owner: 7083 194 / AT.T Existing Carriers /Site #: AT$T / 4 I 0 -0 13 Sprint / Unknown Unknown Gate Combo: 0052 (gate), see above for tank access Signature of Crew Leader yo/ r,, Print Name: John Best, E.I. Signature of Crew Member ./ Print Name: Joe Jones, E.I. TOWER wo, 04.4t0111,10 3703 Junction Boulevard, Raleigh, NC 27603 -5263 o) 919.661.6351 0 919.661.6350 www.tepgroup.net roJMG INGINIIAUNG EtiN � ! T O W E R ENGINEERING PROFESSIONALS LADDER TOWER MAPPING Site Name TYBEE ISLAND (4 I 0-013) TEP # 1 271 23 Client # 74593 -A Date 9- 19 -1 2 Page 2 of 18 RUNG RAIL a w to Climbing Ladder Sketch , ° ti �� i ji I : I Climbing Ladder Photo A Safety (type & size) WIDTH I 1 ' ' I PL 2"x3/8" #6 REBAR - Ladder Ladder Ladder Description # Height Width Step Rail (type & size) Rung (type & size) Safety (type & size) Ladder I 0'- 15 I' 16" 12" PL 2"x3/8" #6 REBAR - Ladder Ladder Ladder 10NEN CNOINS LOINS 3703 Junction Boulevard, Raleigh, NC 27603 -5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net /OWLS fNGINff!NMO AN. a`�i "Ill": � W E R \` ENGEERINOFESSIONALS WAVEGUIDE TOWER MAPPING Site Name TYBEE ISLAND (4 I 0 -0 13) TEP # 127 123 Client # 74593 -A Date 9 -1 9- 12 Page 3 of 18 RAIL Typ Waveguide Ladder Sketch 0 0 0 O 0 0 00 RUNG a w /n 0 0 0 O O 0 0 0 Waveguide Ladder #1 &2 Photo Description # Height Width Step Rail (type & size) Rung (type & size) Holes (size & spacing) Waveguide 1 2'- 117' I 4" 4' MP 2.4"0 PL 3 "x1/8' (7- SIDED) (18) 3/4" D Waveguide 2 5'- 117' 9" 4' MP 2.4 "0 PL 358" (8- 5IDED) (I I) 3/4 °0 Waveguide Waveguide Waveguide Waveguide Waveguide Waveguide TOWER t11G1NLLINNO 3703 Junction Boulevard, Raleigh, NC 27603 -5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net 7014E11 rl� INGINURING �%r A0�� T O W E R ENGINEERING PROFESSIONALS TANK ELEVATION TOWEN -,. ail 152' -1 "� T /TANK di 117-5 "� NV B /TANK BOWL 107'-6"� 1. /PORTHOLE odk 106' -0 "� IV PAINT PLATFORM poik 103' -0 "� /STANDOFF MOUNTS 20 PORTHOLE, PL9 "x1 "th 96" I.D. TANK STEM 18'- 9 "� CONDENSATE RING Aph 0' -0 "� (REF) T /BASEPLATE TOWER MAPPING Site Name TYBEE ISLAND (4 I 0 -0 13) TEP# I27I23 Client # 74593 -A Date 9- 19- 12 Page 4 of 18 158' -1 "� /ANT. 11 (CAMERA) 154' -1 "� 4 q /ANT. 4 -10, 12 -15 .784" 535" 135-0 "� Q /ANT. 1-3 47" I.D. DRY RISER 34-6O TANK BOWL .505" .600" .607" 654" 693" .695" .769" .781" .839" .918" 1.01" I�� \\ I "th. PL 373 %" DOOR (FRONT) .971" .961" .832 "th. .605 "th. DOOR (SIDE) or, (NG,NEEtilry4 3703 Junction Boulevard, Raleigh, NC 27603 -5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net ioWCN ENGINCEfltNG h'0 tki ANt �� �` ❑ E G ,Q ENGINEE RING PROFESSIDNALS PLAN AT BASE COAX DOGHOUSE (TYP OF 3) 6/2 "O PIPE (UNUSED) PIPE TOWER MAPPING Site Name TYBEE 15LAND (410-013) TEP # 127123 Client # 74593 -A Date 9-19-12 Page 5 of 18 NOTE: SEE MISC SHEET FOR TANK PENETRATION DETAILS. UNK PL8 "x 13 "x4' /2 "th PL 1 /4'th BASEPL 13 /g" GROUT CONCRETE (8" AGL) BOLT DETAIL 24"0 ANCHOR (TYP OF 18) 24"0 ANCHOR (TYP OF 2, BOLT ON EITHER SIDE OF TANK DOOR) TANK DOOR TOWER FNGrNFl rtiNO 3703 Junction Boulevard, Raleigh, NC 27603 -5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net TOWER ��' MGrNttRINO .�7 AI TOWER ENGINEERING PROFESSIONALS ELEVATION AT TOP Co 6' —O" 2.9 "Ox56" (TYP Or 8) L3 "x3 "xst6" CORRAL DETAIL (FRONT) 0.360 "th. 0.300 "th. 0= 100" TOP OF TANK TOWER MAPPING Site Name TYBEE ISLAND (410 -0 13) TEP # 1 27123 Client # 74593 -A Date 9-19- 12 Page 7 of 18 CORRAL DETAIL (SIDE) TOWER yr" ONGINOERINO 3703 Junction Boulevard, Raleigh, NC 27603 -5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net ENGINO W E R h/ll tO Co I iv m C /— PL4 "x%" CORRAL DETAIL (FRONT) 0.360 "th. 0.300 "th. 0= 100" TOP OF TANK TOWER MAPPING Site Name TYBEE ISLAND (410 -0 13) TEP # 1 27123 Client # 74593 -A Date 9-19- 12 Page 7 of 18 CORRAL DETAIL (SIDE) TOWER yr" ONGINOERINO 3703 Junction Boulevard, Raleigh, NC 27603 -5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net ENGINO W E R T O W E R ENGINEERING PROFESSIONALS TRANSMISSION CABLES TOWER MAPPING Site Name TYBEE ISLAND (410 -0 I 3) TEP # 127123 Client # 74593 -A Date 9-19-12 Page 8 of 18 35 -43 i / \ 29 -34 t O \1 I O t I t \ 0 ■ / 0 e \ / 48 \ 13 -18 0 O® 23 -28 \ 0 \ 22 \\ \ O WAV 2 t oo \ 1 1 1 0 0 \` o ° / 45 WAV I /" I - 12 /o0°o%o `\ 0 1 0 44 8 \. 0 o°i 46 -47 Coax # Type Size Height Antenna Carrier Notes 1-18 SM 15/8" 2'-154' 4,5,7,8,13,14 AT4T 19 RET 5 /G'0) 2'- 154' 4,5,7,8,13,14 AT *T 20 SM 5/8' 2'-154' I I TYBEE ISLAND 21 SM I/4 "0 0- I 54' I 0 TYBEE ISLAND 22 RET 5 /6 "O 2'-135' 1 -3 SPRINT 23 -28 SM 15/8" 2' -135' I -3 SPRINT 29 -34 PH 15 /g' 5'-I54' 6,9,12 UNKNOWN 35 -43 CAT5 3/8'O 5'-154' 11 UNKNOWN 44 PIPE 1 2.82 "O 0'-117' WATER PIPE TYBEE ISLAND 45 PIPE 6.68 "0 0'-117' WATER MPE TYBEE ISLAND 46 CAT5 3/8 "O 0'-154' 15 UNKNOWN 47 MC 3/4' 0'-154' 15 TYBEE ISLAND 48 MC 1" 0'-154' TOP LIGHTS TYBEE ISLAND YOnE, ENGINEERING 3703 Junction Boulevard, Raleigh, NC 27603 -5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net *Owen _, 0, CNGINee1GNG �%'I feto ',41 r, ENGI TOWER R NG PROFESSIONALS ANTENNA AND MOUNT SKETCH TOWER MAPPING Site Name TYBEE ISLAND (4 I 0 -0 13) TEP # 127 123 Client# 74593 -A Date 9- 19- 12 Page 9 of 18 2.4 "0X6' rL 3 /,'ih. Side Elevation Plan View MP ShOWN CREW COULD MOUNTS " '\I. " NOTE: ARE NOT MEASUREMENTS ESTIMATES, ACCESS STANDOFF Ant # Elevation Leg Mount Type Azimuth - 103' TANK STEM STANDOFF 200 �, 330� Antenna Manufacturer Antenna Model # TMA ( #) TMA (Model #) Photo I) i" 7 TOWER ENOINEERINO i PROFESSIONALS 3703 Junction Boulevard, Raleigh, NC 27603 -5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net TOWER 'I ENONVEERINO / !ROEESSIONALS >' TOWER ".� ENGAN EERING PROFESSONAi.S ANTENNA AND MOUNT SKETCH TOWER MAPPING Site Name TYBEE ISLAND (4 I 0-013) TEP# 127123 Client # 74593 -A Date 9-19- 12 Page I 0 of 18 Side Elevation Plan View NOTE: A O z MEASUREMENTS SHOWN ARE ESTIMATES. CREW COULD NOT ACCESS ANTENNAS 1 -3 2.4 "0 x 8' -O" MOUNT PIPE 2300 O `L c�2 Q Ant # Elevation Leg Mount Type Azimuth I -3 135' -0" N/A PIPE 0 °, 200 °, 290° Antenna Manufacturer Antenna Model # TMA (Model / #) Coax (# / Size) UNKNOWN PANEL CNR N/A 23 -28 / 5M 15/g' 22 /RET5 %' Photo j IFYr 1',i ti TOWCN CNGINt COMIC, 3703 Junction Boulevard, Raleigh, NC 27603 -5263 o) 919.661.6351 fj 919.661.6350 www.tepgroup.net TOWC11 INGINEE%ING sa V �0 E G ENGINEERING PROFESSIONALS ANTENNA AND MOUNT SKETCH TOWER MAPPING Site Name TYBEE ISLAND (410-013) TEP # 127123 Client # 74593 -A Date 9-19-12 Page 11 of 18 2.4" 0 x 8' MOUNT PIPE 4/41 Side Elevation SEE PLAN (PAGE Plan View -0" _ AT TOP 6) Ant # Elevation Leg Mount Type Azimuth 4 -9, 12- 14 154'- I " CORRAL PIPE I 0 °, 190°, 270° Ant # Antenna Manuf. Antenna Model # TMA (Model / #) Coax (# / Size) 4, 7, 13 NO TAG 12" x 3" x 72" PANEL ANDREW / 9%2'x7 "x3'/2" I - 18 / 5M 15 /8' 19 / RET 5/, 6' NO TAG / 16 "x7 "x3„ 5, 8, 14 KATNRIEN 742215 NO TAG / DNR 6, 9, 12 ANDREW TMI3XX -65 17 -R2M (2) LUCENT / E 15508P78 -05 29 -34 / Fh 15 /8' Photo ffr 1 Li _ �4:.. j' N. roW[R E mom ELRI /10 3703 Junction Boulevard, Raleigh, NC 27603 -5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net •OWER LNGIHLLAING T O W E R ENGINEERING PROFESSIONALS ANTENNA AND MOUNT SKETCH TOWER MAPPING Site Name TYBEE ISLAND (4 I 0 -0 I 3) TEP # 1 2 7 1 2 3 Client# 74593 -A Date 9-19-12 Page 12 of 18 2.4 °0 x 8` MOUNT PIPE Front Elevation Plan View -0" 1 I. I I I SEE PLAN AT TOP (PAGE 6) Ant # Elevation Leg Mount Type Azimuth I 0 154'- I " CORRAL PIPE N/A Antenna Manufacturer Antenna Model # TMA (Model / #) Coax (# / Size) 20' DIPOLE (NO TAG) 4 ELEMENT N I /A 2 I / 5M 4" Photo TOWEN ..'' �.- ENGINE EIiINt? 3703 Junction Boulevard, Raleigh, NC 27603 -5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net TOWt ENGWEEMNG II, `Nz` ENGINEERING \� PROFESSIONALS ANTENNA AND MOUNT SKETCH TOWER MAPPING Site Name TYBEE ISLAND (410-013) TEP # 127123 Client # 74593 -A Date 9-19- I 2 Page 13 of 18 Front Elevation Plan View 14 "x 12'kG4 55 WEATHER CAMERA OU x 5,_0„ MOUNT M SEE PLAN AT TOP (PAGE 6) PIPE _ Ant # Elevation Leg Mount Type Azimuth I I 154'- I " CORRAL PIPE N/A Antenna Manufacturer Antenna Model # TMA ( #) Coax QUICK SET 58000 -4 N/A 20 / SM 5 /5' 35 -43 / CAT5 3 /a'0 Photo c h.: 1F:..= r- LNO„NtttOPiC 3703 Junction Boulevard, Raleigh, NC 27603 -5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net TOWLN t' LN01Nt(NINC .ar eNs T O W E R ENGINEERING PROFESSIONALS ANTENNA AND MOUNT SKETCH TOWER MAPPING Site Name TYBEE ISLAND (4 I 0-013) TEP # 127123 Client # 74593 -A Date 9- 19- 12 Page 14 of 18 2.4'0 x MOUNT CORRAL (POST 6) Front Elevation Plan View 4' -O" PIPE RAILING SEE PLAN AT TOP (PAGE 6) Ant # Elevation Leg Mount Type Azimuth 15 I 54'- I " CORRAL PIPE 280° Antenna Manufacturer Antenna Model # TMA (Model / #) Coax BLACK CONE (NO TAG) 14 "(L) x 4 "(N) x I "(th.) JUMPER BOX (I 4 "x 12 "x I I ") 46 / CAT5 3/8' 47/ MC 3/4,1 y Photo ., Lf_. TOWER [Nr(NfiuNm 3703 Junction Boulevard, Raleigh, NC 27603 -5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net TOW(" y/ ENGINE(RING Ai .r 4,10 aq bEER PROFESS +ONALS MISCELLANEOUS - PENETRATION DETAILS CONCRETE UNUSED PENETRATION PL 18 "x3 %2" 2 "th (TYP OF 2) 6.5 "0, th. PIPE (TYP) SPRINT PENETRATION PL 423/&'x4 "x3/8 "th. (TYP OF 3) 6.5 "eW "th. PIPE (TYP) TOWER MAPPING Site Name TYBEE ISLAND (410 -01 3) TEP # 1 271 23 Client # 74593 -A Date 9-19-12 Page 15 of 18 —0° CONCRETE PL I "th. AT&T PENETRATION 1' -5)4" 1'— 5Yz" CONCRETE UNKNOWN PENETRATION PL 42 "x4 "x3 /8 "th. (TYP OF 3) 6.5'0A "th. PIPE (TYP) TOWER ENWNEERINO 3703 Junction Boulevard, Raleigh, NC 27603 -5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net TOWER ENGINEERING .c� ^�� T O W E R ENGINEERSNG PROFESSIONALS PHOTOS TOWER ELEVATION LD a - '`A" -AA ' 410 ° I - .. ti r t q0 1 9i SIGNAGE TOWER MAPPING Site Name TYBEE ISLAND (4 I 0 -0 13) TEP# I27I23 Client # 74593 -A Date 9- 19- 1 2 Page 16 of 18 PARTIAL ELEVATION PARTIAL ELEVATION TOP OF TOWER rowtH /H[HGIH[LNIHf. n O t�:IOHA�v 3703 Junction Boulevard, Raleigh, NC 27603 -5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net TOWER �// [HGIHCCRIHG �,�% PHOFCSSIOHALS eel TOWER \ ` ENGINEE RING PROFESSIONALS PHOTOS COMPOUND 1,1■`K`iy4 d11°, a41 t r tt",r 111 i nj r' . 1; - -?- ..-. ..r ' 7 1 I COMPOUND COMPOUND TOWER MAPPING Site Name TYBEE ISLAND (4 I 0 -O I 3) TEP # 1 271 23 Client # 74593 -A Date 9- 19- 12 Page 17 of 15 COMPOUND FROM TOWER COMPOUND FROM TOWER PORTHOLE TOWER I: ENOINETE°5 / rRa�csslaRaca 3703 Junction Boulevard, Raleigh, NC 27603 -5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net TOWER 7/ CONOWE 17.°s R Ecaslonau �%r TOWER Ni ENGINEERING PROFESSIONALS PHOTOS TOWER FOUNDATION .=r ?1 `-ter" TOWER FOUNDATION TOWER FOUNDATION TOWER MAPPING Site Name T1/BEE ISLAND (410-013) TEP # 127 123 Client # 74593 -A Date 9- 19 -1 2 Page 18 of 18 METER LOCATION COMPOUND GATE TOWER TAG TOWCN ��; Ckt toNALG ; /' PHCt ��SStOY.AtS 3703 Junction Boulevard, Raleigh, NC 27603 -5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net TOWER _ l' YNOFC.SIOkALS { 410 -013/T Tybee Island WATER TOWER ATTACHMENT OPTION AND LEASE AGREEMENT THIS WATER TOWER OPTION AND LEASE AGREEMENT ( "Agreement ") is entered into this J0`1' day of _ Dc , 1997 by and between THE CITY OF TYBEE ISLAND, GEORGIA ( "Landlord "), and BELLSOUTH PERSONAL COMMUNICATIONS, INC., a Delaware corporation, d/b /a BellSouth Mobility DCS ( "Tenant "). PROPERTY Landlord is the owner of certain real property (the "Real Property") located in the City of Tybee Island, Chatham County, State of Georgia, more particularly described in Exhibit "A" attached hereto and made a part hereof, and Landlord is the owner of the water tower situated thereon which is located at latitude 32° 00' 39" and longitude 80° 50' 31" (the "Tower "). Tenant desires to obtain an option to lease a portion of the Real Property containing an approximately 35 foot by 35 foot tract of land (the "Ground Space "), together with certain positions on the Tower between the 125 and 135 foot IeveIs on the Tower (or top available mounting bracket location) (collectively, the "Tower Space ") for the mounting of various antennas and related equipment, as such Ground Space is substantially shown on Exhibit "A -1" attached hereto and made a part hereof (if no Exhibit "A -1" is attached, it shall be attached in the future and shall be mutually acceptable), together with nonexclusive easements and rights of way as are hereinafter described (the Ground Space, the Tower Space, and such easements are hereinafter collectively called the "Property "). OPTION NOW THEREFORE, in consideration of the sum of Five Hundred and No /100 Dollars ($500.00) (the "Option Money "), to be paid by Tenant to Landlord upon Tenant's execution of this Agreement, Landlord hereby grants to Tenant the exclusive right and option (the "Option ") to lease the Property in accordance with the terms and conditions set forth herein. Option Period. The Option may be exercised at any time on or prior to December 15, 1997 (the "Option Period "). At Tenant's election, and upon Tenant's written notice to Landlord prior to expiration of the Option Period, the Option Period may be further extended for an additional period of three (3) months, through and including March 15, 1998, with an additional payment of Five Hundred and No /100 Dollars ($500.00) by Tenant to Landlord for the extension of the Option Period. The Option Period may be thereafter further extended by mutual agreement in writing. If Tenant fails to exercise the Option within the Option Period, as it may thereafter be extended as provided herein, the Option shall terminate, all rights and privileges granted hereunder shall be deemed completely surrendered, Landlord shall retain all money paid for the Option, and no additional money shall be payable by either party to the other. BellSouth/City of Tybce Island c Transfer of Option. The Option may be sold, assigned, or transferred at any time by Tenant to Tenant's parent company or any affiliate or subsidiary of, or partner in, Tenant or its parent company or (with the prior written consent of Landlord) to any third party agreeing to be subject to the terms hereof. Otherwise, the Option may not be sold, assigned or transferred without the written consent of Landlord, such consent not to be unreasonably withheld, conditioned, or delayed. From and after the date the Option has been sold, assigned or transferred by Tenant to a third party agreeing to be subject to the terms hereof, Tenant shall immediately be released from any and all future liability under this Agreement, including the payment of any rental or other sums due, without any further action. Changes in Property During Option Period. If during the Option Period or any extension thereof, or during the term of this Agreement if the Option is exercised, Landlord decides to subdivide, sell or change the status of the zoning of the Real Property, Landlord shall immediately notify Tenant in writing. Any sale of the Real Property shall be subject to Tenant's rights under this Agreement. Landlord agrees that during the Option Period or any extension thereof, or during the term of this Agreement if the Option is exercised, Landlord shall not initiate or consent to any change in the zoning of the Real Property or impose or consent to any change in the zoning of the Real Property or impose or consent to any other restriction that would prevent or limit Tenant from using the Property for the uses intended by Tenant as hereinafter set forth in this Agreement. Title. Landlord warrants that (i) it has full right, power, and authority to execute this Agreement; (ii) it has good and unencumbered title to the Real Property and the Tower free and clear of any liens or mortgages; and (iii) the Ground Space may be leased without the need for any subdivision or platting approval. Landlord further represents and warrants that Tenant's intended use of the Real Property and the Tower as a site for the transmission and receipt of radio communication signals; for the construction and maintenance of related facilities, towers, antennae or buildings; and for related activities is not prohibited by any covenants, restrictions, reciprocal easements, servitudes, subdivision rules or other requirements or regulations which would prohibit Tenant's intended use of the Property, including the Tower Space, nor are there any easements, or other encumbrances on the Real Property or the Tower which will interfere with or constructively prohibit Tenant's intended use of the Property, including the Tower Space. Inspections. Landlord shall permit Tenant during the Option