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Home My WebLink About2023 07 10 Regular 500 - Racetrac Billboard Conversion Agreement.pdfREGULAR AGENDA ITEM 500 CITY COMMISSION AGENDA | JULY 10, 2023 REGULAR MEETING TITLE Digital Billboard Conversion Agreement SUMMARY Pursuant to Section 16-77 of the City Code, the Community Development Department is requesting that the City Commission consider approval of a Digital Billboard Conversion Agreement, between the City of Winter Springs and OutFront Media LLC, which will allow the conversion of an existing legally nonconforming static billboard into a digital billboard with electronic message display technology located on the RaceTrac gas station property generally located on the south side of the intersection of State Road 419 and Highway 17-92. RECOMMENDATION Staff requests that the City Commission review and approve the proposed agreement. 146 R EGULA R AGENDA ITEM 5 00 CITY COMMISSION MONDAY, June 26, 2023 | REGULAR MEETING TITLE RaceTrac Billboard Conversion Agreement SUMMARY The applicant, OutFront Media LLC, is requesting to convert their existing legally nonconforming static billboard to a digital billboard with electronic message center. Request: Pursuant to Section 16-77 of the City Code, the Community Development Department is requesting that the City Commission consider approval of a Digital Billboard Conversion Agreement, between the City of Winter Springs and OutFront Media LLC, which will allow the conversion of an existing legally nonconforming static billboard into a digital billboard with electronic message display technology located on the RaceTrac gas station property generally located on the south side of the intersection of State Road 419 and Highway 17-92. Applicable Law, Public Policy, and Events: Home Rule Powers City of Winter Springs Comprehensive Plan City of Winter Springs Code of Ordinances Ch. 16, Sec. 16-77. Outdoor display/billboards. Fiscal Impact: There is no fiscal impact associated with this item. However, the approval of the Digital Billboard Conversion Agreement will have a financial benefit to the City by affording free public advertisement opportunities on the proposed new digital billboard. Analysis: Staff reviewed the location of the existing legally nonconforming static billboard and has determined that it is compliant in regard to setbacks. The applicant submitted structural details of the existing structure as well as an analysis of the existing structure from a licensed engineer who determined that the existing structure would be able to support the added weight associated with digital billboard faces. Staff has reviewed the structural details and analysis and has determined that there are no concerns regarding the existing structure or its ability to support the digital sign faces. The proposed digital billboard’s location and design is in substantial conformity with the Annexation Agreement between the City of Winter Springs and RaceTrac Petroleum, Inc. effective March 11, 2013, specifically Subsection 4(b) regarding the Billboard. The applicant has confirmed that they do not own any other billboards in the City. Given the specific provisions of Sec. 16-77 related to conversion of existing static billboards into digital billboards, as well as the negotiated agreement associated with the proposed conversion, staff supports the request for approval of the digital 147 R E G U L A R A G E N D A I T E M 5 0 0 | M O N D A Y , J U N E 26, 2 0 2 3 | P A G E 2 OF 2 billboard conversion agreement. Upon approval of the agreement, the applicant will then need to submit an application for signage, technical details of the digital signage related to brightness, timing, etc., along with building plans to the Community Development Department for review. Staff Recommendation: Pursuant to Section 16-77 of the City Code, the Community Development Department recommends that the City Commission approve the Digital Billboard Conversion Agreement, between the City of Winter Springs and OutFront Media LLC, which will allow the conversion of an existing legally nonconforming static billboard into a digital billboard with electronic message display technology located on the RaceTrac gas station property generally located on the south side of the intersection of State Road 419 and Highway 17-92. Attachments: Exhibit 1 – Digital Billboard Conversion Agreement Exhibit 2 -Billboard Static Plans Exhibit 3 – Existing Site Plan Exhibit 4 – Digital Upgrade Acceptability Letter Exhibit 5 – Annexation Agreement between City of Winter Springs and RaceTrac Petroleum Inc. 148 1 | P a g e 4845-7647-9217 v.4 / Prepared by and Return to: A. Wayne Rich, Esq. Nelson Mullins Broad and Cassel 390 North Orange Avenue, Suite 1400 Orlando, Florida 32801 VOLUNTARY BILLBOARD AGREEMENT THIS VOLUNTARY BILLBOARD AGREEMENT (“Agreement”) entered into this ____ day of _________, 2023, by and between the City of Winter Springs, a Florida municipal corporation, whose mailing address is 1126 East State Road 434, Winter Springs, Florida 32708, (the “City”), and Outfront Media, LLC, a Delaware limited liability company authorized to do business in the State of Florida, whose mailing address is 635 W. Michigan Street, Orlando, Florida 32805 (“Outfront”). Recitals WHEREAS, Outfront approached the City seeking to convert its existing billboard located at 3271 N US Highway 17-92 (Seminole County Property Appraiser Tax ID # 2220-30-300-0290- 0000), (the “Billboard Property”) to construct a new digital billboard; and WHEREAS, this Agreement is voluntarily entered by Outfront, at their request, and was not required by the City; and WHEREAS, it is the policy of the City to encourage owners of legally non-conforming signs to enter into relocation and reconstruction agreements that allow the City to accomplish the public goals of protecting, improving and ensuring highway safety, views, aesthetics and business/investment, without the expenditure of public funds while allowing the continued maintenance of private investment in signage as a medium of commercial and noncommercial communication; and WHEREAS, the City Code of Ordinance (the “Code”), section 16-77(k) and other applicable provisions of Chapter 16 of the Code upon the City Commission’s approval of, and pursuant to this agreement; and WHEREAS, The City Commission, in accordance with said section of the Code must find that the replacement digital billboard sign is less obtrusive, improves the aesthetic character of the City, provides other benefits to the City; and WHEREAS, pursuant to Section 70.20, Florida Statutes of the Bert J. Harris, Jr., Private Property Rights Protection Act, municipalities are encouraged to enter into relocation and reconstruction agreements with owners of lawfully erected off-premise signs; and 149 2 | P a g e 4845-7647-9217 v.4 / WHEREAS, Outfront owns an existing billboard (the “Existing Board”) located at the following address: 3271 N US Highway 17-92, Winter Springs, Florida 32750 (the “Billboard Property”); a two-sided sign with face dimensions of 14’x 48’ (672 square feet) consisting of 2 static sign faces on a monopole support construction with a total of height of 50’. A photograph and legal description of the Existing Board is attached hereto as Composite Exhibit “A”, and by reference made a part hereof; and WHEREAS, Outfront wishes to replace the Existing Board with a new, double-faced digital billboard serving N US Highway 17-92 (“Replacement Board”), with sign face dimensions of 14’ x 48’, consisting of a digital sign face serving northbound traffic and a digital sign face serving southbound traffic with an overall height not to exceed fifty (50) feet, on the Billboard Property, for which the specifications and location on the subject property and legal description are described in Exhibit “B” (“Replacement Board Specifications and Location”), attached hereto and made a part hereof by reference; and WHEREAS, the Owner of the real property upon which the existing billboard is located has joined in this Agreement and agrees to be bounded to the terms; and WHEREAS, any digital or electronic off-premise signs will be subject to the City’s regulations for such signs; and WHEREAS, pursuant to the Code of Ordinances, the City Commission and the City of Winter Springs (the “Commission”), its officers, and its attorneys, have been authorized to enter into Agreements consistent with the provisions of the Ordinance; and WHEREAS, the Commission determines this Agreement is consistent with the Code of Ordinances; and WHEREAS, the Commission hereby authorizes this Agreement be executed and that all officers, employees and attorneys of or for the Commission are authorized to prepare, sign, execute, serve, publish and file for and in the name of the City and the Commission all necessary papers, affidavits, pleadings, motions, permits, and documents in connection with the execution of the Agreement and are further authorized to perform all obligations including without limitation to execute all building permits and authorizations needed to construct the Replacement Board; and WHEREAS, the parties hereto desire to memorialize their agreement. W I T N E S S E T H NOW, THEREFORE, in consideration of the mutual covenants herein described, the sufficiency of which is hereby acknowledged, the parties agree as follows: 1. Recitals. The above recitals are true and correct and are hereby incorporated into the substantive body of this Agreement. 150 3 | P a g e 4845-7647-9217 v.4 / 2. Installation of New Digital Billboard. The City hereby agrees that Outfront may construct the New Digital Billboard (Replacement Billboard), which includes two (2) advertising faces, each of which shall be permitted to include a digital display upon application, approval, and in accordance with the Code and Florida and Federal law. The New Digital Billboard may be constructed on the Property and must be constructed in accordance with this Agreement, the Code and Florida and Federal law. 3. Definitions. For the purposes of this Agreement, certain terms or words used herein shall be interpreted as follows a. “Existing Board” shall mean the billboard consisting of two (2) faces owned by Outfront at the Billboard Property as of the date of this Agreement. b. “Replacement Board” shall mean the new billboard to be reconstructed at the Billboard Property. 