Period, and any extension thereof, free ingress and egress to the Real Property and the Tower by Tenant and its employees, agents and contractors to conduct structural strength analyses, subsurface boring tests, radio frequency tests and such other tests, investigations and similar activities as Tenant may deem necessary, at the sole cost of Tenant. Tenant and its employees, agents, and contractors shall have the right to bring the necessary vehicles and equipment onto the Real Property to conduct such tests, investigations and similar activities. Tenant shall indemnify and hold Landlord harmless against any loss or damage for personal injury and physical BellSouth/City of Tybcc Island 2 such consent not to be unreasonably withheld, conditioned, or delayed. From and after the date the Option has been sold, assigned or transferred by TENANT to a third party agreeing to be subject to the terms hereof, TENANT shall immediately be released from any and all liability under this Agreement, including the payment of any rental or other sums due, without any further action. Changes in Property During Option Period. If during said Option Period (or during the term of the Lease, if the Option is exercised) the LANDLORD decides to subdivide, sell or change the status of the Property, including but not limited to changes in the zoning of the Property, LANDLORD shall immediately notify TENANT in writing so that TENANT may take steps necessary to protect TENANT's interest in the Property. Any sale of the Property shall be subject to TENANT's rights under this Agreement. LANDLORD shall not initiate or consent to any change in the zoning of the Property, or impose or consent to any other restriction that would prevent or limit TENANT from using the Property for the uses intended by TENANT as hereinafter set forth in this Agreement. Title. LANDLORD warrants that LANDLORD is seized of good and marketable title to the Property and has the full power and authority to enter into and execute this Agreement. LANDLORD further warrants that there are no deeds to secure debt, mortgages, liens or judgments encumbering the Property except as set forth in Exhibit B, attached hereto and made a part hereof, and that there are no other encumbrances on the title to the Property, including without limitation, restrictive covenants, that would prevent TENANT from using the Property for the uses intended by TENANT as hereinafter set forth in this Agreement, except as set forth in Exhibit B. In the event of a breach of LANDLORD's warranty contained in this paragraph, TENANT shall have the right, without waiving any other right or remedy available to TENANT, to terminate this Agreement upon written notice to LANDLORD, whereupon LANDLORD shall refund to TENANT any prepaid rents. Inspections. LANDLORD shall permit TENANT during the Option Period free ingress and egress to the Water Tank and Property to conduct such surveys, structural strength analyses, radio propagation tests and such other activities of similar nature, as TENANT may deem necessary, at the sole cost of TENANT, provided TENANT repairs any damage and said activities do not permanently damage the Water Tank and Property or existing fixtures. TENANT shall indemnify and hold LANDLORD harmless against any loss or damage for personal injury and physical damage to the Property, LANDLORD's surrounding property or the property of third parties resulting from any such tests, investigations and similar activities. Surveys. LANDLORD also hereby grants to TENANT the right to survey the Property or portions thereof, including the proposed location of TENANT's communication equipment and appurtenances, and said survey shall be attached hereto as Exhibit C upon approval of the survey, including the proposed location of TENANT's communication equipment and appurtenances, by LANDLORD. LANDLORD grants TENANT the right to take measurements, make calculations, and to note other structures, setbacks, uses, or other information as deemed by LANDLORD SITE # 2 TENANT SITE # " 0 damage to the Real Property or the Tower, or the property of third parties resulting from any such tests, investigations and similar activities. Surveys. Landlord also hereby grants to Tenant the right to survey the Real Property or portion thereof, and the legal description of the Real Property, Property and Ground Space on the survey obtained by Tenant shall then become Exhibit "B ", which shall be attached hereto and made a part hereof, and shall control in the event of discrepancies between it and Exhibits "A" and "A -1 ". Governmental Approvals. Tenant's ability to use the Property and the Tower is contingent upon its obtaining all certificates, permits, and other approvals and its compliance with all applicable laws, ordinances, rules or regulations that may be required or imposed by any federal, state or local authorities, including without limitation, the Federal Communications Commission ( "FCC ") and the Federal Aviation Administration ( "FAA "). If requested by Tenant, any such applications may be filed with respect to, not only the Property, but also the Real Property and the Tower. Tenant will perform all other acts and bear all expenses associated with any zoning or other procedure necessary to obtain any certificate, permit, license or approval for the Property or the Tower deemed necessary by Tenant. Landlord agrees to cooperate with Tenant, at Tenant's expense, in its efforts to obtain and maintain in effect all certificates, permits, licenses, and other approvals required by governmental authorities and with Tenant's efforts to comply with all legal and regulatory requirements related to Tenant's use of the Property and the Tower. Utility Services. During the Option Period, and during the term of this Agreement if the Option is exercised, Landlord shall cooperate with Tenant in Tenant's effort to obtain utility services along the utility easement contained in the Property by signing such documents or easements as may be required by the utility companies. In the event any utility company is unable to use the utility easement, Landlord hereby agrees to grant an additional easement and right of way either to Tenant or to the utility company at no cost to Tenant or to the utility company. Exercise of Option. Tenant shall exercise the Option, if at all, by written notice to Landlord in accordance with the notice provisions herein. On and after the commencement date set forth in such notice, which date must occur prior to the expiration of the Option Period (the "Commencement Date "), this Agreement shall also constitute a lease agreement between Landlord and Tenant on the terms and conditions set forth in this Agreement. LEASE AGREEMENT 1. Property. Subject to the following terms and conditions, Landlord leases to Tenant the Property, which lease includes the grant of a nonexclusive right of ingress and egress for access and utilities to the Property, a nonexclusive easement over and across such portions of the Tower for the placement of coaxial transmission lines or cables as may be BellSouth/City of'Tybee island 3 necessary for Tenant's intended use of the Property, a nonexclusive easement to erect and maintain such protective barriers around Tenant's Communications Equipment as may be required by applicable laws or regulations or desirable by Tenant. 2. Use. A. The Property may be used by Tenant for the transmission and receipt of radio communication and maintenance of related facilities, towers, antennae, or buildings, and related activities. Landlord agrees to cooperate with Tenant in obtaining, at Tenant's expense, the Governmental Approvals. Tenant shall be responsible for obtaining and furnishing proof of approvals for construction of its equipment and installation of the Communications Center, as that term is hereinafter defined, from the FAA and the FCC if such approvals are necessitated, prior to the commencement of construction or operations by Tenant on the Property. B. Communications Equipment: Landlord hereby grants permission to Tenant to install and operate the following and associated equipment on or in the Property: (1) Up to six (6) antennas with the antennae at a permanent location in the Tower Space. The exact location of antennas between the aforesaid levels shall be supplied to Landlord in the form of proposed construction drawings and specifications prior to installation or construction; no alteration thereafter shall be made without prior written approval and acceptance by Landlord; however, such approval not to be unreasonably withheld. A complete set of as built drawings will be furnished to the Landlord following construction; (2) Flexible coaxial transmission lines between antennas and cellular communications equipment shall be anchored and installed on the Tower in accordance with good and accepted engineering practices; (3) Radio communications equipment shelter consisting of transmitter, receiver and accessories to be installed near the base of the Tower in the area designated as the Ground Space; (4) Emergency gasoline, diesel or other fuel powered generator to be located on the Ground Space adjacent to the equipment shelter and to be used at Tenant's option, but in most cases only in the event of power failure; and (5) At Tenant's option, a mobile tower cell on wheels ( "COW ") to be installed on the real property of Landlord on a non - permanent basis until the completion of the Replacement Tower (as defined herein), if any, and the relocation of Tenant's antennae, cables, wires, accessories, and related equipment to the Replacement Tower. The specific location of the COW shall be substantially as shown on "Exhibit A -2" or such other location BellSouth/City of Tybec Island 4 c� v mutually acceptable to Tenant and Landlord. If Tenant installs a COW, Landlord acknowledges and agrees that the COW, and Tenant's use thereof, will involve such antennae, cables, wires, and related equipment as Tenant shall deem necessary for Tenant's intended use of the real property on which the COW is located. Landlord hereby grants Tenant such nonexclusive easements for access, installation, maintenance and utilities as may be reasonably necessary for Tenant's use of the COW. Tenant shall also have similar rights of ground space as is contemplated for the Ground Space adjacent to the Tower, in which Tenant can operate the COW and related equipment. The parties understand and acknowledge that because of the significant delays between the contemplated removal of the Tower and the completion of the Replacement Tower, the use of the COW may be the most viable option for Tenant's initial operation under this Agreement. Tenant shall enjoy the same rights of access and use with respect to the COW as it otherwise does with respect to this Agreement for the initially contemplated Tower location. It is the intention of the parties that if Tenant uses the COW rather than, or in conjunction with, the Tower, to best coordinate its transfer to the Replacement Tower and to best minimize "down time" prior to the completion of the Replacement Tower, Tenant shall enjoy the rights and privileges, granted hereunder, to the full extent applicable, with respect to its operation of the COW. (For the purpose of this Agreement, all of Tenant's equipment, building, panels, generator, cables, wires, antennae, and accessories and, if installed, the COW, shall hereinafter collectively be referred to as "Communications Equipment" or "Communications Center".) 3. Access. Landlord agrees that during the Initial Term of this Agreement or any Renewal Term as is hereinafter provided, Tenant shall have reasonable ingress and egress on a 24 -hour, 7 days per week basis to the Property and the Tower for the purposes of maintenance, installation, repair and removal of said Communications Equipment. It is agreed, however, that only authorized engineers or employees of Tenant, or persons under Tenant's direct supervision, will be permitted to enter the Property or the Tower to install, remove and repair Tenant's Communications Equipment. Tenant is responsible for the cost of such activities and will notify Landlord in advance of its need to install or repair its Communications Equipment located on the Tower; EXCEPT HOWEVER, in the case of an emergency whereupon notification shall be given,as soon as reasonably possible. 4. Term. The term of this Agreement shall be five (5) years, commencing upon the Commencement Date (as defined herein) and terminating at midnight on the fifth (5th) anniversary of the Commencement Date ( "Initial Term "). Provided Tenant is not then in default, Tenant shall have the right, but not the obligation, to extend this Agreement for three (3) additional five (5) year terms ( "Renewal Terms "). Each Renewal Term shall be on the same terms and conditions as set forth in this Agreement except that the Rent shall be increased at the inception of each Renewal Term as specified in paragraph 5.C. This Agreement shall automatically be renewed for each successive Renewal Term unless Tenant notifies Landlord of Tenant's intention not to renew the Agreement at least 30 days prior to the expiration of the Initial Term or the Renewal Term which is then in effect. BellSouth/City of Tybee lsbnd 5 5. Rent. A. Upon the Commencement Date, Tenant shall pay Landlord the sum of One Thousand Two Hundred Fifty and No /100 Dollars ($1,250.00) per month as rental ( "Rent "). Rent shall be payable on the first day of each month in advance to Landlord at Landlord's address as specified in Paragraph 19 below. B. If this Agreement is terminated at a time other than on the last day of a month, Rent shall be prorated as of the date of termination, and in the event of termination for any reason other than nonpayment of Rent, all prepaid Rents shall be refunded to Tenant. C. In the event this Agreement is renewed as provided for in paragraph 4 herein, the rent due in each Renewal Term shall be as follows: (i) Rent due in the first Renewal Term shall be One Thousand Five Hundred Sixty -Two and No /100 Dollars ($1,562.00) per month; (ii) Rent due in the second Renewal Term shall be One Thousand Nine Hundred Fifty -Three and No /100 Dollars ($1,953.00); and (iii) Rent due in the third Renewal Term shall be Two Thousand Four Hundred Forty-One and No /100 Dollars ($2,441.00). 6. Tenant's Representations and Warranties. Tenant covenants and agrees that Tenant's Communications Equipment, its installation, operation and maintenance shall: A. Not irreparably damage the Tower and accessories thereto; B. Not interfere with the Landlord's operation of the Tower. In the event there is interference by Tenant, Tenant will promptly take all steps necessary to correct and eliminate the same within a reasonable period of time. If Tenant is unable to eliminate such interference caused by it within a reasonable period of time, Tenant agrees to remove its antennas from Landlord's property and this agreement shall terminate. Interference shall include any damage to the Tower, its operations or to the water maintained for storage contained within the tank. Tenant agrees that it shall be fully and completely responsible for any and all damage to the stored water, to the tank and to the Tower and all support systems in its placement of its property on Landlord's property. Any contamination of Landlord's stored water, arising from Tenant's operations, or those of Tenant's agents, employees, contractors or invitees, shall be the sole responsibility of Tenant to correct; and C. Comply with all applicable rules and regulations of the FCC and electrical codes of the City and State concerned. BellSouth/City of Tybee Island 6 7. Landlord's Representations and Warranties. A. Landlord represents and warrants that Tenant's intended use of the Property as a site for the transmission and receipt of radio communication signals; for the construction and maintenance of related facilities, towers, antennae or buildings; and for related activities is not prohibited by any covenants, restrictions, reciprocal easements, servitudes, subdivision rules or other requirements or regulations which would prohibit Tenant's intended use of the Property. Nor are there any easements or other encumbrances on the Property which will interfere with or constructively prohibit Tenant's intended use of the Property. B. Landlord represents and warrants that if constructed, the Replacement Tower (as defined herein) will have adequate existing structural support and integrity to support Tenant's Communications Equipment, with the exception of the COW. Landlord shall maintain and repair the Replacement Tower and the Tower during the Initial Term and any Renewal Term of this Agreement in compliance with all applicable laws and regulations and in satisfactory condition. Landlord shall maintain the Replacement Tower, the Tower, and Real Property as a controlled environment not open to the general public. 8. Abatement of Rent. If the Tower is damaged for any reason so as to render it substantially unusable for Tenant's use, rent shall abate for such period as the Tower is substantially unusable for Tenant's use. If Landlord, at its expense, fails to repair or restore the Tower to its condition prior to such damage, Tenant may either terminate this Agreement upon written notice to Landlord or repair or restore the Tower at Tenant's expense. 9. Non - Exclusive Agrreement. This Agreement shall be nonexclusive and Landlord may grant a similar lease to any other party. Landlord will not, however, grant such a similar lease if such grant will in any way adversely affect (which adverse affect shall relate to the operation at, and the use and enjoyment of, the Property and shall not relate to competitive affects) or interfere with Tenant's use of Tenant's Communication Equipment. Tenant shall not materially change the frequency, power or character of its equipment without first obtaining the written consent of Landlord, which shall not be unreasonably withheld, conditioned or delayed. 10. Conditions Precedent. Tenant's obligation to perform under this Agreement shall be subject to and conditioned upon Tenant securing appropriate approvals for Tenant's intended use of the Property from the FCC, the FAA, and any other federal, state or local regulatory authority having jurisdiction over Tenant's proposed use of the Property. Tenant's inability to successfully satisfy these conditions or the occurrence of any other event which effectively prohibits Tenant's intended use of the Property shall relieve Tenant from any obligation to perform under this Agreement (except for indemnity obligations previously incurred and Tenant's obligation to remove the Communications Equipment or any other BellSouth/City ofTybee island 7 0 personal property) and shall entitle Tenant to restitution of any prepaid monthly rental payments which have been paid to Landlord. 11. Conditions Subsequent. In the event that Tenant's intended use of the Property is actually or constructively prohibited, then this Agreement shall terminate and be of no further force or effect (except for indemnity obligations previously incurred and Tenant's obligation to remove its Communication Equipment or any other personal property) and Tenant shall be entitled to a refund from Landlord of any prepaid Rents or deposits paid to Landlord prior to the date upon which Tenant gives Landlord notice of its intent to terminate this Agreement pursuant to this paragraph, 12. Interference. Landlord shall not use, nor shall Landlord permit its lessees, licensees, invitees or agents to use any portion of Landlord's Real Property or Tower in any way which interferes, based on generally accepted engineering and telecommunications standards, with the operations of Tenant described in Section 2 above. Such interference shall be deemed a material breach of this Agreement by Landlord and Landlord shall have the responsibility to promptly terminate said interference. In the event any such interference does not cease or is not promptly rectified, Landlord acknowledges that continuing interference will cause irreparable injury to Tenant, and Tenant shall have the right, in addition to any other rights that it may have at law or in equity, to bring action to enjoin such interference or to terminate this Agreement immediately upon notice to Landlord. With respect to any further lessees, licenses, invitees or agents of any portion of Landlord's Real Property or Tower, Landlord shall make all reasonable efforts to include in its agreement with said third party that such third -party prevent any interference with Tenant's operations. 13. Termination. Except as otherwise provided herein, this Agreement may be terminated, without any penalty or further liability (except for indemnity obligations previously incurred and Tenant's obligation to remove its Communications Equipment or any other personal property) on 30 days' written notice if either of the following conditions should apply: A. Upon a default of any covenant or term hereof by the other party which default is not cured within 30 days of receipt of written notice or default (without, however, limiting any other rights available to the parties pursuant to any other provisions hereof); B. If Tenant is unable to obtain or maintain any license, permit or other Governmental Approval necessary to the construction and operation of the Communications Center or Tenant's business; or C. By Tenant for no reason or any reason at all upon providing six (6) months advance written notice to Landlord. BellSouth/City of Tybee Island 8 0 14. Subleases. After first obtaining the written consent of Landlord, which consent shall not be unreasonably withheld, conditioned or delayed, Tenant shall have the right to sublease the Property or any portion thereof to others whose primary business is the provision of radio transmission and communication services. Tenant's sublessee(s) shall be entitled to rights of ingress and egress to the Property and the right to install utilities on the Property as if said sublessee were the Tenant under this Agreement. If and to the extent required under applicable law, any rents received by Tenant from any sublessee(s) in excess of the Rent paid by Tenant hereunder shall be Landlord's. It is understood that Landlord is concerned that under applicable law, a tenant leasing property from a governmental entity may not be entitled to financial profits in the subleasing of portions of that property, and Landlord and Tenant agree that they wish to conform this Lease to applicable law. Until such time as it is determined that such subleasing excess rents are an impermissible profit for Tenant, Tenant and Landlord shall share such excess rents evenly (i.e. 50 -50). Immediately upon the determination by a court of competent jurisdiction or similar authority that Tenant is not entitled to such excess rents, such excess rents shall be paid to Landlord by Tenant, to the extent actually received. 15. Taxes. Tenant shall pay any personal property taxes assessed on, or any portion of such taxes attributable to, the Communications Center. Landlord is exempt from any obligation to pay real property taxes on the Real Property and the improvements owned by Landlord which are located thereon. 16. Insurance. Tenant shall, at Tenant's expense, purchase and maintain in full force and effect throughout the term including any renewals or extensions thereof, such public liability and property damage policies as Tenant may deem necessary. Said policy or policies will provide a minimum combined single limit of $1,000,000 and will name Landlord as additional insured. 17. Destruction of Premises. If the Property or the Communications Equipment are destroyed or damaged so as to hinder the effective use of the Communications Equipment in Tenant's judgment, Tenant may elect to terminate this Agreement as of the date of the damage or destruction by so notifying the Landlord, In such event, all rights and obligations of the parties shall cease as of the date of the damage or destruction (except for indemnity obligations previously incurred and Tenant's obligation to remove its Communications Equipment or any other personal property) and Tenant shall be entitled to the reimbursement of any Rent prepaid by Tenant. 18. Environmental Compliance. Landlord represents and warrants that, to the best of Landlord's knowledge, the Real Property and the Tower are in compliance with all laws, ordinances, notices, order, rules, regulations and requirements of any and all federal, state, or municipal governments or their appropriate departments, commissions, boards and offices thereof. Bellsowhlciry of?ybee Island 9 (.) Tenant shall have the right to conduct an environmental audit of the Real Property and the Tower at Tenant's expense. Tenant shall not be obligated to take possession of the Property under this Agreement if the environmental audit reveals that the Real Property and the Tower contains contaminants, oils, asbestos, radon, PCB's, hazardous substances or hazardous wastes as defined by federal, state or local environmental laws, regulations or orders or other materials the removal of which are required or the maintenance of which is prohibited, regulated or penalized by any federal, state or local government authority ( "Hazardous Materials "). 19. Notices. All notices, requests, demands and other communications hereunder shall be in writing and shall be deemed given if delivered personally or by a nationally recognized overnight courier for next -day delivery or mailed, certified mail, return receipt requested, to the following addresses: If to Landlord,to: City of Tybee Island, Georgia P. 0. Box 128 Tybee Island, Georgia 31328 (912),786-4571 City of Tybee Island, Georgia 403 Butler Avenue Tybee Island, Georgia 31328 -2749; If to Tenant, to: BellSouth Personal Communications 3353 Peachtree Road, N.E., Suite 300 Atlanta, Georgia 30326 Attention: Real Estate Department With a copy to: BellSouth Personal Communications 3353 Peachtree Road, N.E., Suite 400 Atlanta, Georgia 30326 Attention: Legal Department • Be1lSouoJClry of Tybee Island 10 C) 20. Title and Quiet Enjoyment. A. Landlord warrants that (i) it has full right, power, and authority to execute this Agreement; (ii) it has good and unencumbered title to the Real Property and the Tower free and clear of any liens or mortgages; (iii) the Real Property constitutes a legal lot that may be leased without the need for any subdivision or platting approval, and (iv) that Tenant shall have the quiet enjoyment of the Property, the Real Property (to the extent is has rights hereunder to the Real Property) and the Tower during the term of this Agreement. B. Tenant has the right to obtain a title report or commitment for a Ieasehold title policy from a title insurance company of its choice. If, in the opinion of Tenant, such title report shows any defects of title or any liens or encumbrances which adversely affect Tenant's use of the Property or Tenant's ability to obtain leasehold financing, Tenant shall have the right to cancel this Agreement immediately upon written notice to Landlord, C. Tenant shall also have the right to have the Real Property surveyed and to have soil borings and analysis tests run. In the event that any defects are shown by the survey or the soil analysis, which in the opinion of the Tenant, may adversely affect Tenant's use of the Property, Tenant shall have the right to cancel this lease immediately upon written notice to Landlord. 21. Assignment. Any assignment of this Agreement that is entered into by Tenant shall be subject to the provisions of this Agreement. Additionally, Tenant may, upon notice to Landlord, mortgage or grant a security interest in the Communications Center, and may assign the Communications Center to any such mortgagees or holders of security interests including their successors and assigns. 22. Indemnification. Tenant shall indemnify, protect, save and hold harmless Landlord and the directors, officers, employees, agents and volunteers of Landlord, (for the purposes of this paragraph, collectively "Landlord"), from and against any and all claims, demands, judgments, set -offs, losses, damages, liabilities, awards, fines-and expense, including without limitation, the concurrent negligence of Landlord and the Tenant, the contributing negligence of the Tenant and any third party, and any attorney's fees, expenses or other costs associated with or incurred, based on or in any manner arising out of or related to the performance or nonperformance of this Agreement by the Tenant hereunder, including but not limited to, injury to persons or property, actual damages, consequential damages, punitive damages, losses, set -offs, warranty claims, product liability claims or other damages arising out of an action for strict liability in tort; provided, however, that nothing contained in this provision shall be interpreted to indemnify or hold harmless Landlord against liability for damages arising out of bodily injury to persons or damage to property caused by or resulting from the sole negligence or willful misconduct of Landlord, and Landlord shall indemnify, protect, save and hold harmless Tenant against liability for damages arising out of bodily BellSouth/City of Tybee Island 11 injury to persons or damage to property caused by or resulting from the sole negligence or willful misconduct of Landlord. Without limiting the foregoing indemnity, the Tenant shall indemnify the Landlord for all defense costs, including reasonable attorney's fees, and amounts paid in settlement. 23. Successors and Assigns. This Agreement shall run with the Real Property. This Agreement shall be binding upon and inure to the benefit of the parties, their respective successors, personal representatives and assigns. 24. Miscellaneous. A. Each party agrees to furnish to the other, within 10 days after request, such truthful estoppel information as the other may reasonably request. B. This Agreement constitutes the entire agreement and understanding of the parties, and supersedes all offers, negotiations and other agreements. There are no representations or understandings of any kind not set forth herein. Any amendments to said Agreement must be in writing and executed by both parties. The foregoing statements of this Section 24(B) relate only to this Agreement, and the transaction contemplated herein, and in the event that Landlord and Tenant (or any affiliates of either) are parties to any separate agreement for transactions unrelated to this Agreement, such separate agreements shall in no way be affected by this Agreement. C. If either is represented by a real estate broker in this transaction, that party shall be fully responsible for any fee due such broker and shall hold the other party harmless from any claims for commission by such broker. D. Landlord agrees to cooperate with Tenant in executing any documents necessary to protect Tenant's rights under this Agreement or Tenant's use of the Property and to take any further action which Tenant may reasonably require as to effect the intent of this Agreement. E. This Agreement shall be construed in accordance with the laws of the State of Georgia. F. If any term of this Agreement is found to be void or invalid, such invalidity shall not affect the remaining terms of this Agreement, which shall continue in full force and effect. G. Following the execution of this Agreement, either party, at its sole expense, shall be entitled to file a memorandum or short form of lease of record in the County where the Property is located. BellSouth/City of Tybee Island 12 t H. This Agreement, if Tenant exercises the Option, grants to Tenant a leasehold estate and not merely a usufruct. I. Title to all improvements constructed or installed by Tenant on the Real Property or the Tower shall remain in Tenant, and all improvements constructed or installed by Tenant shall at all times be and remain the property of Tenant, regardless of whether such improvements are attached or affixed to the Tower or the Real Property. Tenant, upon termination of this Lease, shall, within a reasonable period, remove its improvements from the Tower and the Real Property. 