4. Replacement of Existing Board with Replacement Board. Upon the execution of this Agreement, and subject to the issuance of all required FDOT permits, and the submission of a complete, acceptable application described in Exhibit “C” to the City for a City permit, the City shall issue within 60 days a permit for the construction of the Replacement Board at the Billboard Property, subject to the legal description, location and specifications described in Exhibit “B” attached hereto and made a part hereof by reference. Construction of the Replacement Board shall occur strictly in compliance with the Replacement Board specifications, the permit issued by the City, the permit to be issued by FDOT, in any and all applicable laws, codes, rules and regulations. Outfront shall initiate construction of the Replacement Board within two hundred seventy (270) days of Outfront’s receipt of the 1) the City’s issuance of a permit, and 2) the issuance of the FDOT permit, if required, and shall complete construction of the Replacement Board within seven (7) days of the initiation of construction or such longer period of time as may be necessary as a result of a force majeure event. Outfront shall notify the City in writing within thirty (30) days of its receipt of the FDOT permit referenced above, if requried. For purposes hereof; a “force majeure event” shall include any reason or unforeseen circumstances beyond Outfront’s reasonable control, including acts of God or public authorities, war and war measures (whether or not a formal declaration of war is in effect), civil unrest, fire, epidemics, floods, earthquakes, hurricanes, or delays in transportation, delivery, or supply. The Replacement Board, shall comply with the terms of the Code and state law and shall be deemed a legal, and conforming use under the Code. Notwithstanding anything contained herein, in the event the Replacement Board is damaged by an act of God, repair of the Replacement Board in the same location, configuration and size and all the same specifications as were in place at the time of the damage shall be permitted by the City as a legal, conforming use. Outfront will obtain any and all permits necessary for the reconstruction of the Replacement Board and comply with any and all applicable building codes. 5. No Warranties. Other than the City’s issuance of a permit for construction of the Replacement Board, the City makes no warranties or representations that the Billboard Property 151 4 | P a g e 4845-7647-9217 v.4 / is appropriate or available for said use. Nor does the City make any representation or warranty as to the regulatory approvals of any other governmental entity with jurisdiction. 6. Certificate of Completion. A certificate of completion for use of the Replacement Board shall not be issued by the City until the City has confirmed that the Existing Board, as described herein, has been replaced by the Replacement Board consistent with the terms of this Agreement. Said confirmation by the City shall not be unreasonably withheld, conditioned, or delayed. 7. Digital Face Construction and Performance Standards. Outfront agrees that any Digital Face sign face and sign shall be constructed in accordance with the following construction requirements and performance standards: (A) Two signs faces having dimensions of 672 square feet each, with copy area of 14 feet by 48 feet per face per specifications of Exhibit “B”. (B) The sign shall not exceed an overall height of 50 feet from crown of adjacent road. (C) The sign shall have a steel monopole support. (D) The sign shall be constructed with at least a 5 foot front setback from N US Highway 17-92 to comply with City requirements for N US Highway 17-92. (E) The overall structure height of the sign shall not exceed 50 feet above the crown of N US Highway 17-92. (F) The sign may be internally or externally illuminated. (G) The sign may be constructed, at Outfront’s option, utilizing either static sign faces, digital/changeable message sign faces, or a combination thereof. (H) The sign shall meet all FDOT outdoor advertising sign separation requirements. (I) The minimum spacing between the sign and another billboard sign with faces visible from the same driving direction along the roadway shall comply with the requirements of Section 479.07(9)(a)(2), Florida Statutes. The distance shall be measured from the nearest point of the sign as projected to the centerline of the roadway upon which the sign is intended to be viewed to the nearest point of the other sign as measured to its closest point as projected to the centerline along the same roadway. (J) The digital/changeable message sign face shall not contain the following: (i) movement, or the appearance or optical illusion of movement, (ii) movement of any part of the sign structure, design, or pictorial segment of the sign, and (iii) the movement or the appearance of movement of any illumination or the flashing, scintillating or the varying of light intensity. (K) The sign shall not be illuminated in such a manner so as to cause glare or to impair the vision of motorists or otherwise distract motorists so as to interfere with motorists’ ability to 152 5 | P a g e 4845-7647-9217 v.4 / safely operate their vehicles. The sign shall not be of such intensity or brilliance that it interferes with the effectiveness of an official traffic sign, device or signal. Otherwise, the sign shall comply with the lighting requirements of the State of Florida, including Chapter 479, Florida Statutes, and Rule 14-10, Florida Administrative Code, certain of which provisions currently prohibit moving light. (L) Lighting levels from the digital/changeable message sign face will not exceed 0.3 foot candles over ambient levels, as measured using a foot candle meter at a pre-set distance of 250 feet from the base of the sign structure. (M) The digital/changeable message sign shall not scroll, contain copy that flashes, or feature motion pictures. (N) The “dwell time,” defined as the interval of change between each individual message, shall be eight (8) seconds in duration; provided, however, Outfront may program dwell times greater than eight (8) seconds in its sole discretion. The dwell time shall not include the time required to change a message. (O) The sign face must change instantaneously and imperceptibly. (P) The digital/changeable message sign shall have a default