25. Replacement Tower. Landlord and Tenant acknowledge that Landlord intends to construct a spherical water tower to replace the existing Tower (the "Replacement Tower "). Landlord indicates that it tentatively anticipates the completion of the Replacement Tower by October 1998. The Replacement Tower may be constructed so as to permit Tenant's use of the Real Property and Replacement Tower for the purposes intended by Tenant herein and the potential use of the Replacement Tower by other communications carriers. Once the Replacement Tower is completed, references to the "Tower" herein will be deemed to refer to the Replacement Tower. To the extent necessary, the Ground Space, Tower Space, and easements related hereto will be modified upon the completion of the Replacement Tower. All such modifications shall be mutually satisfactory to Landlord and Tenant. Further, all exhibits to this Agreement shall be revised to the mutual satisfaction of Landlord and Tenant, upon the completion of the Replacement Tower, to correctly reference the Property leased. If the Replacement Tower is constructed to accommodate the use of the Replacement Tower by Tenant and other communications carriers, Tenant agrees to reimburse Landlord for Tenant's prorata share of the difference between (i) the costs Landlord would have incurred to construct the Replacement Tower without accommodating the use thereof by Tenant or other communications carriers, and (ii) Landlord's reasonable, actual costs to construct the Replacement Tower with the upgrades necessary to accommodate the use thereof by Tenant or other communications carriers. For example, if the Replacement Tower without such upgrades would have cost Landlord $70,000 to construct, and the Replacement Tower with such upgrades actually costs Landlord $90,000, Tenant would pay its prorata share of $20,000. Tenant's prorata share shall be based on the projected number of users of the Real Property and Replacement Tower, which projected number shall be mutually agreed upon by Landlord and Tenant, based upon their best -guess estimations of the likely number of future users. If Tenant determines that its prorata share is excessive, in its sole discretion, Tenant may without waiving any other right or remedy, terminate this Agreement effective immediately upon written notice to Landlord. If Tenant terminates this Agreement as provided in the previous sentence, Landlord agrees to cooperate in good faith with Tenant in Tenant's efforts to relocate to such other site owned by Landlord that is suitable for Tenant's intended use, under terms and conditions substantially similar to this Agreement. BellSouth/City of Tybee Island 13 0 10361277546/227361 10361287368 0 DATED AS OF THE DATE FIRST SET FORTH ABOVE. LANDLORD THE CITY OF TYBEE ISLAND, GEORGIA Signed, sealed and delivered this day of 199t, in the presence of: Unofficial Witness Notary Public My Co ai} . y v s: *gory Public, Chatham County, deft My Commission Expires Jan. 8, iggg (NOTARIAL SEAL) Signed, sealed and delivered this day of �,., �y,aJ , 199 , in the presence of: By: Print Name: (#8)11 L.TErL r-k e r Title: Mayor 110 - 013 ATTEST: TENANT: I, l e BELLSOUTH PERSONAL COMMUNICATIONS, INC., a Delaware corporation, dibia BellSouth Mobility DCS 1t ` tai �1 ITIVPIS By: Name: Title: Unofficial Witness Notary ' blic Niy'C � '�io Expires: ATTEST: By: Title SSf' .Spc 2 14 , " *, " " 7N\ !. " V " 1/2 t . '. A " t $4 .4.," ),:' A. . v, t" 4 7, t " st ," ,, 4 0. bVO. ,p, ... ine,V111 N'' ' 14' �% p �%" p A 1 " 04 !7 I\ " , /S as " �% A ED " " " " % a " " a " " a �% " a �% " �% y w �% as " " " + " u �% " s 41 �%'�� " " " 0 0 ��. f. " " " " 1 1" ,1.4" - 1." ,...::r (*" 11,2.) ." " (l'. " " " ," ..1'" "" " ^ tt'" .. 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" '-I,.1`:l'., ict:tt rl: ^,d Ct,t..,��," : .. 1.'.1." :it. .'I r " I7 tic,.: ".. ' .. :t 1121: 4-.1 4., .." 1 " s. ,. " ! ,.....I , " : :: i" t, " " " ! .. " " . " " t" " " " 1" 1: I I" " " i: i" r, L . . is " .L. - 1, 11.20, 't. icortile" l ;i. :, " :rt: .'1 '" ,1 %,t" -,t" .1 ," " t1 ,,,is 1.1,. " .1" '.t" - r , .11, " _, " I: I 1:-I. rc'e'..1. -1 111. I." " neI' .j" " " 1" " "1,. " �%'. 1... " " I ..., tt" " , 1 i 1, . " , 3" n. .,I" -. " 1.. . .,- " ��i, . I ' " ; . " .,i.i " r :t" " i :" t: " " ." " " " " " " !" '" 1' n " " " t!" - ;XL " r1 " " ;.irt  ereve" 1 .1 :a " 1'y"" I.i A7 :ad., I,y .i. . 1 " -" 1" " 11, . , - 1.c1i lf'.1 ^ . r�� r. 32.71 ',..:11P r It" 1" " 1 CO, l ^,'1' 'ttr" - tI. - tac (' :.' , " -IlJ lot 1'c in' . "" ,ri 32.1.7. ^r1 " " ir " ^c rib.., iy/1 `11Dtm i 1t I. .':in,,. " " I " " 1 Irel+ :;t:7 t...'" " 'I. in :1L Lb.: int" ersecti." n -" 'f ti" " " 0:11 lilt " l' ." U." 1" �%.-lu Avenue with tt" e ,. " St" ' " rn 11.1e ) ..t - ) :" L" a" , - " l�%" r, '" 1" llli" l 1" n yI -1, r1" 'tlr':cl:. " lr" 1` tt. " " nI.." rn li-'C r +v" :. 1 " " e ,1 " :u" " . 1" " " '" " . 1" 11" Fir" " " J ..-.',i '',' :illti ^fi,l'l :- `i 1. Ir" " " 1:ire" 11'hs fr.ut (170.:3);) to .. on' :crate ..'',n" " r" nt ,!l i .l" my 1.!" I 1.." a" r'Snr" 1i le nr "r" 1" crt' l.c) nt1, ' " ' " ' I%'I` 'hilted St" t ten of I" lr." ie" t, '!:barn es tllp 'ti L.:4 ,1st" a i:.l, % t" I " ': ': ..-at" t" vel:t." " t, l' ,nee It " 1i" ^" 1;,11 of ni..r.t.. ( ^33)- ckevoczi ; - nn 1,nwterl; 'LIrecl:i n ',loll. the 1" " " " " Indrr;' line " ,f ,n1,1 1,1't.thouae I:nnt" c" " " �%I ion " 1 1 :712.:u" n ...If at" :1: -nkite " ,n:! nincty - i't" rc '1: ::r1 " cd1'1 " "rot ('!t ttl) Ln in I -on pin, thence ;n-lc .. " 1.1" 11-" do, recta (no) In n Southerly zitrr ^_t% " 1 n " li" tnn':" Of n" ic'" 't'Itired fti't" -fan" Intl ^tzt:- t' :rct ar%tl" ndtllr .:ct (152.33) to " :n iron ,'n 'i," :!, rn L' , " , r'" I:cr:7 botai7d �r;. 1' : :_ 'n"1" hrttaiIrood" ��A" rtIuc, t" :cnce :Ilan " - n:'tt ,'arl';:I :rn tine of '1'In't :nlna" 1tx1 Avenue in n i'Ce ^trriy :lime t' on it distance of aevent" - -four 7 '" d fot" t_ e - Inotdrrdths ; et (74.40) try the 1rn��l pin II1'." " 1" Iit I'lr. " " " ink of hr,;.t nitli," s" '.itt ^roncrt-" I'ci t: " .,:.Icd " y1- Vie 'hart!; b: ,i.d C:tiLerl States T.i; tith,,." tsc l :r" ^" :rvation, nn t'" e ,.n.ntcby Lot iitrsnber Six (5), " r14 i" 3.oeI;, on I'' '+r" llai b::: 'Phrtlsluvond Avenue, one on the Jeri: 1" " " J.2vewood :" ." ,ivo, end on which tract tire the " ,titer tr1Pc, pin" , i hounc, chlorinator, and other apparatus formerly n ',art of the water nystc:'1 of the !rated States tleservation of :" 'ort Screven on r;;boe I" lcnd; end, ALSO, all that certain lot, tract or :vireo' or le::a aituatc, lyini, anti bean(: in the 'town Ir " 1 " �% " " al ." :. �% " �% �% � n ' " " �% �% �q " �% �% q o " �% �% " " ir �% " Len �% �%y ti�%'" �� �% �%��': ��% F �%fir" �% " " " �% 9,���%tla''4t10" �% .11" A iP6'" �% �% " �% " �% Y��t��" r �% " a�� " N " Ii" P.I. a a �% �% � �% D. �% rt. � �% ~ " " 111 " " �% n i C, 0 r" N" " " " " " �%�r " la �% " �%�% �% �% �Pia " .." " " " 4 �% �% " �%�% e," e " II " " " �% % " �% " �% �% �% a �% �% � a�% �% � O -4- O or Savronah •?sac,,, Tybee island, Chntttata :earf;t0, :'tnl •aut'e orrtteolA.rly ti,'ocrihed on the raforonal,t map ns follows, La -wit: tact t,:•tin :. at a ')Dint ant hundred fifty-rive (1o5) foot Wort of tl:o north- western .'ornc" or inn • :orn street •tt fort Av,wc in LHo enid Town rr a:mInn,ah 'each, T:.hue Leland, Ul,at :•am t :„vet'', ru.riini i.i,cnco 3 6,0000't thirty -five and f ?.ft,; -five, han•lrcdtho (:.y.35) rcct tn' alon' 1' ' I.horn :ado of ,Fart n "OOue to V. st "'. aL•o, Ocoee i' 33000 '.Y no hundred I l.irt: -one ohm-tenths (151.0) filet to r stoke, t'unicc ;I 117000 i> tl,irt;; -ilve (55) foot to a eta':e, thence 3'.',3000 c. two hundred t',irt - ti:rcc nl: - Lcnt.i,9 (2:i:S.C) fret I4' the point of be, i•nll.nt_, on ::d•l.ctt I•rarcrt' Is Located on thv • ;orL!'srn p•,rt: of aoi't lot n pu■tpini, eLutian which ens formr•'ly n Hart•. •'r the wr.' :er works ;.st.(.. or i. :•r o.o.t 5ereven neservation, it •r td,1•,tt t r c1 • rt on mrr . ue sy :1. A. . ' : ir, atrn ..u' nacr, iitt<•t arch 1::, 1046, recorded In the ot'flcc of the '.'1u'1t of t''f 3nrerl .r i:•n:rt or .^.nld u •onty In I'l'+t :,er.:'rtl 1i_', nt f,o,e 3bb, the : :wt.; ,n ha"ehj r.•ntvcyod 1•eint; L!.r cart :'erly seventy (70) feet v; sold property, it Lela: the Intention to convo,J on ,:a11 =orient• or rii'it -Of -:•ray over the nautaerl', ! '•'rti. n: ta; (`L''ev ':i th rife '',',irnitta, ,Ad.11L::, .:eater ..•.Lila, wolves, - 3'49 and raiy other •n•c...crty ::1.1c.:1 was :, put of the an id w -t,•r °ata' ° Sv'•'c1.) t•r 0)0 l;ia; in nr belie • 3rhod to ate'C''S, ri,hLs of . :a;, or ✓l::e- /:it're it'to'Ita, It beln;•, >,'a: .:I^: )PC of a!•C: c:i..,, earl inr hereto I..at. ti•r. e,itirc ;'ter g•'r.tem • the Culted Stater ::'per w:cni f•,ir the a 1 urt. .,r.rcvr.o .ies, :rvatton to covered by Lh; Present owed: to et?„ :r :: ?!.?• all rt,.hts of Adequate arses, .i'tr,rc;s lad c,:rcas, !n ent•,,ett ,'t with tee said ..at':r s;atei'i. All of :..,it''t is h_Lte.r :a'n gm: ,ieser. bed in th ^'.: :cr.itin eN :ad ir• • •r ..'La .,•irt or the ccit.'td •",rt. to t!.(. n,4: 'rl: af' .. ": .iral port •lcted Apr!). '.', 1V46, r',ri recorded In r:ed fouk ''2.1 ", t''ltn. I15, I't t' r records •,1' the Clerk's a:'fIce of Lae S•.r,rri 1' G"t'rr, Seitha:r :ma a i l or r1' 1 ch Is a•.le ldcd 'a; t''nt certain iced [rum the n,ku "vet': the escond art to the party of Luc firr'L ^rt dated :ay '2, 1946. tau recorded in deed 11•'ak 4:S A, Polio 2, in the records or the ,l:.rk'.^• orrice ut' the Superior ;.art • - t:!,atban ctnrtty, 'e,r, La, by the 1'olloninr: description, to -wit: ALL that ctrtain lot or parcel 0" Ovid sitwain, lytn,, end Leine, In Lee snld 'i'•,wn of Sava'nab ileac'', In said t:uunt: if 'dtatlr)ia And 3lr.tc oC !i{tvinl; a northern frontae of thirty -five (35) feet on We aforesaid tract on which to located a pt'npin;: station rod a roctanbtlar depth s.outh- t•'nrdll' of rirty (i00 feet and a width on its southern line of thirty -five (35) feet, and ba•tnded on tl:o '!orth by the aforese!.d tract on which is located the said ptvnnin(, station, on a a a a a a a a ■ a ■ a a a • a ■ ■ ■. ° • • ae m a a ■ a ■ ■ ■ • • •• a ■aa ar- ■ • ■ ■ a ■ • ■ a 0 a a ■ • ■ ■ • ■ as t a aP a �. • • • • • • ■• a O I. • • EN • • ▪ • • • % • • talon • Il is e "AL • • • Bit *e.g. . • NI " • if• • •• • le lb a • • •• ••• • • • • • • • • • • • • • • • a. • en • e lle" UP %Nu Ws° % N RU ▪ • • C.q9 . • 1 a Vt m • a pa no go to..a .E. o• it • • CBB ala ■•,.. a• = II B r g lyr ° , It• • B. • • I • • a • I • 1.4 ••• • - •!', 31, •.r ••••• t,r..e 1 S:1•,,retif, with p.„ :' .1 .1..t• "• 1 lt •••1.10•I, 1•Q V.: • • ••• •••••` • •• t '■ • 141. 1:: .1 ri••••••• 1•••••••t -.1%-t. t„ •••••• k. ,•-• • •I ';••■••• vi• •1";•.: ',sr; r••• •,11,1 •.•.• ••1.•••;.- 1.•■•Ir :■•••••■■•• 1 .•., •• ••••••,,••••"1, •■•• • •••' •••••,t .•••• • tv••••• • • • ;" • ' • • ',:`, ••••— ••••■••..,"..: •.1 •■•t zr•s •1•1 1 1 • yt3t.:1-,•.i • •••t• •••• • .1 -1, •••-tr p •1•!. ", l'••110 I . ' ,• • *. ;•-.V • 11: • ••• • • ••: : '; :t .t •:•. ..( :•••I, ••• ' •• , :•••• • •r, yr; ••••:•:(•1... • • ...• s" ••I'Vt.:11%r ;I'•••• ••M•• :1-5, 1'1; •.•••■ • " lIVIA•4•••.IC125 ••cricr 1.1,cveunto ".L•lew, • ••••, l'••• •:1 :••• ..,yrel•■eicr '•' :•• '• • :' ..,.-... it :11 • :•:1.•.:, ;••(•••■•••■•1.;: ••1.. •.:.L4.;•rt ( ' . • t. y . 4.:Yt. :•• 1.•1 I •••••; •tt 'II ••••• ••.'6. t•Y ') V , , 1•••k ' .1:•:. / •• i•••.1.; PI R p.rt 1iS :•13,), ZLflLl, it .1 "w^v rt-rneltz. ••:• r • Si ;••••••0-11.vf-I, •■•■• ,•■ IC POI *• It•!5 ft•-•-•tr,,i••••c• n corporati.on) nrul of: whtteaor %Ind r•oret.:r s- Fi PI 1 V • •••••,rt•••1•••tc•Vs. neco !.,..trt all 1,crsu.r‘l •••••rl.;:, •tr. (ft!..ve :t.trt..y or tt•c ; r suLu lei. •J3ttr.tr.5 it,iti •;:l.•.erew.r 1ottv.t.t,t1 .•• •:t •,r uf Ltoed. .11:; WHYS b., its Tro.-.1r L 11.•;••trat13 Itracut,s t'avecunto c1,0,1* -axt.h,rJ.,med vy.act.a.•:0 t- Ill ,i13trtfl.en u. the tin crt.i -z•ants fl.rat above arltton. 73.1.Li1.y.i, sealed and delivered in the presence of• . :./ ..I.t■ny .. ,....\"%?....1.!.!...7.4.1._ • /72°. (-- ii tir' -1. ; , het e ia County, \ .•■•:. - * 't.,:,-:•: neorcia. ....7...,::.pu*:0" Ibitlaiy Pnblie. Chatham County. Ca ..-.-1•,'" ...... , .... '..0:111y.Coutnniano• laNnyao Aptil 4. 1952 , • .s..... /*//,1 1 li 0 . ••' Attes-t: • ••• • la U •• • us • I .11 u!■'&••• .-.• • $4.701. •. • • B. • • • • • • .• - •mg ° Noi If • I la • • ° • • J" • n•i° `1° °111.r" • • • • 2 so 9 • • • •F 0 m I° • ID • • NO • 16 • 43 . BU al a • CO • 04/30/97 TUE 08:59 FAX 803 21701.1 POH Exhibit to Memorandum of Lease SITE 410 -013T TYBEE ISLAND BEING the area shown and d Site - 410 -013T Tybee Island, prepared for B Hensley dated September 22, 1997, revised made a part hereof ( "Lease Exhibit "), such real property of Board of Education, City o property is described in that certain tleed r County Registry, Georgia. as the "Lease S. " on the Lease Exhibit of South Mobility, CS, by Piedmont Olsen ptember 25, 1997, and attached hereto and e Site being a portion (or portions) of the Savannah & Chatham County, as such real ded in Book 169 -A, Page 133, Chatham TOGETHER WITH a nonexclusive casement for utilities and for ingress, egress and regress for pedestrians and vehicular access to the Lease Site, as shown and delineated as the "Access & Utility Maintenance Easement" on the Lease Exhibit. TOGETHER WITH a utility easement across the lands of the Lessor in a location reasonably designated by the Tenant, or the utility provider installing the service, so as to provide electrical service to the Lease Site sufficient to operate the improvements of Tenant on the Lease Site. Post -it' Fax Note 7671 Dab mm 7 1014m■ ,3 C n4 To. -1:11( Co.tapt. Cfl. 1 1'nq Phoned Phone * Fax# Far* I 09/30 '97 08:55 001 09/30/97 TUE 08:59 •03 271 7014 6 GEORGIA SPC EAST GRID NORTH kyr P09 002 MEMORIAL PARK .,� ACCESS & UTILITY I's L9 •.� _ MMNTEINNCE EASEMENT *■-■„10.2.421v et\ it FIRE STATION N/F BOARD OF EDUCATION / CITY CHATHAM CUNTY DB 164 -A, PG 133 r -,tom . ..__. ...... fi7." ' sr�1 (Nyp.12 I;"- /go . "'f.---.- 60. ________ 320.00) ■-__. `1—_ R/W P40 cs n. N/F BOARD OF EDUCATION CRY OF SAVANNAH & CHATHAM COUNTY DB 169-A, PG 133 ONE STORY BRICK !OBEY i Ma COMM SURVEYOR'S SIGNATURE RLS I DATE e o 1 Inch = 40 ft. DATE SEPTEMBER V. 1997 9- 25-971 O 9 -22 -97 RE VISf0 LEASE Size OR0GINAL ISSUE L8 LEASE EXHIBIT FOR SHEET 1 OF 2 BELL SOUTH Carolinas PCS, L.P. f OF SITE 410- 013T —IYBEE ISLAND BEING A PORTION OF THE PROPERTY OF BOARD OF EDUCATION, CITY OF SAVANNAH do CHATHAM COUNTY, WHICH IS AT THE INTERSECTION OF JONES AVENUE AND FIFTH STREET IN THE CITY OF TYBEE ISLAND, CHATHAM COMM, GEORGIA. 49,E AW;gh. NC Wecm+lc, SC C6Hio4944.. TN A1romo, CA Erc�1,EEaS. aI i9T[C7S AMC suMYOIlS 420 Pak Noma Poct 016u 90. 1717 Leuo.Nc, SC 20602 Td: 061/212 -1717 For 664/23S -9067 97 OS:55 09r30e97 TUE 08:50 F 03 271 7014 POE fitloos NOTES: I) BE4RVIGs ARE GA OI80 AND WAXES ME HQBNTNTN. isiE.LS TN A MME NOTED, 000RD- NAWES ME GA CRO (St EAST). 2) TM LEASE DODO IDS BEFN PREPARED PARIWLY FROM AN AC1W1. F110 suitty AND PARRAIiY FROM INP5 AIO DEEDS OF IECORD. 3) THE YAP REPRESEWS ONLY A SURuEY OF TAE LEASE SITE. ANO THE ACtES'S. Willy, AND 1LNNIENYICE EASEMENT, AND IS NOT VRUA*D FOR ANY ODER USE 4) ORO COONOMIATES SIOMfN ME FROM AN AGIUAL UPS SURVEY PERFORM TO 311D ORDER cuss I FUOC SPEC:Am n USIW STAIR GPS FED PROCiDURESWITti (3)111D SR299 UPS S'EWORS. LEGEND -Pc- ryn (114545'£ 150.00') P.O.B. 0 • R)' PACCFSS d 1 nffit WINTTOIWICE EASEMENT GEORGIA SPC EAST GRID NORTH Y 73268948 k 106581921 LINE SURVEYED UNE NOT SURVEYED ROAD RIGHT-OF-WAY LINE BE DEED OR PLAT POINT Of BEGINNING IPF - IRON PIN FOUND NNL SET AM POLE LOCATION NAP N3.5. mass k UMY INMIENNICE EJSOD7a UNE BEAM DISTANCE 18 N7T1 WV 83.33 19 52719 29.38 LID N173213'E _ 23.63 ARIA = t 2727 SO. FT. ACCESS & UTILITY MAINTENANCE EASEMENT a6 SEE INSET A P LEASE EXHIBIT FOR P.05. FOR LEASE SW Y 732802.81 X 1065896.28 BELLSOUTH LEASE SITE UNE BEARING DISTANCE L1 N68'12'2811 6.82' L2 N21'47'32 E 15.24' L3 $6812;2fE 5.76' L4 S174 54 15.28' LEASE AREA - 961 SO. FT. BELLSOUTH LEASE SITE LIE BEARING INSTANCE L4 N17'47'541 �S68'1 1:1111 L6 i T] 4' L7 N6512 29 11,47' AREA it 213± a FT. 1 inch c 40 tt. WE SEPTEMBER 22. 1947 9 -25 -971 9 -22 -971 10' 0 SHEET 2 OF 2 R04411'. O , . lK NC BELL SOUTH Carolinas PCS, L.P. OF SITE 410- 013T -TYBEE ISLAND BEING A PORTION OF THE PROPERTY or BOARD OF EDUCATION, CITY OF SAVANNAH & CHATHAM COUNTY, WHICH IS AT THE INTERSECTION OF JONES AVENUE AND FIFTH STREET IN THE CITY OF IYBEE ISLAND, CHATHAM COUNTY, GEORGIA. RE REVISED TEASE SIZE L8 ORIGINAL ISSUE L8 Gcanr;t . Sc Atlanta. CA PiedmodOlsenHensley maims. /AC' 1EC%S mD SIINY5 1R 420 Pork Moat ►act Otnicc Boy 1717 Craan.0lt. SC 29602 09/30 '97 08:55 --- Cell Site No: 410 - 01342339 Site Address: 211 Butler Avenue, Tybee Island, GA 31328 FIRST AMENDMENT TO WATER TOWER ATTACHMENT OPTION AND LEASE AGREEMENT THIS FIRST AMENDMENT TO WATER TOWER ATTACHMENT OPTION AND LEASE AGREEMENT ( "Amendment ") dated as of the date below, by and between The City of Tybee Island, Georgia, having a mailing address at P.O. Box 2749, Tybee Island, GA 31328 (hereinafter referred to as "Landlord ") and New Cingular Wireless PCS, LLC, a Delaware limited liability company, successor in interest to BellSouth Personal Communications, Inc., a Delaware corporation, d/b /a BellSouth Mobility DCS, having a mailing address at 6100 Atlantic Boulevard, Norcross, Georgia 30071 (hereinafter referred to as "Tenant "). WHEREAS, Landlord and Tenant entered into a Water Tower Attachment Option and Lease Agreement ( "Lease ") dated October 10, I997; whereby Landlord leased to Tenant certain Premises, therein described, that are a portion of the Property located at 211 Butler Avenue, Tybee Island, GA 31328 ( "Agreement "); and WHEREAS, Landlord and Tenant desire to amend the terms of the Agreement; and WHEREAS, Landlord and Tenant desire to modify, as set forth herein, the Rent payable under the Agreement; and WHEREAS, Landlord and Tenant desire to modify, as set forth herein, the Tenant's obligations to pay Rent to Landlord for a Rent Guarantee Period; and WHEREAS, Landlord and Tenant, in their mutual interest, wish to amend the Agreement as set forth below accordingly. NOW THEREFORE, in consideration of the foregoing and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Landlord and Tenant hereby agree as follows: 1. Term. All references to the Term of the Agreement shall be amended to provide that the Agreement has a Term of 60 months ( "Initial Term "), commencing on January 1, 2006. The Term will be automatically renewed for up to 5 additional 60 month terms (the "Extension Term ") without further action by Tenant for additional periods of 60 months. 