mechanism or setting that will cause the digital/changeable message sign face to turn off or freeze in one position at a brightness no brighter than normal operation if a malfunction or failure (meaning any unintended interruption in message sequencing) occurs. (Q) No embellishments or cutouts may be utilized on the sign. 8. Indemnification. Outfront agrees to release, indemnify, and hold the City harmless from and against any and all claims, causes of action, damages, and liability, including attorneys’ fees, experts’ fees and costs, at trial and on appeal, that may arise under this Agreement due to any negligent act or omission or intentional misconduct of Outfront. Nothing herein shall inure to the benefit of any third party to allow a claim otherwise barred by sovereign immunity or other operation of law. Outfront acknowledges that its execution of this Agreement is a voluntary act performed at its request and that the City has not offered any inducements and has not made an y representations, promises, or threats to cause Outfront to enter into this Agreement, except as expressly set forth herein. The City shall notify Outfront of any legal action filed against the City within ten (10) days after receiving notice of same. Outfront shall have the right to select counsel, but the City shall have the right to approve such counsel, which shall not be unreasonably withheld. If the City fails to timely notify Outfront within fourteen (14) days, fails to cooperate in the defense of the action, or fails to reasonably approve counsel selected by Outfront, then Outfront shall thereafter not be responsible for the City’s defense or payment of any legal fees or costs associated with such action. 9. No City Responsibility for the Replacement Board. Outfront acknowledges and agrees that Outfront shall be solely responsible for the design, construction, operation, and maintenance of the Replacement Board and that the City shall have no responsibility for such design, construction, 153 6 | P a g e 4845-7647-9217 v.4 / operation, or maintenance. Further, Outfront expressly assumes all responsibility for the content of any advertising or messages on the Replacement Board. Outfront acknowledges and agrees that the City has no control over and bears no responsibility for the content of any advertising or messages that may appear on the Replacement Board. 10. Default. A default by any party under this Agreement shall entitle the other party to all remedies available at law or in equity, which remedies shall include the right to injunctive r elief and specific performance. In the event of any litigation regarding this Agreement or any matter contemplated herein, each party in such litigation shall be responsible for its own attorneys’ fees and costs, whether incurred during negotiations, preparation, at trial, or upon appeal and shall not recover from the opposing party. 11. Consideration. The City and Outfront affirm that the only consideration for executing this Agreement is that stated herein and that no other promise or agreement of any kind, oral or written, has been made to or with them by any person or entity. 12. Effect of This Agreement on Prior Agreements and Method of Amendment. This Agreement supersedes all previous agreements or representations, either verbal or written, heretofore in effect between the parties, made with respect to the matters herein contained, and when duly executed constitutes the entire Agreement between the parties. No additions, alterations or variations of the terms of this Agreement shall be valid nor provisions of this Agreement be deemed waived be either party, unless such additions, alterations, variations or waivers are expressed in writing and duly signed. 13. Laws of Florida to Govern Venue. This Agreement shall be governed by the laws of the State of Florida, and the proper venue shall be Seminole County, Florida. 14. Warranty of Authority to Execute Agreement. Each of the parties hereto has received all necessary approvals to enter into this Agreement and to perform their respective obligations hereunder. The person executing this Agreement on behalf of each party has the authority to bind the party to the terms and provisions of this Agreement. 15. Document is the Result of Mutual Draftsmanship. The terms and conditions in this Agreement are the product of mutual draftsmanship by both parties, each being represented by counsel, and any ambiguities in this Agreement or any documentation prepared pursuant to it shall not be construed against any of the parties because of authorship. The parties acknowledge that all the terms of this Agreement were negotiated at arms’ length, and that each party, being represented by counsel, is acting to protect its, his, her, or their own interest. 16. Recording of Agreement. A copy of this Agreement may be recorded by either party, in the Public Records of Seminole County, Florida, upon taking effect. Outfront shall pay the cost of the recording. 17. Disclaimer of Third-Party Beneficiaries. This Agreement is for the sole benefit of the parties hereto and their successors, and no right of action shall accrue upon or by reason hereof, to or for the benefit of any third party. Nothing in this Agreement either express or implied is intended 154 7 | P a g e 4845-7647-9217 v.4 / or shall be construed to confer upon or give any person, corporation or governmental entity other than the parties hereto any right remedy or claim under or by reason of this Agreement or any conditions hereof; and all of the provisions, representations, covenants and conditions herein contained shall inure to the sole benefit of and shall be binding upon the parties hereto and their respective representatives, successors and assigns and no other person or entity shall have any rights of action hereunder. 