2. Termination. After the Rent Guarantee Period, Tenant may terminate the Agreement at any time with 30 days prior written notice to Landlord; provided, that Tenant pays to Landlord an amount equal to 12 months of the then current Rent. 3. Modification of Rent. Commencing on January 1, 2006, the Rent payable under the Agreement shall be $1,000.00 monthly, and shall continue during the Term, subject to adjustment as provided below. Notwithstanding the foregoing, nothing herein shall be deemed to modify the additional rent derived from any and all subleases under the provisions of paragraph 16 of the Agreement. Landlord initial: Tenant !nit 1: 4. Modification of Tenant's Obligation to Pay - Rent Guarantee. Notwithstanding Tenant's obligations to pay Rent set forth under the Agreement, for a 72 month period commencing January 1, 2006 and ending December 31, 2011 ( "Rent Guarantee Period "), Tenant hereby agrees that Tenant will be obligated to pay Rent due and such obligation will not be subject to offset or termination by Tenant. 5. Future Rent Increases. The Agreement is amended to provide that commencing on January 1, 2011, Rent shall be increased by 12.00% and every 5 years thereafter by 12.00% of the then current Rent. 6. Notices. Section 19 of the Agreement is hereby deleted in its entirety and replaced with the following: NOTICES. All notices, requests, demands and communications hereunder will be given by first class certified or registered mail, return receipt requested, or by a nationally recognized overnight courier, postage prepaid, to be effective when properly sent and received, refused or returned undelivered. Notices will be addressed to the parties as follows: As to Tenant, New Cingular Wireless PCS, LLC, do Network Real Estate Administration, Cell Site # 10017258, Cell Site Name 410 -013, 6100 Atlantic Boulevard, Norcross, Georgia 30071, with a copy to Cingular Wireless Attn.: Legal Department, Re: Cell Site # 10017258, Cell Site Name 410 -013, 15 East Midland Avenue, Paramus, NJ 07652; and as to Landlord, P.O. Box 2749, Tybee Island, GA 31328. Either party hereto may change the place for the giving of notice to it by thirty (30) days prior written notice to the other as provided herein. 7. Acknowledgement. Landlord acknowledges that: 1) this Amendment is entered into of the Landlord's free will and volition; 2) Landlord has read and understands this Amendment and the underlying Agreement and, prior to execution of the Amendment, was free to consult with counsel of its choosing regarding Landlord's decision to enter into this Amendment and to have counsel review the terms and conditions of the Amendment; 3) Landlord has been advised and is informed that should Landlord not enter into this Amendment, the underlying Agreement between Landlord and Tenant, including any termination or non - renewal provision therein, would remain in full force and effect. 8. Other Terms and Conditions Remain. The Lease is amended to incorporate all the provisions set forth on Schedule I attached hereto. In the event of any inconsistencies between the Agreement, and this First Amendment, and the provisions set forth on Schedule I, the terms of this First Amendment and Schedule I shall control. Except as expressly set forth in this First Amendment, the Agreement otherwise is unmodified and remains in full force and effect. Each reference in the Agreement to itself shall be deemed also to refer to this First Amendment. 9. Capitalized Terms. All capitalized terms used but not defined herein shall have the same meanings as defined in the Agreement. [NO MORE TEXT ON THIS PAGE - SIGNATURES TO FOLLOW ON NEXT PAGE] IN WITNESS WHEREOF, the parties have caused their properly authorized representatives to execute and seal this Amendment on the date and year below. LANDLORD: The City of Tybee Island, Georgia By: Name: Title: Tax Id 1/ 4i -rEi 1AI 7C)4 a iLEk. 71)4 yo,0--. WITNESSED BY: By: Name: Title: r9 A% ti2t/ -ci")—w's TENANT: New Cingular Wireless PCS, LLC, a Delaware limited liability company By: Name: Title: EXEC. DIR. • NETWORK Date B. R. CATES By: Name: Title: SCHEDULE I TO LEASE AMENDMENT Additional Lease Terms and Conditions The Agreement is amended to include the following terms and conditions: 1. Expansion of Permitted Use: Landlord hereby agrees, at the direction of Tenant, to allow the Tenant to modify, supplement, replace, upgrade, expand or refurbish the equipment related to the Communications Equipment, increase the number of antennas thereon or relocate the Communications Equipment and Tower within the Property at any time during the term of this Agreement, and Landlord shall cooperate with Tenant in all respects in connection with the foregoing. If Landlord does not comply with the terms of this section, Tenant may terminate this Agreement and shall have no further liability to Landlord. Landlord Ln /fr:/ Tenant Initial: :� BLACK DOT W I R E L E S S December 06, 2005 Site Number: 10017258 Site Name: 410 -013 Region: Southeast TYPE OF DOCUMENT: SUMMARY OF TERMS: REQUEST FOR BUSINESS DECISION AMENDMENT OR RENEGOTIATION SITE LEASE AMENDMENT 1 Technology, Suite 1 -829 Irvine, California 92618 Office: 949- 502 -3800 Fax: 949r502-3899 Email: info@blackdotwireless.com www.blackdotfocus.com Address: 211 Butler Avenue Tybee Island GA, 31328 Amendment Terms Amendment Economics Program Outcome Below Status Quo Overall Reduction/Savings 51.26% Current Base Rent $1,562.00 % Reduction per Lock -Up 0.61% Current Rent FNQ Monthly Rent Reduction % 35.98% New Base Rent $1,000.00 Escalator Reduction % 52.00% New Rent Frequency Monthly l't Yr. Gross Savings $6,744.00 Current Escalator Type Percentage 15 Yr. Gross Savings $212,905.97 Current Escalator Value 25.00% NPV Savings — 5 Yr $39,609.44 Current Escalator FNQ Term NPV Savings —10 Yr $77,174.37 New Escalator Type Percentage NPV Savings —15 Yr $111,948.51 New Escalator Value 12.00% EV — Permitted Use Yes New Escalator FNQ Term EV — Utilities No Reduction Note 35.98 %RR;52 %ER; OxAB;12xTF;72xRG;60xIT;5- 60XRT EV — Removal/Restoration No EV — 24/7 Access No Cingular /AWS Proximity (ft): NA Cingular /AWS Proximity (mi): NA Month - To-Month Tenancy Rights: (a) Is there a month -to -month option? ® Yes ❑ No (b) Has Cingular /AWS legal reviewed month -to -month option in agreement? ® Yes ❑ No (c) If No, why: SPECIAL CONDITIONS: 1. No termination rights during lock -up period 2. 12 months termination fee of then current rent 3. Enhancements captured: Access, Expansion of Permitted Use, Zoning, Taxes, Removal/Restoration and Tenants Right to Cure. APPROVAL Cingular Services: Real Estate Manager: Randy Kilgore Date: , 2005 Date: , 2005 NOTE: This form MUST accompany every document presented for signature. ADDRESS: SITE T1PE: TOWER DATA at &t 410 -013 TYBEE IS�Gv1WD LTE UPGRADE WATER TANK PROJECT DESORPTION: INSTALLATION OF NEW EQUIPMENT ON EXISTING EQUIPMENT PAD. INSTALLATION OF NEW ANTENNAS AND EQUIPMENT ON EXISTING TOWER. (3) Epabe0 011 Stewart fiteSViL DIRECTIONS Fleming PROPERTY INFORMATION SITE COORDINATES: 32.011217 -80.842024' COUNTY: CHATHAM APPLICANT / LESSEE: AT &T MOBILITY ADDRESS: 12555 CINGULAR WAY ALPHARETTA, GA 30004 VEHICULAR USE ADA ACCESSIBILITY COMPLUACE: UNMANNED TELECOMMUNICATIONS FACILITY REQUIRING APPROXIMATELY ONE VISIT PER MONTH FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION PROJECT TEAM PROJECT MANAGEMENT: ADDRESS: ENGINEERING FIRM: ADDRESS: CONTACT: PHONE: GOODMAN NETWORKS 5895 SUITE 250 ALPHARETTA, GA 30005 AW SOLUTIONS, INC. 300 CROWN OAK CENTRE DR. LONGW00D, FL 32750 ROBERTO ROSALEZ 407.260.0231 EXT. 106 OEStGt1 CRITERIA 1. WIND LOAD PER I.B.C. 2006 A. BASIC WIND SPEED: 130 MPH, 3 SEC. GUST. B. WIND IMPORTANCE FACTOR: 1.0 UNMANNED TELECOMMUNICATIONS FACILITY BUILDING CATEGORY II. C. WIND EXPOSURE: C. 0. WIND PRESSURE COMPONENT & CLADDING: 64 PSF (TOTAL LATERAL). 2. DEAD LOAD: A. EQUIPMENT WEIGHT PER MANUFACTURER DATA. 3. SEISMIC LOAD DOES NOT GOVERN THIS DESIGN. itiga SHEET T1 Cl C2 C3 C4 05 C6 C7 C8 SP1 SP2 SHEET DESORPTION TILE SHEET 1 10/02/12 SITE PLAN 1 10/02/12 EQUIPMENT PLAN 1 10/02/12 TOWER ELEVATION AND ANTENNA ORIENTATIONS 1 10/02/12 LTE CSRF JUMPER CONFIGURATION 1 10/02/12 DETAILS 1 10/02/12 DETAILS 1 10/02/12 RISER DIAGRAMS 1 10/02/12 GROUNDING SCHEMATIC 1 10/02/12 SPECIFICATIONS 1 10/02/12 10/02/12 SPECIFICATIONS 1 THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO RENEW BY THE LOCAL BUILDING DEPARTMENT AND ANY CHANGES OR MODIFICATIONS THEY MAY IMPOSE AL s3SG ALS AT &T: Goodman Networks n•,..rk a....r.Aa.... o.n.•■•e. 5895 WINDWARD PARKWAY, SUITE 250 ALPHARETTA, GA 30005 at &t AT &T MOBILITY 12555 CINGULAR WAY ALPHARETTA, GA 30004 DATE: A1Soiotioos n copper a t a d 300 CROWN OAK CENTRE DRIVE LONGW00D, FL 32750 TEL: 407.260.0231 FAX: 407.260.0749 DRAWN BY: U J CHECKED 8Y: i QG£®ntrent CoNSgt Restate A IDIMUNINIELII6E FROM ATLANTA TAKE 1 -75 SOUTH, TAKE EXIT 165 ON THE LEFT TO MERGE ONTO 1 -16 EAST TOWARDS JIM L GILLS HIGHWAY /SAVANNAH, TAKE EXIT 165 TO MERGE ONTO GA -204 W./W. 3711i STREET TOWARDS 37TH ST /ABERCOtN STREET, TURN RIGHT ONTO MARTIN LUTHER KING JR BLVD, TURN LEFT ONTO US -80 E./W. VICTORY DRNE, CONTINUE TO FOLOOW US-80 EAST, SLIGHT RIGHT ONTO JOHNNY M BLVD, TURN RIGHT ONTO WILMINGTON MACE WAY, CONTINUE ONTO WILMINGTON ISLAND ROAD, DESTINATION WILL BE ON THE RIGHT. Re h Q �¢ '� 1 �.�Mad set s If on .ieb Site at All Tidier c �tQ P I, 10 02 12 08/30/12 07 1 12 REVISED SITE ADDRESS ISSUED FOR CONSTRUCTION ISSUED FOR RENEW REVIEW FOR CODE t IAVCE, ,OEvery effort has been made, toienty code viola -nits, no oversight by ,the fiDD reviewer.; Shall be construed as aatkprity to violate, cancei,lter or set aside any applicable codes or ordlnaiteets. The p. ,,reVl W and permit should not 4te c1n trued as a warranty or guarantee. otyilat Reviewed By /�Z N Date 1 a!� 4'12 'RA em St 1�10 c YE.i 1yL>ee wand YMCA UNDERGROUND SERVICE ALERT CALL "GEORGIA ONE CALL" 1- 800 -282 -7411 48 HRS BEFORE ANY CONSTRUCTION BEGINS 1' Il P; SPECIFIC LOCATION MAP Met POUUN GA. P.E. 126213 IT IS A NOUTgN Cr LAM FOR ANY PERSON UNLESS THEY ARE ACTNC UNDER THE CROON OF A LICENSED PROFESSIONAL ENGINEER 10 ALTER DVS DOCUMENT. i €ss ExPtICITLY ACRID 10 BY AN SOLUTIONS DT SOS AM SOLUMNS, NiC. 06CINL6 ALL UABLOY ASSOCATED WIN THE REUSE, ALTERATION MR MOOIFA'AION Or THE COMM HEREIN. SITE,: SITE NAME: ADDRESS: SITE TYPE: WATER TANK n n o r 1t o r e t DRIVE o Y 300 CROWN OAK CENTRE LONGW00D, FL 32750 TEL: 407.260.0231 FAX: 407.260.0749 TITLE SHEET SHEET NUMBER: T1 EXISTING DOUBLE GATE SEPIA 1V-Ce' 42'-8" X X X 5 COSTING AT&T EQUIPMENT PAD, REFER TO SHEET C2 >C EXISTING EQUIPMENT PAO EXISTING H-FRAME (1w) EXISTING CONCRETE PAD COSTING WAVEGUIDE BRIDGE AC 4* EXISTING CONCRETE WALK EXISTING EQUIPMENT PAD EXISTING BET( CONCRETE PAD X X X 'X EXISTING DOUBLE GATE X AC CC C7:2 SCALE: 3/32 = 1.-0" (11" x 17) Goodman Networks N•twiork. 0•11veraoci, 5895 WINDWARD PARKWAY, SUITE 250 ALPHARETTA, GA 30005 at&t AT&T mown' 12555 ONGULAR WAY ALPHARETTA, GA 30004 Aff [ns Incur porat ed 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL 407.260.0231 FAX: 407.260.0749 DRAIN BY: U CHECKED BY: EP 1 10/02/12 REVISED SITE ADDRESS 0 08/30/12 ISSUED FOR CONSTRUCTION A 07/31/12 ISSUED FOR REVIEW REV DATE DESCRIPTION A, IT IS A MOON OF UN TOR ANT PERSON MESS Pe ARE ACTINC LAIDER THE DIRECTION OF A LICENSED PROFESSIONAL (1410000 10 ALTER HAS COCIAIENT. UNLESS EXPOCITLY 0100000 10 BY AW SOLUTIONS IN MK AK SOLUTIONS 04C. DEEMS ALL LIADR.RY ASSOCIATED VAIN 11£ REM, ALTERADON OR HODIFICADON OF THE COIRENIS HEREIN. sift 410-013 SITE TYPE: WATER TANK SHEET TITLE: SITE PLAN SHEET NUMBEFt Cl H x EQUIPMENT LAN x x x NEW 100N 0V, 10, E (j 32P, MAIN LUG UG ONLY I« SUB -PANEL EXISTING H-FRAME 8 CB Et I- I 5' -3' r�r LT X x— x —x —x —x T i r Tr T ri Tr i r f , i T r f rt 1 1r T r • IC- - i•- s- i- i••■■i■■LTTT•TR*16 NEW -48V DC POWER & 'BATTERY CABINET a•a • ' a.• • • a SCPA COSTING GSM CABINET a— a— a— a—a—a• , -, -, -, TELCO ENCLOSURE GENERATOR TRANSFER SWITCH TELCO ENCLOSURE 4 s • COSTING GENERATOR • • a•4 t e d a • • .. • i• a sa NEW LTE • .�O•yO�S�T•I,4�G ATV' 4 • •.. CABINET . • • tQUPM JT PADa. ti • 4• •. :EXISTING CABLE .4 TRAY' .4 0 J x EXISTING PPC CABINET (STING GSM CABINET BRIDGE (TYP71 ALL WIRING, SERVICE INCLUDED MUST BE COPPER NO ALUM!UNM ALLOWED Section 9, sub.. section E1-2 -A Tybee Land Development Coda • d a • l NEW MINI PU NEW H RBS 6601 CABINET ON FOR (1) NEW TE DIGITAL UNiT 0 CS EXISTING UMTS CABINET SCALE: 1/4' = i' -O° (11' x 17°) KEYNOTE - .dVD: 1. INSTALL A #2 AWG SOUD BARE TINNED COPPER GROUND CONDUCTOR BETWEEN NEW EQUIPMENT CABINET AND EXISTING EQUIPMENT GROUND i6NG. 2. INSTALL A #2 AWG SOUD BARE TINNED COPPER GROUND CONDUCTOR FROM H -FRAME POST TO EXISTING EQUIPMENT GROUND RING. 3. TELCO CONDUIT FROM EXISTING TELCO ENCLOSURE TO RBS 6601 IN NEW MINI PURCELL 4. POWER CONDUIT FROM EXISTING 200A AC PANEL TO NEW 100A SUB - PANEL REFER RISER DIAGRAM ON SHEET C7. 5. POWER CONDUIT FOR NEW 100A SUB -PANEL TO NEW -48V DC POWER PLANT 6. CONDUIT FOR DC CONDUCTORS AND ALARM CABLE FROM -481/ DC POWER PLANT TO RBS 6601 IN NEW MN PURCELL 7. (2) NEW DC POWER TRUNKS FROM -48V DC POWER PLANT TO RAYCAP SURGE SUPPRESSOR ON TOWER. FOLLOW EXISTING UNDERGROUND COAX ROUTING FROM EQUIPMENT TO TOWER. 8. (1) NEW FIBER TRUNK FOR 12X PAIR OIL FIBER CABLES FROM RBS 6601 TO RAYCAP SURGE SUPPRESSOR ON TOWER. FOLLOW EXISTING UNDERGROUND COAX ROUTING FROM EQUIPMENT TO TOWER. 9 ALL NEW CONDUITS TO BE ROUTED UNDERGROUND. MI lEleNetrlosl nstellatk mz ruiga2 apritiSy 3tiii Th3 NeaPoTs& Elliot& Gee 2.4111 EdMon and US@ GROUNDING NOTES; A. ALL GROUNDING CONDUCTORS IN CONCRETE OR THROUGH WALL SHALL BE IN 3/4' PVC CONDUIT. NO METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTOR SLEEVES. AU. EXPOSED 12 AWG SOLID BARE TINNED COPPER NiRE LEADS TO BE PLACED IN LIQUID TIGHT FLEXIBLE NON - METALLIC CONDUIT (LFNC) WITH ENDS SEALED WITH SUCONE. B. GROUND ALL EXPOSED METALLIC OBJECTS ON PROPOSED AT &T UTILITY RACK USING A TWO -HOLE NEMA DRILLED CONNECTOR SUCH AS THOMAS MD BETTS 32207 OR APPROVED EQUAL C. ALL EXTERIOR GROUNDING CONDUCTORS NCLUDIiG GROUND RING SHALL BE #2 AWG SOLID BARE TINNED COPPER UNLESS NOTED OTHERWISE. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE AND AVOID SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8' AND THE INCLUSIVE ANGLE OF ANY BEND SHALL NOT CUED 90. GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURET) GROUND RING. D. AU. BELOW GROUND EXi1RNAL CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO BURIED GROUND RING SHALL BE THE PARALLEL TYPE EXCEPT FOR THE GROUND RODS WHICH ARE TEE -TYPE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. USE GALVANIZED SPRAY SUCH AS HOLUB LECTROSOL #15 -501. E. WHERE MECHANICAL CONNECTORS (TWO -HOLE OR CLAMP) ARE USED, APPLY A LIBERAL PROTECTIVE COATING OF A CONDUCTIVE AND-OXIDE COMPOUND ON ALL CONNECTORS. PROVIDE LOCK WASHERS ON ALL MECHANICAL CONNECTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTORS. REPAINT TO MATCH EXISTING AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE TYPES OF METALS BEING ATTACHED TO. F. THE SUBCONTRACTOR SHALL COORDINATE AS REQUIRED TO HAVE A UTILITY COMPANY REPRESENTATIVE AT THE SITE TO DISCONNECT THE UTiUTY NEUTRAL FROM GROUNDING SYSTEM DURNG FINAL INSPECTION SO THAT REQUIRED TESTING ON THE GROUND SYSTEM CAN BE PERFORMED. THE SUBCONTRACTOR SHALL PROVIDE NOTICE TO THE CONTRACTOR (Two) DAYS PRIOR TO FINAL TESTING. IF THE SUBCONTRACTOR FAILS TO MAKE UTILITY COMPANY REPRESENTATIVE AVAILABLE DURING THE FINAL ILStNG, THE SUBCONTRACTOR SHALL PAY THE COST FOR AN INDEPENDENT GROUNDING CONSULTANT TO PERFORM THE GROUND RESISTANCE TEST. GROUNDING CONSULTANT SHAD. BE SELECTED BY THE CONTRACTOR. IF THE IJDUiY COMPANY REPRESENTATIVE FAILS TO APPEAR DUE TO NO FAULT OF THE SUBCONTRACTOR, NO PENALTY SHALL APPLY. G. A RESISTANCE TO GROUND OF (5) OHMS OR LESS IS REQUIRED FOR ALL AT&T SITES. THE SUBCONTRACTOR SHOULD RETAIN HIS OWN TESTER AT HiS OWN EXPENSE. IN ADDITION, A THIRD PARTY SHOULD BE HIRED TO OBTAIN MEGGAR AND SWEEP RESULTS ON ALL SUES INCLUSIVE OF WHAT RESULTS THE SUBCONTRACTOR SUBMITS TO ENSURE PROPER QUALITY CONTROL ON AU. SITES. SCHEDULE FINAL MEGGAR IL STING PROCEDURES. iF THE FINAL GROUNDING RESISTANCE MEASUREMENT EXCEEDS 5 (FIVE) OHMS, THE SUBCONTRACTOR SHALL. NOTIFY THE CONTRACTOR. H. ALL MOUNTING HARDWARE SHALL BE STANLESS STEEL L THE GROUND WIRES SHALL BE STRAIGHT FOR MiNIUM INDUCTANCE AND VOLTAGE DROP SINCE CARE BENDS INCREASE INDUCTANCE. THE MINIMUM REQUIRED BENDING RADIUS IS 8 INCHES WHEN BENDS ARE UNAVOIDABLE. ALL METAL WORT( WITHIN 10 FEET OF THE GROUND RING SHALL BE DIRECTLY BONDED TO THIS GROUND SYSTEM WITHOUT USING SERIES OR DAISY CHAIN CONNECTION ARRANGEMENTS. J. PAINT, ENAMEL, LACQUER AND OTHER ELECTRICALLY NON - CONDUCTIVE COATINGS SHALL BE REMOVED FROM THREADS AND SURFACE AREAS WHERE CONNECTIONS ARE MADE TO ENSURE GOOD ELECTRICAL CONTINUITY. K. CONNECTIONS BETWEEN DISSIMILAR METALS SHALL NOT BE MADE UNLESS THE CONDUCTORS ARE SEPARATED BY A SUITABLE MATERIAL THAT IS A PART OF THE ATTACHMENT DEVICE. ONLY ATTACHMENT DEVICES LISTED AND APPROVED FOR USE WiTH THE SPECIFIC DSSNILAR 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 UNE, WHICHEVER IS GREATER). M. NO-OX TO BE ADDED UNDER ALL GROUND LUG CONNECTIONS. Goodman Networks x aw°.x xe°.a•eR.... OUlw■,. 5895 WINDWARD PARKWAY, SUITE 250 ALPHARETTA, GA 30005 at&t AT &T MOBILITY 12555 CINGULAR WAY ALPHARETFA, GA 30004 i n c® w p e r a t e a 300 CROWN OAK CENTRE DRIVE LONGW00D, FL 32750 TEL: 407.260.0231 FAX 407.260.0749 CHECKED 8Y: EP 0 A REV 19/02/12 REVISED SITE ADDRESS 08/30/12 ISSUED FOR CONSTRUCTION 07/31/12 ISSUED FOR REVIEW DATE DESCRIPTION rt 5 A Yauno* a L*4 Wm,' PERSON UNLESS THEY ARE ALTO C UMECO IMF O*BECICR Or A VSx6ED RtOFESSIOMN. MISER TD MIER DOS OOCUME�M,1 �U*�CS.S WM:TEY /GREED TO BY NT SWIMS M WRITING. A4 SOU:ONS, 'C. OISCWMS MI. U aUTY ASSOC * ED WRN THE REUSE, AIER/DDM OR MOONICATIEN Or TOE CONTENTS MRE>. Sid': 410 -013 SITE TYPE WATER TANK SHEET TITLE: EQUIPMENT PLAN SHEET NUMBER: C2 EXISTING ANTENNA MOUNT L NEW LTE ANTENNA ATTACHED TO EXISTING HANDRAIL EXISTING & NEW ANTENNAS k 148'-0" RAD CENTER NEW RAYCAP DC SURGE SUPRESSOR. LOCATED WITHIN 15' -O OF AU. RRU'S. C6 'T ilk' �) �AAe Ttatz 6: ,;�- To.$r E,y(r.(S1Clii �..1�iI�m ' -;� m d. rt'Lii1dE:re)r.te (2) DC POWER TRUNKS + (1) FIBER TRUNK WI 12X OIL FIBER CABLES FOR LIE. ROUTE PER LATEST STRUCTURAL ANALYSIS. STRUCTURAL ANALYSIS PERFORMED BY OTHERS TOWER ELEVATION SCALE NTS 1. THE CONTRACTOR SHALL COORDINATE AND COMPLY WITH THE PROVISIONS OF THE STRUCTURAL ANALYSIS PRIOR TO THE INSTALLATION OF ANTENNAS AND COAX ON THIS TOWER. 2. REFER TO STRUCTURAL ANALYSIS OR STRUCTURAL LETTER FOR APPROVAL OF ADOMON OF NEW TOWER APPURTENANCES. 3. IF STRUCTURAL ANALYSIS SHOWS NEED FOR TOWER REINFORCEMENT, REFER TO ADDITIONAL DRAWING SET DEDICATED SPECIFICALLY TO TOWER REINFORCEMENT FOR THIS SITE. 4. REFER TO STRUCTURAL ANALYSIS FOR REQUIRED PROVISIONS FOR COAXIAL CABLE SUPPORT AND CONFIGURATION. 5. ALL OTHER CARRIERS' APPURTENANCES MAY NOT BE SHOWN IN ELEVATION. REFER TO STRUCTURAL ANALYSIS. 6. TOWER ELEVATION SCHEMATIC OIT Y, REFER 10 STRUCTURAL. ANALYSIS FOR ACTUAL MEMBER CONFIGURATION. PROPOSED ORIENTATION PUN INSTALL NEW RAYCAP SURGE ARRESTOR (006- 48- 60- 18-8F) LOCATED WITHIN 15' -0" OF ALL RRU UNITS. EXISTING UMTS ANTENNA (5) AZ. 270' NEW 80010764 LIE ANTENNA (31 AZ. 270' EXISTING GSM ANTENNA (5) T AZ 270' lL E. NEW LTE RRH (TYP. 2 PER SECTOR) EXISTING ANTENNA MOUNT EXISTING WATER TANK EXISTING WATER TANK FOOTING, TYP. /ins rJ& A A r • IZi1r beoGres 451 44i1 1223tS': ISO MPH tA.3I'Ob !_ 4))1 Z. Qk'c'c.46.4yV lirek/1 ' °614411 8 i_ ca-gozSL OE. 12IE.S16 7 4.1 , 7oLit Dft.6164 e)-44-1 l Wl PL %f i lA /f11A Z.ZZ SCALE: NIS 1. CONTRACTOR SHALL VERIFY ALL INFORMATION SHOWN WITH RF ENGINEER OR CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. 2. REFER TO LATEST TOWER STRUCTURAL ANALYSIS PRIOR TO INSTALLATION OF NEW AT&T ANTENNAS AND EQUIPMENT. Goodman Networks tl•w•,k %w.M.Ap.... 0•11v•100. 5895 WINDWARD PARKWAY, SUITE 250 ALPHARETTA, GA 30005 at &t AT &T MOBILITY 12555 CINGULAR WAY ALPHARETTA, GA 30004 i w utions I n e o r p o r a t a d 300 CROWN OAK CENTRE DRIVE LONGW00D,FL 32750 TEL 407.260.0231 FAX: 407.260.0749 DRAWN BY 11 ICHECKED BY: EP EXISTING ORIENTATION PUN EXISTING UT/TS ANTENNA (5) f1 -AZ. 270' _EXISTING GSM ANTENNA (1) Go AZ. 270' EXISTING ANTENNA EXISTING ANTENNA MOUNT EXISTING WATER TANK EXISTING WATER TANK FOOTING. TYP. 10/02/12 REVISED SITE ADDRESS 0 08/30/12 ISSUED FOR CONSTRUCT ON A 07/31/12 ISSUED FOR REVIEW REV DATE DESCRIPTION SCALE NTS tt O Of IAN FOR ANT PERSON UNLESS NET ARE ACTIN; UNDER THE DIRECTION CE A UCERSEO PROFESSDNAL ENGRLER TO ALTER THIS DOCUMENT. UNLESS ECEUCOty AGREED TO BE AN SOWIONS IN WANG. AW SOLUTIONS, INC. DISCLAIMS ALL LMBNA' ASSOCNTED WITH THE REUSE, ALTEWdgN OR UONHCAi OR OF THE CONTENTS HERON. SITE# SITE NAME ADDRESS: SITE TYPE: WATER TANK SHEET TITLE: TOWER ELEVATION AND ANTENNA ORIENTATIONS SHEET NUMBER: C3 n ANTENNA 11 (ALPHA) 700/850 AWS /1900 In 4r1 In + I + RET ASG 2.0 RRH 11 r CONTRACTOR TO VERIFY MOST RECENT RE] DATA SHEET PRIOR TO CONSTRUCTION. ANTENNA 12 (BETA) 700/850 Y AWS /1900 + R_T MSG 2.0 ANTENNA 13 () 700/850 + AWS /1900 + I L3' u u ASG 2.0 1-1 I--I TX1 /RX1 TX2 /RX2 AWS RRH u ANTENNA PLATFORM HATCH RRH f2 n 1-1 TX1/RX1 1X2 /R4 AWS RRH RRH 3 TX1/RX1 TX2 /RX2 AWS RRH u u DC /FIBER DEMONSTRATION BOX OPTIC FIBER DC CABLE I f'7 f'n () UNIT LTE CROSS SECTOR REDUNDANCY FEATURE ((ST) JUMPER CONFIGUMTION POWER PIANT NOTES 1. THE CROSS SECTOR REDUNDANCY FEATURE (CSRF) SHALL BE IMPLEMENTED ONLY ON TOWER SITES, WHERE THE REMOTE RADIOS (RRH/RRU) ARE MOUNTED ON THE TOP OF THE TOWER. CSRF SHALL NOT BE DEPLOYED ON ROOFTOP SITES, DAS SYSTEMS, OR WHERE THE RRH /RRU IS MOUNTED ON THE 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. CONSULT WITH AT&T MARKET PERSONNEL TO DETERMINE UPON WHICH LTE WAVE THE CSRF WILL BE DEPLOYED. 4. THE MAXIMUM JUMPER LENGTH SHOULD NOT EXCEED 35 FEET FOR 700 MHZ AND AWS FREQUENCIES. (CONSULT WITH LOCAL MARKET RF FOR ADDIONAL GUIDANCE.) 5. IN THE EVENT TOWER TOP SITES CANNOT MEET THESE IMPLEMENTATION RESTRICTIONS, THE RRHs /RRUs SHALL BE CONNECTED TO THE ANTENNA IN THE TRADITIONNAI CONFIGURATION. (£G. LOW RE HEIGHT ON 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. 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'). 7. FOR STIES WHERE CSRF WILL BE IMPLEMENTED WITH EXISTING LIE EQUIPMENT, EXISTING RF JUMPER MAY BE REUSED. INSTALLER SHALL MEASURE JUMPERS AND ENSURE LENGTHS COMPLY WITH NOTE 6. 8. ALL RF CABLE JUMPERS SHALL USE PRE -MADE JUMPERS WITH PRE - INSTALLED CONNECTORS ON BOTH ENDS. 9. ALL RF JUMPERS SHALL BE LDF OR LCF12 JUMPERS FROM APPROVED RF JUMPER CABLE MANUFACTURERS (ANDREW AND RFs). 10. RF JUMPER CONNECTORS SHALL BE INSTALLED WITH PROPER TORQUE AND WEATHERPROOFING. 11. JUMPERS SHALL HAVE RF SWEEP PREFORMED. 12. ALL FIBER CABLES SHALL BE OF THE SAME LENGTH FROM THE FIBER /DC SURGE PROTECTION BOX TO THE RRH/ RRU. ANY EXCESS FIBER SHOULD BE SPOOLED IN THE FIBER /DC SURGE PROTECTION BOX. 13. JUMPERS SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3 FEET. 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. X91 Euogi[eLle,oll Gnetall t 57c must ouropEy toutk? The Nalic cIU X 1®etric- Code Za' .. Edgal ©n eca State ALL WIRING, SERVICE INCLUDED MUST BE COPPER NO ALUMIUNM ALLOWED Section 9, sub - section E)--,72 Tybee Land Developmen N ; SCALE: NTS Goodman Networks H.,.o.L x.e.a. ea.... orn,•na. 5895 WINDWARD PARKWAY, SUITE 250 ALPHARETTA, GA 30005 ats&t AT&T MOBILITY 12555 CINGULAR WAY ALPHARETTA, GA 30004 WSiutiois Q rrn c a r p a r a t ad 300 CROWN OAK CENTRE DRIVE LO NGWOOD. FL 32750 TEL: 407.260.0231 FAX 407.260.0749 DRAWN BY: LJ CHECKED BY EP 1 10/02/12 REVISED SITE ADDRESS 0 08/30/12 ISSUED FOR CONSTRUCTION A 07/31/12 ISSUED FOR REVIEW REV DATE DESCRIPTION R S A MOON OF LWT FOR ANY PERSON UNLESS THEY IRE ACTING UNDER IRE MECUM OF A LCENSFD FRC*?SSIONAL ENOHEER TO ALTER THIS DOCUMENT. UNLESS E%MOLY AGREED TO BY AR SOLUNUS 01 WIRING. AW SWIMS. NC. IXSCIAtl6 ALL LVBLOY AESOCNTED WITH THE REUSE. ALTERADON OR HODOCAU1R OF LE COIRERIS ACREN. STE1: SITE NAME: ADDRESS: SITE TYPE: WATER TANK SHEET TITLE: LTE CSRF JUMPER CONFIGURATION SHEET NUMBER: C4 MINI PURCELL (FLXIBWS) 4'0 STD. SCNEDUA.E 40 PIPE (TYP.) BASE PLATE ff HANGER BRACKETS FOR FIBER (MOUNT ON SIDE OF H -FRAME CLOSEST TO WAVEGUIDE BRIDGE) • , %t/ tip` i�\ i �i� „i�i�,i��v��i��i��i��i�, </ ,\\////:///\\> \\// />\' 416 STD. (TYP.) FIBER SUPPORT DITAt. (AS RESIEEDi WATER TIGHT ENDCAP \�I P1000 UNIS1RUT SPACED AS REQUIRED. SECURE TO SUPPORT PIPE WITH STD. UNISTRUT STRUCTURAL PIPE CONNECTORS OR U -BOLTS SIZED PER NEED EL f 18” X 18' FIBER JUNCTION BOX MINI PURCELL (FLX16WS) • FINISHED GRADE \ \'/ \,/ •� \ /� /��l�s'y , <V`��,� \.%:>\s r;, / //� F CONCRETE PAD PL12x12x1/2 411 STD PIPE 1 1/2" 3/8' PLATE 3/16 BASE PLATE DEMNL 2' -3' 1' -8' 1RR`o4` 10LT1 silty ,14.1/4.agrE i0 Goodman Networks N•twori H..•■••• .. n•l.v•■•■. 5895 WINDWARD PARKWAY, SUITE 250 ALPHARETTA, GA 30005 at &t AT&T MOBILITY 12555 ONGULAR WAY APHARETTA, GA 30004 �� solutions i n n n r p n P a t ad 300 CROWN OAK CENTRE DRIVE LONGW00D, Fl. 32750 TEL: 407.260.0231 FAX: 407.260.0749 DRAWN BY: CHECKED BY: EP 1 10/02/12 REVISED SITE ADDRESS 0 08/30/12 A 07/31/12 ISSUED FOR CONSTRUCTION ISSUED FOR REVIEW REV DATE DESCRIPTION O IS A VIOLATRN Of RAM FOR ANY PERSON UNLESS TRIO ARE ACTOR UNDER THE DIRECTION OF A LIOETSED PROFESSIONIL ENGINEER TO ACTER THIS DOCUMENT. UNLESS COWRY AGREED TO BY AM SOLUNDIS 0 00100, AW SOLUTIONS, NG MANS ALL LABLRY ASSOCIATED HRH THE REUSE. /CERA M QR 1100IFLCLTION OF THE CONTENTS HEREN. STE SITE NAME ADDRESS: SITE TYPE WATER TANK SHEET TITLE DETAILS SHEET NUMBER C5 'NOTES: 1. REFERT TO JSA DOCUMENTS FOR EXACT CABLE NUMBER AND MANUFACTURER SPECIFICATIONS FOR PROPER GROMMETS AND HANGERS TO SUPPORT THE FIBER AND DC CABLE BUNDLES. 2. REFER TO STRUCTURAL ANALYSIS FOR EXACT CABLE ROUTING AND MOUNTING. FIBER BUNDLE HANGER ADAPTER GROMMET, ROSENBERGER PART# CX608- -HA07011 (OR EQUIVALENT) SNAP -IN HANGER, ROSENBERGER PART# 111495 -OC -78 (OR EQUIVALENT) DOUBLE CLAMP SNAP -IN HANGER FIBER TO ANTENNA MOUNTING OETAII. SCALE: NTS EXISTING POLE OR TOWER LEG RAYCAP POLE MOUNT BRACKET RAYCAP POLE MOUNT HARDWARE PROVIDED WITH UNIT RAYCAP POLE MOUNTED REAR BRACE PROVIDED WITH UNIT 2 RAYCAP PIPE MOUNT OEM SCALE: NTS "gq4IK„,dK1111 %' /f / / / % % % % %D / % % / %%/ o., PROPOSED RAYCAP FAR Sc DC DISTRIBUTION UNIT WITH INTEGRATED SURGE PROTECOR 18.5' LTE RRU PIPE MOUNT OCTM. PROPOSED RRU PROPOSED PIPE ADAPTER KIT, VALMONT PARTI B1534 OR EQUIVALENT 3'0 PIPE /-1E-2-111 PROPOSED RRU PROPOSED RRU MOUNT PROVIDED WITH UNIT 3'0 PIPE is PROPOSED ANTENNA 0 U, SCALE: NTS Goodman Networks Ketveek Knowledq e... 0el{,ere d. 5895 WINDWARD PARKWAY, SUITE 250 ALPHARETTA, GA 30005 ats;t AT &T MOBIUTY 12555 CINGULAR WAY AU'HARETTA, GA 30004 AWns i n c o r p o r a t e d 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL: 407.260.0231 FAX 407.260.0749 DRAWN BY LJ CHECKED BY: EP 10/02/12 REVISED SITE ADDRESS 0 08/30/12 ISSUED FOR CONSTRUCTION A 07/31/12 ISSUED FOR REVIEW REV DATE DESCRIPTION yed w .sU US. POULA4 GA. P.E. 126213 IT IS A vINATION OF LAW FOR ANY PERSON UNLESS THEY ARE AOPNO 51W THE MRECUON SE A LICOGSD R ORAIMNAL EIONEER 10 ALTER /HS OOCIINENT. UNLESS EXPLCTLY AGREED TO BY AV SOLUTIONS IN NRTND, AY SOLUTIONS. WC. CSCW5 Al LACY ASSOCHSEO 5Tn Tiff REUSE ALTERATION OR POOTM:ATON OF THE CONTENTS HERON. SITE NAME: ADDRESS: 410 -013 TYBEE ISLAND SITE TYPE WATER TANK SHEET TITLE: DETAILS SHEET NUMBER: CO OTE: USE 7/8" HANGERS FOR THE : RUN UP THE TOWER AS NEEDED SING ROSENBERGER CABLE INSERTS ART ij CX603- HA0711 1 1/4" HANGERS FOR THE PDG EWER RUN UP THE TOWER AS NEEDED NG ROSENBERGER CABLE INSERTS ART# CX608- HA1720 RET CABLE 1/2" COAX JUMPER (TYP.) (1) 12 AWG SINGLE PAIR DC POWER CABLE WITH ERICSSON PROVIDED CONNECTOR ON RRU END (1) ERICSSON SINGLE PAIR FIBER CABLE (1) 12 AWG SINGLE PAIR DC POWER CABLE WITH ERICSSON PROVIDED CONNECTOR ON RRU END ALARM CABLE (FOR ALPHA SECTOR ONLY) TO GAMMA SECTOR (1) ERICSSON SINGLE PAIR FIBER CABLE (1) ROSENBERGER WR- VG86ST -BRD (3) PAIR POWER CABLE ((6) BAWG TINNED COPPER CONDUCTORS). (1) ROSENBERGER WR- VG86ST -BRD (3) PAIR POWER CABLE ((6) BAWD TINNED COPPER CONDUCTORS). HARM CABLE TO ALARM BLOCK I I I II I I I I I I I 1 _ .J a n.a0—o.e RAYCAP DC SURGE PROTECTOR x PART# DC6- 48- 60 -0 -RM '2> mrzt =r (1) 20A DC BREAKER PER RRU AND —� -48V RECTTIFIERS AND DC DISTRIBUTION (1) 15A DC BREAKER PER DIGITAL UNIT PANEL POWER PLANT 1--71 L _P r �I -48V I BAIIENES I I L J OUTDOOR TOWER SITE W/ RRU MOUNTED AT TOP SCALE: NTS NOTE: SURGE PROTECTION SHOULD BE INSTALLED WITHIN 15' OF EQUIPMENT PER AT&T GUIDELINES RET CABLE (1) 12 AWG SINGLE PAIR DC POWER CABLE WITH ERICSSON PROVIDED CONNECTOR ON RRU END (1) ERICSSON SINGLE PAIR FIBER CABLE (1) 12 AWG SINGLE PAIR DC POWER CABLE WITH ERICSSON PROVIDED CONNECTOR ON RRU END TO BETA SECTOR (1) ERICSSON SINGLE PAIR FIBER CABLE (1) RAYCAP FIBER DISTRIBUTION AND DC SURGE SUPPRESSION UNIT PART, DC6- 48- 60 -18-8F ON TOWER (1) ROSENBERGER FB -1988- 002 -XXXXX (12) PAR FIBER TRUNK MINI PURCELL CABINET FIBER TO SIVO LEWD 1. -48V DC BREAKER PANEL 2 RAYCAP FIBER DISTRIBUTION AND DC SURGE SUPPRESSION UNIT (DC6- 48- 60- 18 -8F) 3. pm CONDUCTORS 4. ROSENBERGER (2) 3-PAIR DC POWER CABLE (8 AWG CONDUCTORS) 5. ERICSSON SINGLE PAIR DC POWER CABLE (12 AWG CONDUCTORS) 6. RAYCAP DC SURGE PROTECTOR PARTI DC6 -48- 60-0 -RM P ALL /VIGL SERVICE INICT DE MUST BE COPPER NO ALUMIUNM ALLOWED Section 9, sub section ®2 ®A CDe RISER IYAGRAm POWER PLANT 0— a- 0- 0- 0- 0- 0- 0— SCALE: NTS INTERNAL FUSE PANEL NEW RIBS 6601 MINI PURCELL Ail Electuical lnstaIlat oyaa nroA comply TERI The N glonaD ECaa ele ode &LL, fidItlen end &laie 2. 3. 4. EXISTING 200A AC PANEL, SEE NOTE 4 RISER DIAGRAM SCALE: NTS NEW 100k 120/240V, 10, 32P, MAIN LUG ONLY PANELBOARD, NEMA 3R, SEE NOTE 3 (3) j3 + (1) #3 NEU. + (1) #6G IN 1 1 /2 "C (2) /6 + (1) 16 NEU. + (1) /8G (TYPICAL FOR EACH RECTIFIER) _ NEW -48VDC POWER SUPPLY -- -- (REFER TO DC RISER DIAGRAM) (1) j8 + (1) /8 NEU. + (1) 18G NIT-OXIDATION COMPOUND SHALL BE APPUED TO ALL ELECTRICAL CONNECTIONS, PER MANUFACTURER'S INSTRUCTIONS. PANEL AND DISTRIBUTION BOARD IDENTIFICATION: SWITCHBOARDS, PANELBOARDS, TRANSFORMERS AND DISTRIBUTION SECTIONS SHALL BE IDENTIFIED WITH ENGRAVED, WHITE ON BLACK, LAMINATED, RIGID PHENOLIC NAMEPLATES WITH 1/4 INCH CHARACTERS, SECURELY AFFIXED TO FACE OF CABINET. PROVIDE (6) 50A /2P FOR RECTIFIER SHELF AND (1) 40A /1P FOR GFC1, BATTERY HEATERS AND AC UGHT PROVIDE (1) 100A/2P FOR NEW 100A SUB -PANEL REPOSITION EXISTING BREAKERS AS REQUIRED TO ACCOMMODATE NEW 100A /2P BREAKER. •% ;Goodman Networks 5895 WINDWARD PARKWAY, SUITE 250 ALPHARETTA, GA 30005 AT&at &t T MOBIUTI' 12555 CINGULAR WAY APHARETTA, GA 30004 Av. w i n n n r p o 300 CROWN LONGWOOD, FAX: Vt'O� S r• a t ea OAK CENTRE DRIVE FL 32750 TEL: 407.260.0231 407.260,0749 DRAWN BY: U } CHECKED BY: EP 1 10/02/12 REVISED SITE ADDRESS 0 08/30/12 ISSUED FOR CONSTRUCTION A 07/31/12 ISSUED FOR REVIEW REV DATE DESCRIPTION b F r.. n,, -4.4t. S / .3 A-3 , q{ :F. ENONUEL POLHIN GA. P.E. #26213 q. 1 2012 R IS A MOIAign OF LAW FOR ANY PERSON UNLESS THEY ARE ACING UNDER THE ORECTION OF A LICENSED FFOFESSIOWL EIMRNCER TO ALTER ENS DOCUREOR. LNLESS ExPOCIiIY AGREED TO OR AN MORNS RA WITRPTG. AR MANS. WC, DSCWNS AU 11081317 ASSOCATED NTH THE REUSE. ALTERA1ON CR NOOSMATICN OF THE CONTENTS HEREQL SRI: 410 -013 SITE NAME: TYBEE ISLAND ADDRESS: 111 BUTLER AVE, TYBEE ISLAND, GA 31328 SITE TYPE WATER TANK SHEET TITLE: =ER DIAGRAMS SHEET NUMBER: C7 BRASS TWO HOLE CONNECTOR STAINLESS HARDWARE A", S•tY CABLE TO ANTENNA THERPROOFING KR COAX CABS / ' . / 2 HOLE LUG 16 GROUND 1/4' -20 HEX BOLT 1/4' FIAT MASHER , `t. Goodman Networks g N.rw.,x «•ewr..a•.. oan...a. 5895 WINDWARD PARKWAY, ALPHARETTA GA 30005 EQUIPMENT CABINET `/ GROUNDING CLAMP KR I6 AWG STRANDED C IRANNE UND tail CABLE TO RDS ' IIlIw owl a a , 4 `' JJJJJJJJ / / /JJJ // \\ \� \ \i /� \// ��/,j \�\ \� /�,i BARE ANNED \/� � \` \�� \� /� :: 1/410EXT. TTOO `� u at&t ~� 12555 AT&T MOBTUTY WAY /LLPHARETTA GA 30004 2 AWG COPPER WIRE (UNIT d �•� /\/ BOND) — — Bi1MARY GROUND R FIBER OPTIC ! I ` " COLD SHRINK BAR /I�iAL ENCLOSURE \ 1/4• -2o HEX NUT 9 9 - 9 0 7 GROUND RING PARALLEL GROUND WEIR 10 GROUND RING / — _----- E . GROUND CONNECTION 2 C CANE GROUND SCAM NTS INSTALUTION NOTES: SCALE: NTS T 1. SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF TWO EXPOSED THREADS. 2. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF LUG CONTACT. 3. APPLY ANTI - OXIDANT COMPOUND TO MATING SURFACE OF LUG AND WIPE CLEAN EXCESS COMPOUND. 4 . USE SOLID COPPER WIRE AND MECHANICAL 2 -HOLE L U G FOR ALL EXTERIOR GROUNDING. AW"---""P'sifiutions • . or a t e d 300 CROWN OAK CENTRE DR* LOHGWO0D. ft 32750 TEL 407.260.0231 FAX 407.260.0749 1. NOT INSTALL CABLE GROUND KIT AT A AND. 2 ALWAYS DIRECT XI AND WIRE (TOWN G GROUND BAR. 3. GROUNDING KR AND WEATHERPROOFING KIT SHALL BE TYPE /. PART 1 AS SUPPUED OR RECOMMENDED BY CABLE MANUFACTURER 1 GROUND RING �1 DETAIN. 3 NIEAI�ERPROOFING- WEATNIERTIGHT SEAL S C A L E . NTS ANTENNA PIPE _ UNMET PPE /CONDUIT CLAMP 4'4 STD PIPE P2558-20 (GALV.) OW.). FOLLOW MANUFACTURER'S RECOMMENDATIONS i , FOR BOLT TORQUE. 1 Ltd :1001:0:11:1,64:214triLt:Trilitn:LC0111121::11211:@fikrk, iA @�rD c- t ., EUIfl2gflm nad eteRe MOUNT RAYCAP DC2 Jr e r DRAWN BY: I CHECKED BY. EP REQUIRED RRU ANTENNA 2 -6' 12 AWG COPPER GROUND GREEN INSULATED (TYP.) a-cs + �ISIRUT Pi000 \ I ' • • • ���� 1 10/02/12 REVISED SITE ADDRESS SECTOR GROUND - oe .4.4 I JUMPER 0 08/30/12 ISSUED FOR CONSTRUCTION BAR T ll - 07/31/12 ISSUED FOR REVIEW j '— �� AC SUB-P ,� PIPE CAP / REV DATE DESCRIPTION r ° ;? '. ..._Ii,.: :2;:::4::::,,,, y € ti ::. � '4. �± k' " s° - EL POULIN GA PE. 26213 ov000000.a RAYCAP UNIT COLLECTOR ooc00000eo.l GROUND BAR TO GROUND _ RING 4'f STD PIPE 2' CROWN NOTE 1 NOTE 2 `,) L M USED UMIS/LTE GROUNDING SCHEMATIC 5 SCALE: NTS SCALE: FINISHED ASPHALT OR GRADE. RESTORE SURFACE TO NATCH CONCRETE PAVING. MATCH SLOPE ORIGINAL CONDITION AND THICKNESS OF NEW SURFACE RIGID STEEL CONDUIT PLUG FOR SPARE RIGID STEEL CONDUIT COUPLING fBgD STEEL CONDOR - � ALL WtR1�tG, __. SERVICE INCLt3D i r /� M U �7T C V P P ER ALUhhNCL ALLOWED i Sub- sectrOfl 8 2 A J e Ct! 0 n , Tybee Land Development FINISHED vI �'� �� /Z4 � / i \t 4 ' • '� ..: ;': `,� A , a , . y .::. E \ r �• / \ /' / \ / •` 'J :. • °7. :✓ = ." •�f Y .. Ih ".. ` ' ` �`/ %�'�� \� y� \ _ �� :/+♦� :/ :/� :I ► ��� ./. �. �r•.ir .e1.i IT E A NaA710N OF U• FOR ANY PERU UNLESS iMEY ER 0 AUE UAER THE OxQCtipR Of F IICEIbED RUMMY. ENdNFfR 70 ALTER TNS UIENT. ORES DYPLRSILY AGREED TO BY A! WOG N MTV. Aa SWOONS. WC. DSCWYS ALL W9RDY ASSOCWED wan THE MBE, AVEw,nON DR MOORtABON of THE CDNEERIS HEBER , + \ \ UNDISTURBED /`U / \�//� \//��! . \ \ �j" \ \\ \ \ \\ ti,/ COMPACTED HAMILL /\/ \ y / /� / / SUITABLE ON SITE MATERIAL ,,�j < \/ , \ \ \ \� c ) 6' WARNING TAPE 410-013 SITE NAME TYBEE ISLAND ADDRESS: 111 BUTLER AVE, TYBEE ISLAND. GA 31328 SINE TYRE WATER TANK P \ fi ABOVE GRADE / \ / \ / \ / \� \ /\� /� \ \ / / \\ \� \ \ \ / \\ ,�/ \� \ / \ % \�' \ / \ %\ / / \ \ \ \ \. TIC C�cu� , TELCO CONDUIT WHERE . }WHERE yv� N w; Q . 1' -� MINA, �� j ELECTR�AL(CONDURS /� . �� APPLICABLE (REFER TO NOTE 4) fi' LAN. (TYP.) • /' \i� COMPACTED SAND CONDUIT SCHEDULE SHEET TITLE: GROUNDING SCHEMATIC & DETAILS 8 MUD' H- FRAME UNO C ooIouT(s) ELECTRC/TE EP/IONE SCALE NTS RIGID STEEL COND AT ELBOWS RIGID STEEL TO PVC ADAPTER I s n SCALE: 1. PROVIDE SCHEDULE 40 PVC CONDUIT BELOW GRADE EXCEPT AS NOTED BELOW. 2. PROVIDE RGS OR SCHEDULE 80 PVC CONDUIT AND ELBOWS AT STUB UP LOCATIONS (Le. SERVICE POLE, BIS EQUIPMENT, ETC.). 3. INSTALL UTILITY VISION XES PER NEC. 4. SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY CO. REQUIREMENTS. 5. CONDUIT/TUBING CONTAINING FIBER OPTIC CABLIQ TO BE FILLED WITH GEL TO PREVENT WATER PENETRATION, COMMONLY REFERRED TO AS 'ICKY PICK.' 1. BOND EACH POST WITH /2 AWG SOLID BARE TINNED COPPER WIRE USING EXOTHERMIC WELD AT 6' ABOVE GRADE OR FOUNDATION, WHICHEVER IS HIGHER. APPLY COLD -GALV AFTERWARD. EXOTHERMICALLY WELD OT ER END OF LEAD TO GROUND RING. 2. ALL EXPOSED 12 AN SOLID BARE TINNED COPPER WIRE LEADS TO BE PLACED IN LIQUID TIGHT FLEXIBLE NON-METALLIC CONDUIT (LFNC) WITH ENDS SEALED CONE. SHEET NUMBER: C8 I ' ' (IMERGROUND amour STIB-UP NOT USED SCALE: NTS SCALE NTS kg - 1 il 1;1 i 11:9 :i! 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Fazs /02 6i ixx iks let .14.1x angitgopielipxi :1st: 4rivo : NI! !ig sow! kill g 1001 glhE IriP:peii;$ 4541 :Pp a Wit ! 4111 RiNgA d!,11.1: OM 91 11 1011 14 WO 111 le141$:11$1 linag ighly lih,m4:!! 114444! 101:40tiliblghin RH 40.91i 111/1401,1 r 8 hdh .1.6011,1..1,81wleAhl.stak 4444 44 9 7: H 4 v3 r: 9 444 4 at &t 410.013 TYBEE ISLAND ADDRESS: 506 JONES AVENUE, TYBEE ISLAND, GA 31328 SITE TYPE: TOWER DATA PROJECT DESCRIPTION: INSTALLATION OF NEW EQUIPMENT ON EXISTING EQUIPMENT PAD. INSTALLATION OF NEW ANTENNAS AND EQUIPMENT ON EXISTING TOWER. LTE UPGRADE WATER TANK Sep o' a�aP\\ (ice span PPcx° lo° S,te o Sean lx- elt dz e w�'P G ti GO o RmcQ4i PROPERTY INFORMATION SITE COORDINATES: 32.011217' COUNTY: - 80.842024' CHATHAM APPLICANT / LESSEE: AT &T MOBILITY ADDRESS: 12555 CINGULAR WAY ALPHARETTA, GA 30004 VEHICULAR USE: ADA ACCESSIBILITY COMPLIANCE: PROJECT TEAM PROJECT MANAGEMENT: ADDRESS: ENGINEERING FIRM: ADDRESS: CONTACT: PHONE: GOODMAN NETWORKS 5895 WINWARD PKWY, SUITE 250 ALPHARETTA, GA 30005 AW SOLUTIONS, INC. 300 CROWN OAK CENTRE DR. LO 000D, FL 3275 TO RO 7.260.0231 NICATIONS ROXIMATELY AND NOT ON 'DESIGN C 1. WIND L. Pr::'Tf ` I A B. 06 D: 130 MPH, 3 SEC. GUST. ANCE FACTOR: 1.0 UNMANNED NICATIONS FACILITY BUILDING CATEGORY II. :EXPOSURE: C. ND PRESSURE COMPONENT & CLADDING: 64 PSF (TOTAL LATERAL). DEAD LOAD: , A. EQUIPMENT WEIGHT PER MANUFACTURER DATA. 3. SEISMIC LOAD DOES NOT GOVERN THIS DESIGN. Hardeev4Ne CXeanfrort Gonne Ren..a:a vannal'i" DRAWING INDEX SHEET T1 C1 C2 C3 C4 C5 C6 C7 C8 SP1 SP2 SHEET DESCRIPTION REV DATE TITLE SHEET 0 08/30/12 08/30/12 SITE PLAN 0 EQUIPMENT PLAN 0 08/30/12 TOWER ELEVATION AND ANTENNA ORIENTATIONS 0 08/30/12 LTE CSRF JUMPER CONFIGURATION 0 08/30/12 DETAILS 0 08/30/12 DETAILS 0 08/30/12 RISER DIAGRAMS 0 08/30/12 GROUNDING SCHEMATIC 0 08/30/12 SPECIFICATIONS 0 08/30/12 SPECIFICATIONS 0 08/30/12 THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO RENEW BY THE LOCAL BUILDING DEPARTMENT AND ANY CHANGES OR MODIFICATIONS THEY MAY IMPOSE. APPROVALS DATE: �WSolutions I n c ee r p. o r a t a n 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL 407.260.0231 FAX 407.260.0749 Goodman Networks 5895 WINDWARD PARKWAY, SUITE 250 ALPHARETTA, GA 30005 at &t AT &T MOBILITY 12555 CINGULAR WAY ALPHARETTA, GA 30004 LANDLORD- AT&T: u kyTYGee Wand Bed and Brea kfes1 inn Tne M:roon t CGftdge lat DRAWN BY: LJ CHECKED BY: EP 08/30/12 ISSUED FOR CONSTRUCTION A 07/31/12 ISSUED FOR RENEW REV DATE DESCRIPTION 3rr/ st 4F4 sr TD4 * Rand Ciry k0 Tybee Iv and YMC% I'1 DRMNG DIRECTIONS GENERAL VICINITY MAP SPECIFIC LOCATION MAP FROM ATLANTA TAKE 1 -75 SOUTH, TAKE EXIT 165 ON THE LEFT TO MERGE ONTO 1 -16 EAST TOWARDS JIM L. GIWS HIGHWAY /SAVANNAH, TAKE EXIT 165 TO MERGE ONTO GA -204 W. /W. 37TH STREET TOWARDS 37TH ST /ABERCORN STREET, TURN RIGHT ONTO MARTIN LUTHER KING JR BLVD, TURN LEFT ONTO US -80 E. /W. VICTORY DRIVE, CONTINUE TO FOLOOW US -80 EAST, SLIGHT RIGHT ONTO JOHNNY MERCER BLVD, TURN RIGHT ONTO WILMINGTON VILLAGE WAY, CONTINUE ONTO WILMINGTON ISLAND ROAD, DESTINATION WILL BE ON THE RIGHT. UNDERGROUND SERVICE ALERT CALL "GEORGIA ONE CALL" 1- 800 - 282 -7411 48 HRS BEFORE ANY CONSTRUCTION BEGINS EMMANUEL POUUN GA. P.E. #26213 IT IS VIOLATION OF TAW FOR ANY PERSON 010 00 THEY ARE ACING UNDER HE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. UNLESS EXPLICITLY AGREED 10 Br AW SOLUTIONS N RRG AW SOLUTRNS. NC. ()SCUM ALL LVHUIY ASSOCIATED ROTH DT REUSE, 0TERATION OR MAO0MATION OF THE CONTENTS HERON. SITE #: SITE NAME: 410 -013 TYBEE ISLAND ADDRESS: 506 JONES AVENUE, TYBEE ISLAND, GA 31328 SITE TYPE: WATER TANK SHEET TITLE: TITLE SHEET ItW'SIJIOtIONS SHEET NUMBER: I n r { A e r a t e d 300 CROWN OAK CENTRE DRIVE LONGW00D, FL 32750 TEL: 407.260.0231 FAX: 407.260.0749 T1 EXISTING GHAINUNK FENCE w/ BARBED WIRE 5895 WINDWARD PARKWAY, SUITE 250 ALPHARETTA, GA 30005 15'4" 42'-8" 11. ■■■■••■, \NZ. '1/414%5N.N.."4 AT&T MOBILITY 12555 CIRCULAR WAY ALPHARETTA, GA 30004 EXISTING SHELTER EXISTING AT&T EQUIPMENT PAD, REFER TO SHEET C2 k. Ni kh k-..... ION. NNIZINIANI N...NNVOZall1/4.. EXISTING EQUIPMENT PAD DUSTING EQUIPMENT PAD EXISTING EMPTY CONCRETE PAD 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL: 407.260.0231 FAX: 407.260,0749 EXISTING H-FRAME EXISTING CONCRETE PAD DRAWN BY: 1,1 CHECKED BY: EP EXISTING WAVEGUIDE BRIDGE EXISTING DOUBLE GATE EXISTING WATER TANK 07 31 12 ISSUED FOR CONSTRUCTION ISSUED FOR REVIEW DESCRIPTION EXISTING CONCRETE WALK TON OF LAW FOR ANY PERSON UNLESS THEY ARE ACTING UNDE COON OF A LICENSED PROFESSIONAL SOONEST TO PATER THIS . UNLESS EXPUCITLY AGREED TO BY AN SOLUTIONS IN WRITING. UTIONS. RC. EASCIAILIS ALL L14131.111- ASSOCIATED WOW THE REUSE, ALTERATION OR MODIFICATION OF 1HE CONTENTS HEREIN. HtX 410-013 SITE NAME TYBEE ISLAND ADDRESS: 506 JONES AVENUE, TYBEE ISLAND, GA 31328 DOMING DOUBLE GATE SITE TYPE: WATER TANK SHEET TITLE: S)TI PLAN SHEET NUMBER: SITE RAW SCALE: 3/32° = 1'-0° (11 x 17) n EQUIPI ENT Pifit1 SCALE: 1/4" = 1' -O° (11° x 17 °) EXISTING CHAINUNK FENCE NEW 100A, 120/240V, 10, 32P, MAIN LUG ONLY SUB -PANEL EXISTING H -FRAME 8 C8 x 15' -0" 5. -3° 8'-11° x x x x x x x "T----Tr T" T TT T T T T TT t TT T "T T T T T TF= NEW -48V DC POWER & BATTERY CABINET a a 4 4 SCPA EXISTING GSM CABINET EXISTING GENERATOR x x > EXISTING AT &T` ' 'EQUIPMENT ,PAO.. �< • e: ',EXISTING CABLE aTRAY ° 4 . 4 . 0 TELCO ENCLOSURE GENERATOR TRANSFER SWITCH TELCO ENCLOSURE DISCONNECT CIENNA EXISTING WAVEGUIDE BRIDGE (TYP.) EXISTING GSM CABINET NEW LTE CABINET 4 ae EXISTING PPC CABINET rn NEW MINI PUR NEW H -FRA RBS 6601 ELL CABINET ON TIE FOR (1) NEW SE DIGITAL UNIT EXISTING UMTS CABINET I 5 I All -WIRING, " SERVICE INCLUDED MUST BE COPPER tsip ALUMIUNM ALLOWED Section 9, sub- section 8-2-A Tybee Land Development Co .YNOTE LEGEND: 1. INSTALL A if2 AWG SCUD BARE TINNED COPPER GROUND CONDUCTOR BETWEEN NEW EQUIPMENT CABINET AND EXISTING EQUIPMENT GROUND RING. 2. INSTALL A #2 AWG SOUD BARE TINNED COPPER GROUND CONDUCTOR FROM H -FRAME POST TO EXISTING EQUIPMENT GROUND RING. 3. TELCO CONDUIT FROM EXISTING TELCO ENCLOSURE TO RBS 6601 IN NEW MINI PURCELL 4. POWER CONDUIT FROM EXISTING 200A AC PANEL TO NEW 100A SUB - PANEL REFER RISER DIAGRAM ON SHEET C7. 5. POWER CONDUIT FOR NEW 100A SUB -PANEL TO NEW -48V DC POWER PLANT 6. CONDUIT FOR DC CONDUCTORS AND ALARM CABLE FROM -4.8V DC POWER PLANT TO RBS 6601 IN NEW MINI PURCELL 7. (2) NEW DC POWER TRUNKS FROM -48V DC POWER PLANT TO RAYCAP SURGE SUPPRESSOR ON TOWER. FOLLOW EXISTING UNDERGROUND COAX ROUTING FROM EQUIPMENT TO TOWER. 8. (1) NEW FIBER TRUNK FOR 12X PAIR OIL FIBER CABLES FROM RBS 6601 TO RAYCAP SURGE SUPPRESSOR ON TOWER. FOLLOW EXISTING UNDERGROUND COAX ROUTING FROM EQUIPMENT TO TOWER. 9. ALL NEW CONDUITS TO BE ROUTED UNDERGROUND. 6 Q m�St �� s 1ects'�c tt \oa\ 1rs Na\o�a� ale c Eme� with a�don and St �nmP ��E ndR1ent$ Code o4a. Anle GROUNDING NOTES: A. ALL GROUNDING CONDUCTORS IN CONCRETE OR THROUGH WALL SHALL BE IN 3/4° PVC CONDUIT. NO METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTOR SLEEVES. ALL EXPOSED 112 AWG SOUD BARE TINNED COPPER WIRE LEADS TO BE PLACED IN UQUID TIGHT FLEXIBLE NON - METALLIC CONDUIT (LFNC) WITH ENDS SEALED WITH SIUCONE B. GROUND ALL EXPOSED METALLIC OBJECTS ON PROPOSED AT &T UTILITY RACK USING A TWO -HOLE NEMA DRILLED CONNECTOR SUCH AS THOMAS AND BETTS 32207 OR APPROVED EQUAL C. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING GROUND RING SHALL BE #2 AWG SOLID BARE TINNED COPPER UNIFSS NOTED OTHERWISE. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE AND AVOID SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8" AND THE INCLUSIVE ANGLE OF ANY BEND SHALL NOT EXCEED 90'. GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. D. ALL BELOW GROUND EXTERNAL CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO BURIED GROUND RING SHALL BE THE PARALLEL -TYPE EXCEPT FOR THE GROUND RODS WHICH ARE TEE -TYPE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. USE GALVANIZED SPRAY SUCH AS HOLUB LECTROSOL #15 -501. E. WHERE MECHANICAL CONNECTORS (TWO -HOLE OR CLAMP) ARE USED, APPLY A UBERAL PROTECTIVE COATING OF A CONDUCTIVE ANTI -OXIDE COMPOUND ON ALL CONNECTORS. PROVIDE LOCK WASHERS ON ALL MECHANICAL CONNECTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTORS. REPAINT TO MATCH EXISTING AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE TYPES OF METALS BEING ATTACHED TO. F. THE SUBCONTRACTOR SHALL COORDINATE AS REQUIRED TO HAVE A UTUTY COMPANY REPRESENTATIVE AT THE SITE TO DISCONNECT THE UTILITY NEUTRAL FROM GROUNDING SYSTEM DURING FINAL INSPECTION SO THAT REQUIRED TESTING ON THE GROUND SYSTEM CAN BE PERFORMED. THE SUBCONTRACTOR SHALL PROVIDE NOTICE TO THE CONTRACTOR (TWO) DAYS PRIOR TO FINAL TESTING. IF THE SUBCONTRACTOR FAILS TO MAKE UTIUTY COMPANY REPRESENTATIVE AVAILABLE DURING THE FINAL TESTING, THE SUBCONTRACTOR SHALL PAY THE COST FOR AN INDEPENDENT GROUNDING CONSULTANT TO PERFORM THE GROUND RESISTANCE TEST. GROUNDING CONSULTANT SHALL BE SELECTED BY THE CONTRACTOR. IF THE UTILITY COMPANY REPRESENTATIVE FAILS TO APPEAR DUE TO NO FAULT OF THE SUBCONTRACTOR, NO PENALTY SHALL. APPLY. G. A RESISTANCE TO GROUND OF (5) OHMS OR LESS IS REQUIRED FOR ALL AT &T SITES. THE SUBCONTRACTOR SHOULD RETAIN HIS OWN TESTER AT HIS OWN EXPENSE. IN ADDTDON, A THIRD PARTY SHOULD BE HIRED TO OBTAIN MEGGAR AND SWEEP RESULTS ON ALL SITES INCLUSIVE OF WHAT RESULTS THE SUBCONTRACTOR SUBMITS TO ENSURE PROPER QUALITY CONTROL ON ALL SITES. SCHEDULE FINAL MEGGAR TESTING PROCEDURES. IF THE FINAL GROUNDING RESISTANCE MEASUREMENT EXCEEDS 5 (FIVE) OHMS, THE SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR. H. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL I. THE GROUND WIRES SHALL BE STRAIGHT FOR MINIMUM INDUCTANCE AND VOLTAGE DROP SINCE CABLE BENDS INCREASE INDUCTANCE. THE MINIMUM REQUIRED BENDING RADIUS IS 8 INCHES WHEN BENDS ARE UNAVOIDABLE. ALL METAL WORK WITHIN 10 FLU OF THE GROUND RING SHALL BE DIRECTLY BONDED TO THIS GROUND SYSTEM WITHOUT USING SERIES OR DAISY CHAIN CONNECTION ARRANGEMENTS. J. PAINT, ENAMEL, LACQUER AND OTHER ELECTRICALLY NON - CONDUCTIVE COATINGS SHALL BE REMOVED FROM THREADS AND SURFACE AREAS WHERE CONNECTIONS ARE MADE TO ENSURE GOOD ELECTRICAL CONTINUITY. K. CONNECTIONS BETWEEN DISSIMILAR METALS SHALL NOT BE MADE UNLESS THE CONDUCTORS ARE SEPARATED BY A SUITABLE MATERIAL THAT IS A PART OF THE ATTACHMENT DEVICE. ONLY ATTACHMENT DEVICES USTED 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 UNE, WHICHEVER IS GREATER). M. NO -OX TO BE ADDED UNDER ALL GROUND LUG CONNECTIONS. Goodman Networks /;S N, Nn xl• 5895 WINDWARD PARKWAY, SUITE 250 ALPHARETTA, GA 30005 a &t t� AT &T MOBILITY 12555 CINGULAR WAY ALPHARETTA, GA 30004 I'tW Solotlon 0 n n o r p® P a t® d 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL' 407.260.0231 FAX: 407.260.0749 DRAWN BY: LJ I CHECKED BY: EP 0 08/30/12 ISSUED FOR CONSTRUCTION A 07/31/12 ISSUED FOR RENEW REV DATE DESCRPTIO EMMANUEL POUUN GA. P.E. #26213 IT IS A NO IA UNDER THE OIIECTION OHS DOCU/e SHE AIR REUSE, ION OF LAW FOR ANY PERSON UNLESS THEY ARE ACTING OF A LICENSED PROFESSIONAL ENGINEER 10 ALTER AT UNLESS ERPUCITLY AGREED 10 BY AW SOLUTIONS IN j0LUT10NS. INC. USCIAILIS ALL LWORJTY ASSOCIATED WITH ALTERATION OR MODIFICATION OF THE CONTENTS H.EREN. STIES: 410 -013 SITE NAME: TYBEE ISLAND ADDRESS: 506 JONES AVENUE, TYBEE ISLAND, GA 31328 SITE TYPE WATER TANK SHEET TITLE EQUIPMENT PLAN SHEET NUMBER: EXISTING ANTENNA MOUNT Clc n NEW LTE ANTENNA ATTACHED TO EXISTING HANDRAIL EXISTING & NEW ANTENNAS ® 148' -0" RAD CENTER NEW RAYCAP DC SURGE O TOWER ELEVATION SCALE: NTS SUPRESSOR. LOCATED WITHIN 15' -0" OF ALL RRU'S. H6 (2) DC POWER TRUNKS + (1) FIBER TRUNK W/ 12X OIL FIBER CABLES FOR LTE. ROUTE PER LATEST STRUCTURAL ANALYSIS. STRUCTURAL ANALYSIS PERFORMED BY OTHERS ,%a„c1:i` .1`C r; i 5=u' ilsw ,ay -,,k 1. THE CONTRACTOR SHALL COORDINATE AND COMPLY WITH THE PROVISIONS OF THE STRUCTURAL ANALYSIS PRIOR TO THE INSTALLATION OF ANTENNAS AND COAX ON THIS TOWER. 2. REFER TO STRUCTURAL ANALYSIS OR STRUCTURAL LETTER FOR APPROVAL OF ADDITION OF NEW TOWER APPURTENANCES. 3. IF STRUCTURAL ANALYSIS SHOWS NEED FOR TOWER REINFORCEMENT, REFER TO ADDITIONAL DRAWING SET DEDICATED SPECIFICALLY TO TOWER REINFORCEMENT FOR THIS SITE. 4. REFER TO STRUCTURAL ANALYSIS FOR REQUIRED PROVISIONS FOR COAXIAL CABLE SUPPORT AND CONFIGURATION. 