18. Transfer. Outfront agrees not to transfer or otherwise convey any ownership interest in any sign face or sign structure listed in this Agreement unless the transferee executes an agreement to be bound by the terms and conditions of this Agreement, which agreement shall be substantially in the same form as Exhibit “D,” (“Form Transfer Agreement”) attached hereto and incorporated herein by reference. 19. Conflict with Laws. In the event of a conflict between provisions in this Agreement and the provisions in any federal or state law, the parties shall first attempt to read the provisions in reasonable harmony, and if no agreement can be reached, the provision of federal law, then state law, shall prevail over the provisions in this Agreement, in that order. 20. Severability. If any part of this Agreement is found invalid or unenforceable by any court, such invalidity or unenforceability shall not affect the other parts of this Agreement if the rights and obligations of the parties contained therein are not materially prejudiced, and if the intentions of the parties can continue to be effected. To that end, this Agreement is declared severable. 21. Waiver. No failure or delay on the part of either party in exercising any right, power or privilege hereunder will operate as a waiver thereto nor will any waiver on the part of either party of any right, power, or privilege hereunder operate as a waiver of any other right, power, or privilege hereunder, nor will any single or partial exercise of any right, power, or privilege hereunder preclude any other or further exercise thereof or the exercise of any other right, power, or privilege hereunder. 22. Exhibits. The exhibits attached hereto are hereby incorporated in and made a part of this Agreement as if set forth in full herein. 23. Public Records Law. Outfront acknowledges that certain information related to this Agreement is subject to any and all Public Records law, including Chapter 119, Florida Statutes, and Outfront will, upon notification by the City, reasonably cooperate with the City to provide access required by law. 24. State and Federal Law. Any digital or electronic off-premise sign constructed and maintained pursuant to this Agreement shall comply with all applicable state and federal regulations. If any state or federal regulations are enacted related to safety or operational standards that are more stringent than the requirements of the City Code and this Agreement, the digital or electronic off-premise sign, whether or not already constructed, shall comply with such state or federal regulations. 155 8 | P a g e 4845-7647-9217 v.4 / 25. Voluntary Agreement. Outfront has entered into this Agreement voluntarily due to Outfront’s desire to erect the Replacement Board, and not due to coercion by the City. 26. Notice. Any notice to be given shall be in writing and shall be sent by hand delivery certified mail, return receipt requested, FedEx, Express Mail, UPS, or DHL, to the party being noticed at the following addresses: AS TO CITY: Phil Hursh, Interim City Manager City of Winter Springs City Hall 1126 East State Road 434 Winter Springs, FL 32708 COPY TO: Anthony Garganese City Attorney City of Winter Springs City Hall 1126 East State Road 434 Winter Springs, FL 32708 AS TO OUTFRONT: Outfront Media, LLC Attention: Real Estate 635 W. Michigan Street Orlando, Florida 32805 COPY TO: A. Wayne Rich, Esq. Nelson Mullins 390 North Orange Avenue, Suite 1400 Orlando, Florida 32801 27. Effective Date. This Agreement shall become effective thirty-one (31) days from the date of full and complete execution by the parties hereto. [Signatures to follow] 156 9 | P a g e 4845-7647-9217 v.4 / IN WITNESS WHEREOF, the parties have executed or have caused this Agreement, with the named Exhibits attached, to be duly executed. ATTEST ______________________________________ Christian Gowan, City Clerk “CITY” City of Winter Springs, a municipality State of Florida By: ___________________________________ Kevin McCann, Mayor ____________________________________ STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me by means of ☐ physical presence or ☐ online notarization, this ____ day of , 2023, by Kevin McCann, as the Mayor of the City of Winter Springs, Florida, who is personally known to me or who has produced ______________________________ as identification. (Seal) Notary Public - State of Florida Print Notary Name: My Commission Number is: APPROVED AS TO FORM: ______________________________ Anthony Garganese City Attorney City of Winter Springs, Florida 157 10 | P a g e 4845-7647-9217 v.4 / Signed in the presence of two witnesses ______________________________________ Print Name: ____________________________ “OUTFRONT” OUTFRONT MEDIA, LLC a Delaware limited liability company By: ___________________________________ Print Name: ____________________________ Its: ____________________________________ ______________________________________ Print Name: ____________________________ CORPORATE ACKNOWLEDGMENT STATE OF __________ COUNTY OF ___________ The foregoing instrument was acknowledged before me by means of ☐ physical presence or ☐ online notarization, this ____ day of , 2023, by ______________________, as __________________ of the Outfront Media, LLC, who is personally known to me or who has produced ______________________________ as