5. ALL OTHER CARRIERS' APPURTENANCES MAY NOT BE SHOWN IN ELEVATION. REFER TO STRUCTURAL ANALYSIS. 6. TOWER ELEVATION SCHEMATIC ONLY, REFER TO STRUCTURAL ANALYSIS FOR ACTUAL MEMBER CONFIGURATION. INSTALL NEW RAYCAP SURGE ARRESTOR (DC6- 48- 60- 18 -8F) LOCATED WITHIN 15' -0" OF ALL RRU UNITS. 2 C6 n PROPOSED ORIENTATION PLAN Ell C6 i i' b EXISTING UMTS ANTENNA (5) AZ. 270' l NEW 80010764 LTE ANTENNA (3) T(., AZ. 270' U' EXISTING GSM ANTENNA (5) AZ. 270' NEW LTE RRH (TYP. 2 PER SECTOR) EXISTING ANTENNA MOUNT EXISTING WATER TANK EXISTING WATER TANK FOOTING, TYP. iii t� izesist i3Gvlf -1 V-Lt1•O LCAPit.SG. 2- 4'clAc rtNW .r r C cf $ -c A-% L._ B .e 3 s 11 .51- c444 -- ccM r4 'vIi -tA- t ItAt(V- ,& - SCALE: NTS 1. CONTRACTOR SHALL VERIFY ALL INFORMATION SHOWN WITH RF ENGINEER OR CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. 2. REFER TO LATEST TOWER STRUCTURAL ANALYSIS PRIOR TO INSTALLATION OF NEW AT &T ANTENNAS AND EQUIPMENT. Goodman Networks N•lwerk Knewle p .. Dkli.•r•C. 5895 WINDWARD PARKWAY, SUITE 250 ALPHARETTA, GA 30005 at &t AT &T MOBILITY 12555 CINGULAR WAY ALPHARETTA, GA 30004 A\vlSolutloDs ® n o or p a r a '[ a d 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL: 407.260.0231 FAX: 407.260.0749 DRAWN BY: LJ CHECKED BY: EXISTING ORIENTATION PLAN EXISTING UMTS ANTENNA (5) rD AZ. 270' l EXISTING GSM ANTENNA (1) AZ. 270' EXISTING ANTENNA EXISTING ANTENNA MOUNT EXISTING WATER TANK EXISTING WATER TANK FOOTING, TYP. SCALE: NTS 0 08/30/12 ISSUED FOR CONSTRUCTION A 07/31/12 ISSUED FOR REVIEW REV DATE DESCRIPTION MANUEL '(SGLIN A. P.E. #26213 S A VIOLATION THE DIRECTIO DRS '•CUMENT. U W0500, W SOU THE RE LAW FOR ANY PERSON UMESS THEY ARE ACTING OF A LICENSED PROFESSIONAL ENGINEER 10 ALTER SS EXPUOTLY AGREE0 TO BY AW SOLUTIONS IN NS. INC. DISCO/AS OIL LIABILITY ASSOCIATED WTH DON OR NOOIFICAl10N Of THE CONTENTS HEREIN. STIES: SITE NAME TYBEE ISLAND ADDRESS: 506 JONES AVENUE, TYBEE ISLAND, GA 31328 410 -013 SITE TYPE: WATER TANK SHEET TITLE: TOWER ELEVATION AND ANTENNA ORIENTATIONS SHEET NUMBER: C3 n ANTENNA #1 (ALPHA) 700/850 AWS /1900 + � , + `1i RET AISG 2.0 RRH #1 CONTRACTOR TO VERIFY MOST RECENT RF DATA SHEET PRIOR TO CONSTRUCTION. ANTENNA #2 (BETA) 700/850 In + AWS /1900 In 40 RET �R u u AISG 2.0 ANTENNA #3 puma) 700/850 AWS /1900 + I RET AISG 2.0 TX1 /RX1 TX2 /RX2 AWS RRH u u 11 RRH #2 ANTENNA PLATFORM HATCH TX1 /RX1 TX2 /RX2 AWS RRH u u RRH #3 TX1 /RX1 TX2 /RX AWS RRH DC /FIBER DEMONSTRATION BOX LJ LJ OPTIC FIBER DC CABLE I E'11 MAIN (BASEBAND) UNIT LTE CROSS SECTOR REDUNDANCY FEATURE (CSRF) JUMPER CONFIGURATION POWER PLANT NOTES 1, THE CROSS SECTOR REDUNDANCY FEATURE (CSRF) SHALL BE IMPLEMENTED ONLY ON TOWER SITES, WHERE THE REMOTE RADIOS (RRH /RRU) ARE MOUNTED ON THE TOP OF THE TOWER. CSRF SHALL NOT BE DEPLOYED ON ROOFTOP SITES, DAS SYSTEMS, OR WHERE THE RRH /RRU IS MOUNTED ON THE 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. CONSULT WITH AT &T MARKET PERSONNEL TO DETERMINE UPON WHICH LTE WAVE THE CSRF WILL BE DEPLOYED. 4. THE MAXIMUM JUMPER LENGTH SHOULD NOT EXCEED 35 FEET FOR 700 MHZ AND AWS FREQUENCIES. (CONSULT WITH LOCAL MARKET RF FOR ADDRIONAL GUIDANCE.) 5. IN THE EVENT TOWER TOP SITES CANNOT MEET THESE IMPLEMENTATION RESTRICTIONS, THE RRHs /RRUs SHALL BE CONNECTED TO THE ANTENNA IN THE TRADITIONAL CONFIGURATION. (EG. LOW RF HEIGHT ON 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. 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'). 7. FOR SITES WHERE CSRF WILL BE IMPLEMENTED WITH EXISTING LTE EQUIPMENT, EXISTING RF JUMPER MAY BE REUSED. INSTALLER SHALL MEASURE JUMPERS AND ENSURE LENGTHS COMPLY WITH NOTE 6. 8. ALL RF CABLE JUMPERS SHALL USE PRE -MADE JUMPERS WITH PRE - INSTALLED CONNECTORS ON BOTH ENDS. 9. ALL RF JUMPERS SHALL BE LDE OR LCF12 JUMPERS FROM APPROVED RF JUMPER CABLE MANUFACTURERS (ANDREW AND RFs). 10. RF JUMPER CONNECTORS SHALL BE INSTALLED WITH PROPER TORQUE AND WEATHERPROOFING. 11. JUMPERS SHALL HAVE RF SWEEP PREFORMED. 12. ALL FIBER CABLES SHALL BE OF THE SAME LENGTH FROM THE FIBER /DC SURGE PROTECTION BOX TO THE RRH /RRU. ANY EXCESS FIBER SHOULD BE SPOOLED IN THE FIBER /DC SURGE PROTECTION BOX. 13. JUMPERS SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3 FEET. 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. \\`�i\org E\G ��\ .�vv�11 ,a ,0 , cS\\0 ltle \\ ALL WIRINGCL, SERVICE INCLUDED -UST 8E COPPER NBC ALUMIUNM ALLOWED Section 9, sub- suction B -2 -A Tybee Land Development Gods Goodman Networks 5895 WINDWARD PARKWAY, SUITE 250 ALPHAREITA, GA 30005 at &t AT &T MOBIUTY 12555 CINGULAR WAY ALPHARETTA, GA 30004 �WSolutions i n c o r i o r Es t o ll 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL: 407.260.0231 FAX: 407.260.0749 DRAWN BY: LJ I CHECKED BY: EP 0 08/30/12 ISSUED FOR CONSTRUCTION A 07/31/12 ISSUED FOR RENEW REV DATE DESCRIPTION SCALE: NTS MMANEt A. P.E. 126213 IT A MOLATION 0' LAW FOR ANY PERSON UNLESS THEY ARE ACTING LIND THE DIRECPO.s OF A LICENSED PROFESSIONAL ENGINEER TO ALTER OHS OCULIENT. SS EXPLICITLY AGREED 10 BY AIR SOLUTIONS N WIDENS, W SOLUT , INC. OISCLAAA ALL LUBMY ASSOCIATED WITH THE RE ALTE' ON OR MODIFICATION OF THE CONTENTS HEREIN. SITE #: SITE NAME 410 -013 TYBEE ISLAND ADDRESS: 506 JONES AVENUE, TYBEE ISLAND, GA 31328 SITE TYPE: WATER TANK SHEET TITLE: LTE CSRF JUMPER CONFIGURATION SHEET NUMBER: MINI PURCELL (FLX16WS) 4°0 STD. SCHEDULE 40 PIPE (TYP.) BASE PLATE HANGER BRACKETS FOR FIBER (MOUNT ON SIDE OF H -FRAME CLOSEST TO WAVEGUIDE BRIDGE) \/\\\\,>/., „//>„‘ \\4'\,,k\ \\/\\;//2.\\\Y/ `./ <//` .\\'/ 415 STD. (TYP.) FIBER SUPPORT DETAIL (AS REQUIRED) WATER TIGHT ENDCAP P1000 UNISTRUT SPACED AS REQUIRED. SECURE TO SUPPORT PIPE WITH STD. UNISTRUT STRUCTURAL PIPE CONNECTORS OR U -BOLTS SIZED PER NEED FINISHED GRADE s \ff \ff \f \� f \ // \ f / ff \�/ >/.//>/// \ \ /f, \ \/� \' fj /,��\,/ /\ /j/ \ \/f j\\\< ,,/ /, / / \\ 1' -9° 18' X 18" FIBER JUNCTION BOX MINI PURCELL (FLXI6WS) FRONT CONCRETE PAD PL12x12x1/2 4'4 STD PIPE 1 1/2' 3/8' PLATE 3/16 0 BASE PLATE BASE PLATE DETAIL 2' -3" 1/2' HAS ROD WITH HILTI HIT HY150 MAX EXPDXY ADHESIVE . /./: \ /\ \ / /„ \\ \\ / \' \/;/ SIDE 04- Gel \V\ de Pfi nth Goodman Networks 5895 WINDWARD PARKWAY, SUITE 250 ALPHARETTA, GA 30005 at &t AT &T MOBIUTY 12555 CINGULAR WAY ALPHARETTA, GA 30004 Iwr Solutions i n c ED r e r a a t® d 300 CROWN OAK CENTRE DRIVE LONGW00D, FL 32750 TEL 407.260.0231 FAX: 407.260.0749 DRAWN BY LJ I CHECKED BY: EP 0 08/30/12 ISSUED FOR CONSTRUCTION A 07/31/12 ISSUED FOR REVIEW REV DATE DESCRIPTION 42 2 .:EF 1 .T 3 L EMMA�Jt UEIPAtlEIfF"� GA. P.E. #26213 R VROlAT„.. OF LAW FOR ANY PERSON TRBESS THEW ARE ACTING UNDER E DIXEC: LN OF A LICENSED PROFESSIONAL ENGEICER TO ALTER OHS ENS.' MESS EXPLICITLY AGREED TO BY AW SOLUTIONS N WRITING, AW IONS, INC. DISCLABLS ALL LIABILITY ASSOCIATED WITH THE REUSE. ALTERATION OR LIODITICASON OF THE CONTENTS HEREIN. STfE#: SITE NAME 1YBEE ISLAND ADDRESS: 506 JONES AVENUE, TYBEE ISLAND, GA 31328 410 -013 SITE TYPE: WATER TANK SHEET TITLE: DETAILS SHEET NUMBER: C5 NOTES: 1. REFERT TO JSA DOCUMENTS FOR EXACT CABLE NUMBtx AND MANUFACTURER SPECIFICATIONS FOR PROPER GROMMETS AND HANGERS TO SUPPORT THE FIBER AND DC CABLE BUNDLES. 2. REFER TO STRUCTURAL ANALYSIS FOR EXACT CABLE ROUTING AND MOUNTING. FIBER BUNDLE HANGER ADAPTER GROMMET, ROSENBERGER PART! CX608- HA07011 (OR EQUIVALENT) SNAP -IN HANGER, ROSENBERGER PART! TH495 -DC -78 (OR EQUIVALENT) SNAP -IN HANGER FIBER TO ANTENNA MOUNTING DETAN. DOUBLE CLAMP, PART# TI496-DC114 HANGER ADAPTER GROMMET, ROSENBERGER PART! CX608- HA0720 (OR EQUIVALENT) DC CABLE BUNDLE DOUBLE CLAMP SCALE: NTS EXISTING POLE OR TOWER LEG RAYCAP POLE MOUNT BRACKET RAYCAP POLE MOUNT HARDWARE PROVIDED WITH UNIT RAYCAP POLE MOUNTED REAR BRACE PROVIDED WITH UNIT 18.5" PROPOSED RAYCAP FIBER & DC DISTRIBUTION UNIT WITH INTEGRATED SURGE PROTECOR PROPOSED RRU PROPOSED PIPE ADAPTER KIT, VALMONT PART# B1534 OR EQUIVALENT PROPOSED RRU PROPOSED RRU PIPE MOUNTS PROVIDED WITH UNIT 4g'b*1 \rP��� . I , �T^ -11` LIE RRU PIPE MOUNT DETAIL I H PROPOSED ANTENNA Goodman Networks N.twor• •nowl.dp ... Doli.,rad. 5895 WINDWARD PARKWAY, SUITE 250 ALPHARETTA, GA 30005 at&t AT&T MOBILITY 12555 CINGULAR WAY ALPHARETTA, GA 30004 ANIolutlons p n a or p o r a L o d 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL 407.260.0231 FAX: 407.260.0749 DRAWN BY LJ CHECKED BY: SCALE: NTS EMMANUEL POUUN GA. P.E. #26213 N A NOLA1+ OF LAW FOR ANY PERSON UM.ESS THEY ARE ACTING U R THE DI 'z TION OF A LICENSED PROFESSIONAL MINER 10 ALTER DOCUME . UNLESS EAPUCITLY AGREED TO BY AN SOLLRIONS N UIp55. INC. MOANS ALL LIABILITY ASSOCIATED WITH TERADON OR RODEICATNN OF RE CONTENTS HERON. SITE!: 410 -013 SITE NAME: TYBEE ISLAND ADDRESS: 506 JONES AVENUE, TYBEE ISLAND, GA 31328 SITE TYPE: WATER TANK SHEET TITLE: DETA9 €LS NOTE: USE 7/8° HANGERS FOR THE FIBER RUN UP THE TOWER AS NEEDED USING ROSENBERGER CABLE INSERTS PART # CX603- HA0711 USE 1 1/4° HANGERS FOR THE PDC POWER RUN UP THE TOWER AS NEEDED USING ROSENBERGER CABLE INSERTS PART# CX608- HA1720 RET CABLE 1/2° COAX JUMPER (TYP.) (1) 12 AWG SINGLE PAIR DC POWER CABLE WITH ERICSSON PROVIDED CONNECTOR ON RRU END (1) ERICSSON SINGLE PAIR FIBER CABLE (1) 12 AWG SINGLE PAIR DC POWER CABLE WITH ERICSSON PROVIDED CONNECTOR ON RRU END ALARM CABLE (FOR ALPHA SECTOR ONLY) NOTE: SURGE PROTECTION SHOULD BE INSTAL I FD WITHIN 15' OF EQUIPMENT PER AT &T GUIDELINES RET CABLE (1) 12 AWG SINGLE PAIR DC POWER CABLE WITH ERICSSON PROVIDED CONNECTOR ON RRU END (1) ERICSSON SINGLE PAIR FIBER CABLE TO GAMMA SECTOR (1) ERICSSON SINGLE PAIR FIBER CABLE (1) ROSENBERGER WR- VG86ST -BRD (3) PAIR POWER CABLE ((6) 8AWG TINNED COPPER CONDUCTORS). I I I IE i'I (1) ROSENBERGER WR- VG86ST -BRD (3) PAIR POWER 6 I I CABLE ((6) 8AWG TINNED COPPER CONDUCTORS). ALARM CABLE TO ALARM BLOCK (1) 20A DC BREAKER PER RRU AND (1) 15A DC BREAKER PER DIGITAL UNIT POWER PLANT OUTDOOR TOWER 0-CIU=L CL-121-1 RAYCAP DC SURGE PROTECTOR PART# DC6- 48- 60 -0 -RM -48V RECITIFIERS AND DC DISTRIBUTION PANEL L _P -48V BATTERIES L J SUE W/ RRU MOUNTED AT TOP FIBER SLACK (EXCESS) BOX (1) 12 AWG SINGLE PAIR DC POWER CABLE WITH ERICSSON PROVIDED CONNECTOR ON RRU END TO BETA SECTOR (1) ERICSSON SINGLE PAIR FIBER CABLE (1) RAYCAP FIBER DISTRIBUTION AND DC SURGE SUPPRESSION UNIT PART# DC6- 48- 60 -18 -8F ON TOWER (1) ROSENBERGER FB -L98B- 002 -XXXXX (12) PAIR FIBER TRUNK MINI PURCELL CABINET FIBER TO SIAD SCALE: NTS Q 1. -48V DC BREAKER PANEL 2. RAYCAP FIBER DISTRIBUTION AND DC SURGE SUPPRESSION UNIT (DC6- 48- 60- 18 -8F) 3. #8 AWG CONDUCTORS 4. ROSENBERGER (2) 3 -PAIR DC POWER CABLE ( 18 AWG CONDUCTORS) 5. ERICSSON SINGLE PAIR DC POWER CABLE ( #12 AWG CONDUCTORS) 6. RAYCAP DC SURGE PROTECTOR PART# DC6- 48- 60 -0 -RM POWER PLANT 0- 0- 0- 0- 0- 0- 0- 0— RRU (TYP. OF 6) RAYCAP H ¥' I _J I L ALL WIRING, SERVICE INCLUDE° MUST BE COPPER NO ALUMIUNM ALLOWED Section 9, sub- section B -2•A n DC DIAGRAM Tybee Land Development Cods SCALE: TITS 1 INTERNAL FUSE PANEL NEW RBS 6601 MINI PURCELL J totlosl,‘rsts\\st\eoncs Ii N rcO tcic p\1 mts'� v -one la\ 5t,,1s 4 y `N\th ScOon cis GeotiA n EXISTING 200A AC PANEL, SEE NOTE 4 RISER DIAGRAM SCALE: NTS NEW 100A, 120/24011, 10, 32P, MAIN LUG ONLY PANELBOARD, NEMA 3R, SEE NOTE 3 50A 2P 50A 2P 50A 2P 50A 2P 50A 2P 50A 2P 40A 1P (3) #3 + (1) #3 NEU. + (1) #6G IN 1 1/2 °C (2) #6 + (1) #6 NEU. + (1) #8G (TYPICAL FOR EACH RECTIFIER) NEW -48VDC POWER SUPPLY __ _ (REFER TO DC RISER DIAGRAM) (1) #8 + (1) #8 NEU. + (1) #8G 1. ANTI - OXIDATION COMPOUND SHALL BE APPLIED TO ALL ELECTRICAL CONNECTIONS, PER MANUFACTURER'S INSTRUCTIONS. 2 PANEL AND DISTRIBUTION BOARD IDENTIFICATION: SWITCHBOARDS, PANELBOARDS, TRANSFORMERS AND DISTRIBUTION SECTIONS SHALL. BE IDENTIFIED WITH ENGRAVED, WHITE ON BLACK, LAMINATED, RIGID PHENOUC NAMEPLATES WITH 1/4 INCH CHARACTERS, SECURELY AFFIXED TO FACE OF CABINET. 3. PROVIDE (6) 50A /2P FOR RECTIFIER SHELF AND (1) 40A /1P FOR GFCI, BATTERY HEATERS AND AC UGHT. 4. PROVIDE (1) 100A /2P FOR NEW 100A SUB - PANEL. REPOSITION EXISTING BREAKERS AS REQUIRED TO ACCOMMODATE NEW 100A /2P BREAKER. Goodman Networks 5895 WINDWARD PARKWAY, SUITE 250 ALPHARETTA, GA 30005 a t&t AT &T MOBILITY 12555 CINGULAR WAY ALPHARETTA, GA 30004 A\'f$olutlolls ® n c or r p or a t o d 300 CROWN OAK CENTRE DRIVE LONGW000, FL 32750 TEL 407.260.0231 FAX: 407.260.0749 DRAWN BY: LJ I CHECKED BY: EP 0 08/30/12 ISSUED FOR CONSTRUCTION A 07/31/12 ISSUED FOR REVIEW REV DATE DESCRIPTION UNDER HE D THIS +. UU wRIRNG. THE REUSE, SITE #: SITE NAME: TYBEE ISLAND ADDRESS: 506 JONES AVENUE, TYBEE ISLAND, GA 31328 26213 F LAW FOR ANY PERSON UNLESS THEY ARE ACING OF A UCENSED PROFESSIONAL ENGINEER 10 LATER 'SE EYPUCNLY AGREED TO BY ATV SOLUTIONS IN NS. INC. DISCLAIMS All LIABILITY ASSOCIATED WITH OR UODFlCATICN OF THE CONTENTS HERERI. 410 -013 SITE TYPE: WATER TANK SHEET TITLE: RISER DIAGRAMS SHEET NUMBER: EQUIPMENT CABINET #2 AWG BARE TINNED COPPER WIRE (UNIT BOND) / 9 GROUND RING BRASS TWO HOLE MECHANICAL CONNECTOR WITH STAINLESS HARDWARE // jf/ \/ f/ \f/ GROUND RING CONNECTION DETAIL D 5 'J PARALLEL EXOTHERMIC WELD TO GROUND RING 0 SCALE: NTS 2 COAX CABLE GROUND KIT CABLE TO ANTENNA WEATHERPROOFING KIT COAX CABLE GROUNDING CLAMP KIT #6 AWG STRANDED COPPER GROUND CONNECTOR CABLE TO RDS SCALE: NTS NOTES: 1. 00 NOT INSTALL CABLE GROUND KIT AT A BEND. 2. ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 3. GROUNDING KIT AND WEATHERPROOFING KIT SHALL BE TYPE j, PART # AS SUPPUED OR RECOMMENDED BY CABLE MANUFACTURER. n WEATHERPROOFING- WEATHERTIGHT SEAL. SCALE NTS 2 HOLE LUG 6 GROUND 1/ : HEX BOLT 1/4° FLAT WASHER PRIMARY GROUND BAR /METAL ENCLOSURE MECHANICAL GROUND CONNECTION SCALE NTS 1/4 EXT. TOOTH LOCKWASHER 1/4 ° -20 HEX NUT INSTALLATION NOTES: 1. SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF TWO EXPOSED THREADS. 2. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF LUG CONTACT. 3. APPLY ANTI - OXIDANT COMPOUND TO MATING SURFACE OF LUG AND WIPE CLEAN EXCESS COMPOUND. 4. USE SOUD COPPER WIRE AND MECHANICAL 2 -HOLE LUG FOR ALL EXTERIOR GROUNDING. Goodman Networks 5895 WINDWARD PARKWAY, SUITE 250 ALPHARETTA, GA 30005 4 °0 STD PIPE UNISTRUT PIPE /CONDUIT CLAMP 7-- P2558 -20 (GALV.) (TYP.). FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR BOLT TORQUE. RAYCAP DC2 IF REQUIRED #2 AWG COPPER GROUND GREEN INSULATED (TYP.) SECTOR GROUND BAR COLLECTOR GROUND BAR UNISTRUT P1000 (1w) 2' -6° T••■1111•••••11.13 I0000000000j I euu PIPE CAP (•) at &t AT &T MOBILITY 12555 CINGUTAR WAY ALPHARETTA, GA 30004 JWSoIilhIons I n c o r p o r a t a d 300 CROWN OAK CENTRE DRIVE LONGW00D, FL 32750 TEL: 407.260.0231 FAX: 407.260.0749 DRAWN BY: LJ CHECKED BY: EP 0 A REV 08/30/12 07/31/12 DATE ISSUED FOR CONSTRUCTION ISSUED FOR REVIEW DESCRIPTION RAYCAP UNIT AC SUB -PANEL I5 TO GROUND RING UM1'S/LTE GROUNDING SCHEMATIC SCALE: NTS 4'4 STD PIPE T nNOT USED SCALE NTS FINISHED GRADE, ASPHALT OR CONCRETE PAVING. MATCH SLOPE AND THICKNESS OF NEW SURFACE RESTORE SURFACE TO MATCH ORIGINAL CONDITION RIGID STEEL CONDUIT PLUG FOR SPARE RIGID STEEL CONDUIT ABOVE GRADE RIGID STEEL CONDUIT COUPLING TELCO CONDUIT WHERE APPLICABLE (REFER TO NOTE 4) ELECTRICAL CONDUITS) WHERE APPUCABLE (REFER TO NOTE 4) UNDERGROUND C0101IT(S) ELECTRIC/TELEPHONE COMPACTED SAND SCALE: NTS 1. PROVIDE SCHEDULE 40 PVC CONDUIT BELOW GRADE EXCEPT AS NOTED BELOW. 2. PROVIDE RGS OR SCHEDULE 80 PVC CONDUIT AND ELBOWS AT STUB UP LOCATIONS (i.e. SERVICE POLE, BTS EQUIPMENT, ETC.). 3. INSTALL UTIUTY 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 WATER PENETRATION, COMMONLY REFERRED TO AS "ICKY PICK." PVC SCHEDULE 40 CONDUIT BELOW GRADE RIGID STEEL CONDO AT ELBOWS RIGID STEEL TO PVC ADAPTER UNDERGROUND CONDUIT STUB -UP SCALE: NTS 8 UTILITY H -FRAME 1' -6° SCALE NTS 1. BOND EACH POST WITH #2 AWG SOUD BARE TINNED COPPER WIRE USING EXOTHERMIC WELD AT 6° ABOVE GRADE OR FOUNDATION, WHICHEVER IS HIGHER. APPLY COLD -GALV AFTERWARD. EXOTHERMICALLY WELD OTHER END OF LEAD TO GROUND RING. 2. ALL EXPOSED #2 AWG SOLID BARE TINNED COPPER WIRE LEADS TO BE PLACED IN UQUID TIGHT FLEXIBLE NON - METALLIC CONDUIT (LFNC) WITH ENDS SEALED WITH SILICONE. ALL WIRING, SERVICE INCLUDED MUST BE COPPER ALUMIUNM ALLOWED Section 9, sub- section B -24 Tybee Land Development Go HlNOT USED SCALE: NTS IT IS A N. -Teo OF LAW FOR ANY PERSON UNLESS THEY ARE ACING UNDER THE I: EC➢ON . A LICENSED PROFESSIONAL ENGINEER 10 ALTER THIS DOWN U SS EXPLICITLY AGREED TO BY AW SOLUTIONS N WRONG, AW SOL'' :., INC. DISCLAIMS ALL MEM ASSOCIATED WITH THE REUSE. ALTERATION OR MODIFICATION OF THE CONTENTS HEREIN. 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