identification. (Seal) Notary Public - State of Florida Print Notary Name: My Commission Number is: 158 11 | P a g e 4845-7647-9217 v.4 / JOINDER OF LANDOWNER RaceTrac Petroleum Inc., as the owners of the real property located at 3271 N US Highway 17-92, Winter Springs, Florida 32750, hereby joins in this Agreement for the sole purpose agreeing to the terms contained herein. Signed, sealed, and delivered in the presence of: _______________________________________ Print Name: ____________________________ _________________________________ _______________________________________ Print Name: ____________________________ __________________________________ STATE OF ____________ COUNTY OF _______________ The foregoing instrument was acknowledged before me by means of ☐ physical presence or ☐ online notarization, this ____ day of , 2021, by _____________________ and _____________________, who I know personally or has produced ______________________________ as identification. (Seal) Notary Public - State of Florida Print Notary Name: My Commission Number is: 159 12 | P a g e 4845-7647-9217 v.4 / Composite Exhibit “A” [Legal Description and Photographs of Existing Board] SEC 22 TWP 205 RGE 30E BEG 37.26 FT W OF SE COR OF NE 1/4 OF SW 1/4 OF SW 1/4 RUN W TO SELY R/W US HWY 17-92 NELY ALONG R/W TO INT WITH SR 419 S 48 DEG 43 MIN 19 SEC E 134.2 FT S TO BEG 160 13 | P a g e 4845-7647-9217 v.4 / 161 14 | P a g e 4845-7647-9217 v.4 / 162 15 | P a g e 4845-7647-9217 v.4 / Exhibit “B” [Replacement Board Legal Description, Digital Specifications] 163 16 | P a g e 4845-7647-9217 v.4 / 164 17 | P a g e 4845-7647-9217 v.4 / 165 18 | P a g e 4845-7647-9217 v.4 / EXHIBIT “C” [Application] TO BE DETERMINED 166 19 | P a g e 4845-7647-9217 v.4 / EXHIBIT “D” [Form of Transfer Agreement] AGREEMENT OF TRANSFEREE Under this Agreement of Transferee, made this _____ day of ____________, _______, ___________________________________________________________ (“Transferee”) acknowledges and agrees as follows: 1. Transferee acknowledges that _________________________________________ [Outfront Media, LLC. or identity of Outfront successor in interest who owns the structure(s) at the time of this agreement of Transferee] is transferring one or more billboard structures to Transferee as reflected in Exhibit _______. 2. Transferee acknowledges that Outfront Media, LLC., and the City of Winter Springs have entered into an Agreement dated as of ______________ , (copy attached) and recorded in Official Records Book ______, Page ______, Public Records of Seminole County, Florida, which governs the billboard structure(s) and accompanying sign face(s). Transferee acknowledges having received a copy of said Agreement and understands all of the terms, provisions, conditions, and limitations of that Agreement. 3. In consideration for receiving the benefits of the transfer of the structure(s) and the accompanying sign face(s) and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Transferee agrees to be bound by all of the terms, provisions, conditions, and limitations of that Agreement as the same may apply to the billboard structure(s) and sign face(s) owned by me or in which I have an interest, including the condition that the undersigned Transferee obtain this same agreement from any subsequent transferee. ______________________________________ ______________________________________ (Print name) 167 168 169 Roy Milshtein Operations Manager OUTFRONT Media 635 West Michigan Street Orlando, FL 32805 June 14, 2021 RE: Digital Upgrade to Sign Structure for Outfront Media 3237 N. US 17/92, Seminole County, FL Original RMG Job No.: G-7717 Dear Mr. Milshtein: The purpose of this letter is to provide verification of the acceptability of modifications to an existing sign structure located in Seminole County, FL. The existing sign is 50 feet in overall height and contains two (2) static 14’x48’ faces in a full-flag 20’V configuration. RMG commissioned the initial design for the structure and received design drawings dated April 9, 2013 (Revision 2). The original drawing and calculations were created in conformance with Florida Building Code 2010, utilizing a design wind speed of 140 mph. The currently planned improvements consist of the replacement of the existing static panels with new LED panels of the same width and height. The new LED panel weight is approximately 9,500 lbs (each), which is an increase in weight of approximately 7,820 lbs over each existing static face. RMG conducted a structural evaluation in accordance with FBC 2020 to determine the adequacy of the existing sign structure with the additional LED panel weight. A copy of the calculations is provided in Attachment A. It is my professional opinion that the existing sign components are capable of supporting the digital upgrades. Please contact me at any time should you have questions. Sincerely, John Skwiot, PE Director of Engineering 170 Page 2 of 2 Roy Milshtein OUTFRONT Media ATTACHMENT A – SUPPORTING CALCULATIONS 171 TITLE: Cover Sheet JOB #: 4425 N 24TH ST. - STE 200 ENG. #: G-11744 PHOENIX, AZ 85016 DATE: Jun-21 602-230-8634 / 800-525-8509 BY: JS FAX 602-230-9071 SHEET: COV CUSTOMER:OUTFRONT MEDIA LOCATION:SEMINOLE COUNTY, FL SIZE OF FACE:14'X 48 (ft) H.A.G.L.: (ft) OA HEIGHT: (ft) WIND LOAD:136 MPH - EXPOSURE C SOIL:150/300 (psf/ft) STRUCTURE DESIGN: CENTER MOUNT PARTIAL FLAG - DISTANCE =FT X FULL FLAG - COLUMN LOCATION OFFSET = (ft) X V-BUILD ANGLE OR 20 (ft) MAX OPENING BACK TO BACK SINGLE-FACE MULTI POST DESIGN - SPACING = (ft) ENCLOSURE FOOTING DESIGN: X ROUND SQUARE SPREAD DIRECT EMBEDMENT SPECIAL CONDITIONS: 1.CONVERSION TO LED REVISIONS: COVER SHEET 35 52.5 NARROW END 172 TITLE: Specifications JOB #: 4425 N 24TH ST. - STE 200 ENG. #: G-11744 PHOENIX, AZ 85016 DATE: Jun-21 602-230-8634 / 800-525-8509 BY: JS FAX 602-230-9071 SHEET: 1 CODE: 2020 FLORIDA BUILDING CODE STEEL: WIDE FLANGES:ASTM A992, Fy = 50 ksi OTHER PLATES AND SHAPES:ASTM A36, Fy = 36 ksi PIPE SECTIONS: ASTM A53B, A252 OR API 5LX, Fy AS NOTED WELDING: PER AWS D1.1 BOLTS: ASTM A307 OR A325 (ZINC PLATED) CONCRETE:f'c = 3000 psi AT 28 DAYS (DESIGNED AT 2500) REINFORCING STEEL:ASTM A706, GRADE 60 (Fy = 60 ksi) WOOD: DOUGLAS FIR LARCH #2 ASC O5 - STDS FOR WOOD UTILITY STRUCT. FOUNDATION: IBC TABLE 1806.2 (CLASS 4 MATERIAL) ALLOWABLE BEARING PRESSURE = 2000 PSF PASSIVE LATERAL RESISTANCE (1806.3.4) 150 x 2 = 300 PSF/FT DESIGN LOADS: WIND: 136 MPH - EXPOSURE C LIVE: CATWALKS: 40 psf OR 300# DEAD: SIGN FACE: 2.5 PSF DIGITAL DISPLAY: 9500 LBS (EACH) OTHER MEMBERS AS NOTED IN CALCULATIONS DESIGN SPECIFICATIONS 173 TITLE: Wind Pressures JOB #: 4425 N 24TH ST. - STE 200 ENG. #: G-11744 PHOENIX, AZ 85016 DATE: Jun-21 602-230-8634 / 800-525-8509 BY: JS FAX 602-230-9071 SHEET: WIND (2) Wind Load Design for 2020 FBC / ASCE 7-16 pw = qzGcf ASCE 29.3.1 (Eq. 29.3-1, modified to change to pressure in lieu of force) qz = 0.00256(Kz)(Kzt)(Kd)(V2)ASCE 26.10.2 (Eq. 26.10-1) cf =See Below ASCE Figure 29.3-1 Kzt = 1.0 Kd = 0.85 ASCE Table 26.6-1 0-15 0.85 G = 0.85 20 0.90 V = 136 Risk Category II 25 0.94 Kz = 1.10 (Exposure C) ASCE Table 26.10-1 30 0.98 40 1.04 Structures to be designed using load combination D + L + 0.6W 50 1.09 60 1.13 cf Calculations per ASCE Figure 29.3-1 70 1.17 Sign Width (B) = 48 80 1.21 Sign Overall Height (h) = 52.5 90 1.24 Sign HAGL = 35 100 1.26 Sign Face Height (s) = 17.5 120 1.31 Clearance Ratio (s/h) = 0.3333 140 1.36 Aspect Ratio (B/s) = 2.743 160 1.39 Case A and Case B cf =1.8 0.6pw = 40.64 (AVERAGE WIND LOAD) - USE FOR GLOBAL DESIGN Case C - Only applicable for B/s > 2 cf =2.51 pw = 56.67 (MAXIMUM WIND LOAD) - USE FOR ELEMENT DESIGN cf =1.65 pw = 37.25 cf =1.15 pw = 25.97Balance Overall Height (ft)Kz (Exposure C)0 to s s to 2s 174 JOB #: 4425 N 24TH ST. - STE 200 ENG. #: G-11744 PHOENIX, AZ 85016 UPRIGHT CHECKS DATE: 602-230-8634 / 800-525-8509 FAX 602-230-9071 SHEET: UPRIGHT DESIGN K ksf ft ft ft w = x 8 = klf x () 2 /2 = ft-k / 2 uprights 2 ft-k per upright x 2 =ft-k per upright ft-k per upright USE : W 10 x 17 41.5 ft-k 5'-0" lbs ÷ 6 =lbs 4.9 plf x x 1 =lbs 4.9 plf x x 4 =lbs 3.14 psf x 8 ft Trib. x 2 ft x 2 =lbs 2 psf x x 3 ft =lbs 17 ) = 17.0 plf x =lbs 9plf x =lbs =lbs lbs in ø A325 Bolts in2 in ft-k k I = 4 ( 4.5 7.5 )2 =in4 T = x 12 x 7.5 = k/bolt V = = k/bolt 8 bolts 45 ksi fT =k = 26ksi in2 fT <FT TITLE: L.E.D. PANEL WTG., PDL =2.45 # Of Uprights =2 Jun-21 JS 3 BY: Height , H =13.83 Max Wind Pressure =0.05700 e = ±2 Upright Spacing =8 0.0570 0.456 Mwind = 0.456 13.83 43.61 Msign =PDL x e =2.45 4.89 Mwind = 43.61 ft-k / Uprights = 21.80 Mtotal = 26.70 Mcapacity = UBL : CONNECTION DEAD LOAD :Per Upright LED Panel = 9000 Uprights 1500 Brace (L3x3x1/4) = 8 ft Trib. 39.2 48 17.5 ft 298 Upright ( W10 x Rear Walkway (L3x3x1/4 = 8 ft Trib. 156.8 grating = 100.48 Misc. 10% = 222.30 PDL =2445.3 X1 =3 Check :5/8 Abolt = 0.307 )2 + 4 (306 26.70 7.85 306 2.45 0.31 X2 =4.5 Mtotal = 26.70 V = 2.45 A325 BOLTSOK FT = 7.85 0.307 Ok : ( 8 ) - 5/8 ø Rear Ledger (W6x9) = 9 ft 81 Apron = 8 ft Trib. 175 JOB #: 4425 N 24TH ST. - STE 200 ENG. #:G-11744 PHOENIX, AZ 85016 SPREADER DESIGN DATE: Jun-21 602-230-8634 / 800-525-8509 BY: JS FAX 602-230-9071 SHEET: 4 SPREADERS : SPREADERS CANTILEVER FROM FIXED CONNECTION AT TORSION 2 ft 20 ft 9ft 0.026 klf 2.45 k 21.80 ft-k = 0.026 x ( 9 )2 =ft-k 2 2.45 x ( 9 + 2 ) = ft-k ft-k x 26 Mallow =10 FT CONNECTION in in ksf ft ft + 21.80 = 71.6 ft-k V = x 17.5 x 8 = 7.98 k I = 4 ( 13 ) 2 + 4 ( 15.5 ) 2 =in4 T = 15.5 = k/bolt V = = k/bolt 8 bolt Check Stresses :fT =k = 19.017 ksi <FT =45 ksi OK in2 fV =k = 2.26 ksi <FV =24 ksi OK in2 DIA. A325 BOLTS TITLE: 76 ft-k @ UBL = V-size = MAX CANTILEVER =(V-size )/2 - 1 = SELF WTG. OF SPREADER, w = DEAD LOAD OF HEAD STRUCTURE, P = 1.053 Mwind FROM UPRIGHT = 26.95 MTOTAL = Mwind From Upright + Mself wtg. + MDL of Head = 49.80 USE :W 12 e = x1 =12.5 CHECK : 3/4 DIA.BOLT DISREGARD BALANCED DEAD LOAD in2x2 =3 Abolt =0.442 1586 HSign Face =17.50 Upright Trib. =8 MTOTAL=49.8 0.057 1586 71.6 x 12 x 8.40 Max Wind =0.057 7.98 1.00 8.40 0.442 1.00 0.442 OK : ( 8 ) - 3/4 𝑀௦௘௟௙ ௪௧௚. ൌ 𝑤𝑙ଶ 2 𝑀஽௅ ௢௙ ு௘௔ௗ ൌ𝑃 ሺ𝑙 ൅ 𝑒ሻ ൌ 176 JOB #: 4425 N 24TH ST. - STE 200 ENG. #:G-11744 PHOENIX, AZ 85016 TORSION DESIGN DATE: 602-230-8634 / 800-525-8509 JS FAX 602-230-9071 SHEET:5 TORSION DESIGN :CHECK: 36" X PIPE Fy =50 ksi klf klf L1 =8 ft k ft L2 =1 ft ksf ft ft ft ft DEAD LOADS 2 x 2.45 + ( 18 x 0.026 ) = k 6 x 5.37 + ( 44 x 0.214 ) = k ( 1 + 9 + 17.0 + 25 + 33.0 + 41.0 ) + ( 44 )2 =ft-k 2 WIND LOADS Case B Governs Design x 17.5 x 48 = k x ( 24 + ( 48 ) = ft-k x ( 17.5 - 1.5 ) = ft-k 2 COMBINED LOADS ft-k V = ft-k M = ft-k 36"ɸ x PIPE Fy =50 ksi 0e = TITLE: # of Uprights Total =6 LTorsion = Sign length =48 bot. of upright to center of torsion =1.5 ft BY: Jun-21 44 Sign height =17.5 0.562 wDL Torsion =0.214 wSpreader =0.026 PDL =2.45 LSpreader=18 wind =0.041 883.5 # of Faces =2 PDL =5.37 VDL =41.62 MDL =5.37 0.214 Pwind =Vwind =0.041 34.44 Torsion =34.44 249.69 Torsion = Mwind =34.44 0.2 x 1157.18 54.02 1455.91 USE : 0.562 in. 249.69𝑉ൌ 𝑉஽௅ ଶ ൅ 𝑉௪௜௡ௗ ଶ 𝑀ൌ 𝑀஽௅ ଶ ൅ 𝑀௪௜௡ௗ ଶ 177 TITLE: Torsion JOB #: 4425 N 24TH ST. - STE 200 ENG. #:G-11744 PHOENIX, AZ 85016 DATE:Jun-21 602-230-8634 / 800-525-8509 BY:JS FAX 602-230-9071 SHEET:6 Pipe Properties: Dia. = D = 36 (in) S = 545.8 (in3) Wall = t = 0.562 (in) I = 9825 (in4) Fy =50 (ksi) Z = 705.8 (in3) D/t = 64.057 Noncompact Section A = 62.6 (in2) L = 40 (ft) Ag =58.3 (in2) Lv =40 (ft) Nominal Flexural Strength: Yielding 2941.0 kip-ft Local Buckling (not applicable for Compact Section) Noncompact Sections 2706.6 kip-ft Slender Sections Mn =2706.6 kip-ft Nominal Shear Strength: 70.1 ksi 30.0 ksi Vn =873.8 kips npyMMFZ  0.021 ny EM FSD t  0.33 n EM SD t  2ncrgVFA 54 32 1.60 0.78 cr v EEF Greater of or L DDDt t  0.6cr yFF 178 TITLE:Torsion JOB #: 4425 N 24TH ST. - STE 200 ENG. #:G-11744 PHOENIX, AZ 85016 DATE:Jun-21 602-230-8634 / 800-525-8509 BY:JS FAX 602-230-9071 SHEET:7 Nominal Torsional Strength: 1108.7 (in3) 53.9 ksi 30.0 ksi Tn =2771.6 kip-ft Nominal Compressive Strength: Structures are relatively light and compression loads are minimal when compared to flexural stresses. Conservatively assume that Pr/Pc = 0.05. Applied Loads: kips 1456.0 kip-ft 54 kips 249.7 kip-ft 1.013 ~ 1.0 Pipe OK n crTFC2 2 D ttC 54 32 1.23 0.60 cr EEF Greater of or LD DDt t  0.6cr yFF 2 rr rr cc cc PM VT PM VT  Pr  rV  rT  where 1.67cnP P PP  where 1.67cnM M MM  where 1.67cnV V VV  where 1.67cnT T TT  rM  179 JOB #: 4425 N 24TH ST. - STE 200 ENG. #: G-11744 PHOENIX, AZ 85016 TORSION/COLUMN CONNECTION DATE: 602-230-8634 / 800-525-8509 BY: JS FAX 602-230-9071 SHEET:8 # OF BOLTS =24 in x1 =in # of bolt in row 1 =6 x2 =in # of bolt in row 2 =2 x3 =in # of bolt in row 2 =2 x4 =in # of bolt in row 2 =2 x4=in Y1 =in # of bolt in row 1 =8 Y2 =in # of bolt in row 2 =2 in. Square Y3 =in # of bolt in row 2 =2 ft Y4 =in ft k ft-k MDL =ft-k 6 6.5 + 6.5 + 6.5 + )2 x 2 in4 2 6.5 + 6.5 + )2 x 2 =in4 2 6.5 + 7.5 )2 x 2 =in4 2 )2 x 2 =in4 in4 8 6.5 + 6.5 + 14 )2 x 2 =in4 2 6.5 + 14.0 )2 x 2 =in4 2 )2 x 2 =in4 in4 + =in4 + =in + 6.5 + + = in + + =in r = =[()2+( ) 2 )1/2] =in x = ft-k ) + ( + ) x 12 x = ) x 12 x + k = 24 BOLT STRESSES fT =k =ksi <OK fV =k =ksi <OK in2 in2 F'T = where : Fnt = 90 ksi Fnv = 48 ksi Ω = 2 35 ksi >fT 24 ) " DIA. A325 BOLTS k sides 1681 27.00 27.00 6.5 bolts x( bolts x( bolts x( sides 784 6.5 bolts x( 784 14129 14129 Jun-21 sides 1681 sides 225 3 6.5 14 bolts in y-direction 3 6.5 8748 6.5 7.5 60 Sign Height = 11438ITotal = bolts in x-direction PLATE SIZE = 17.5 11664sides Ixx =11438 TITLE: 7.50 sides = 38.18 6.5 6.5 6.5 6.5 7.5 20.50 6.5 14 14 25567Ixx + Iyy = Iyy = 7.5 bolts x( 7.5 884.00 301.00 20.50 34.40 17.5 2 301.00 Sign Length = Pwind = Mtorsion= 48 34.4 1158 rx = ry = 14 sides 27.00 27.00 c = bolts x( bolts x( k/bolt 25567 BOLTS Bolt dia. =1 1/2 Vbolt = (1158.0 38.18 34.4 22.2 14129 884.00 11438 40.9 Mwind = k/bolt 884.00 Tbolt = ( for A325N bolts per Table J3.2 AISC 13TH Edition F'T =OK Tallow =61.7 OK: ( 1 1/2 40.9 23.14 1.766 22.2 12.6 1.766 𝑟ଶ௫ା𝑟ଶ௬ 1.3 𝐹௡௧ െ ஐ ி೙೟ ி೙ೡ 𝑓௩ 180 JOB #: 4425 N 24TH ST. - STE 200 ENG. #:G-11744 PHOENIX, AZ 85016 COLUMN CHECKS DATE: Jun-21 602-230-8634 / 800-525-8509 BY: JS FAX 602-230-9071 SHEET: 9 COLUMN CHECKS : ft-k (From Torsion Design) ksf ft ft Torsion = ft-k (From Torsion design) ft ft 48 in H 1 = k 54 in H2 = UPPER COLUMN DESIGN :48 X PIPE 50 ksi x 17.5 x 48.0 = k x 4.0 x 20.00 = k x 4.5 x 15 = k k CHECK COLUMN AT SPLICE ft-k 0 ft-k x ( 17.5 + 20.0 ) + 3.28 x ( 20 ) = ft-k 2 2 =ft-k OK:48 ɸ X PIPE 50 ksi (SEE ATTACHED SHTS __________ ) LOWER COLUMN DESIGN :54 X PIPE 50 ksi CHECK COLUMN AT GRADE ft-k 0.0 ft-k x ( 17.5 + 20 + 15 ) + 3.28 x ( 20 + 15 ) + x ( 15 ) = 1609.51 ft-k 2 22 =ft-k OK:54 " ɸ X PIPE 50 ksi (SEE ATTACHED SHTS __________ ) Mbending MDL1 = Mwind =34.44 1022.95 884.00 MDL2 = 1351.99 Mbending 1836.29 0.625 in. Fy = MDL = Mwind =34.44 2.77 884.00 MDL2 = CHECK:0.625 in Fy = 0.625 in. Fy = Pwind total =40.49 Pcol wind 1 =0.041 3.28 Pcol wind 2 =0.041 2.77 PF wind =0.041 34.44 CHECK:0.625 in Fy = Upper Column Dia.=20 ftH.A.G.L. = 35 Lower Column Dia.=15 ftLED PANEL =9.5 Sign length =48 wind =0.04100 Sign height =17.5 O.A. HEIGHT =52.5 1158 MDL1 =884 TITLE: ൌ 𝑀஽௅ ଶ ൅ ሺ𝑀஽௅ଶ ൅ 𝑀௪௜௡ௗ ሻଶ ൌ 𝑀஽௅ ଶ ൅ ሺ𝑀஽௅ଶ ൅ 𝑀௪௜௡ௗ ሻଶ 181 TITLE: Upper Column JOB #: 4425 N 24TH ST. - STE 200 ENG. #:G-11744 PHOENIX, AZ 85016 DATE:Jun-21 602-230-8634 / 800-525-8509 BY:JS FAX 602-230-9071 SHEET:10 Pipe Properties: Dia. = D = 42 (in) S = 828.0 (in3) Wall = t = 0.625 (in) I = 17388 (in4) Fy =50 (ksi) Z = 1070.0 (in3) D/t = 67.2 Noncompact Section A = 81.2 (in2) L = 20 (ft) Ag =75.6 (in2) Lv =20 (ft) Nominal Flexural Strength: Yielding 4458.4 kip-ft Local Buckling (not applicable for Compact Section) Noncompact Sections 4075.3 kip-ft Slender Sections Mn =4075.3 kip-ft Nominal Shear Strength: 100.9 ksi 30.0 ksi Vn =1134.5 kips npyMMFZ  0.021 ny EM FSD t  0.33 n EM SD t  2ncrgVFA 54 32 1.60 0.78 cr v EEF Greater of or L DDDt t  0.6cr yFF 182 TITLE:Upper Column JOB #: 4425 N 24TH ST. - STE 200 ENG. #:G-11744 PHOENIX, AZ 85016 DATE:Jun-21 602-230-8634 / 800-525-8509 BY:JS FAX 602-230-9071 SHEET:11 Nominal Torsional Strength: 1680.6 (in3) 77.6 ksi 30.0 ksi Tn =4201.6 kip-ft Nominal Compressive Strength: Structures are relatively light and compression loads are minimal when compared to flexural stresses. Conservatively assume that Pr/Pc = 0.05. Applied Loads: kips 1352.0 kip-ft 41 kips 1158 kip-ft 0.875 < 1.0 Pipe OK n crTFC2 2 D ttC 54 32 1.23 0.60 cr EEF Greater of or LD DDt t  0.6cr yFF 2 rr rr cc cc PM VT PM VT  Pr  rV  rT  where 1.67cnP P PP  where 1.67cnM M MM  where 1.67cnV V VV  where 1.67cnT T TT  rM  183 TITLE: Lower Column JOB #: 4425 N 24TH ST. - STE 200 ENG. #:G-11744 PHOENIX, AZ 85016 DATE:Jun-21 602-230-8634 / 800-525-8509 BY:JS FAX 602-230-9071 SHEET:12 Pipe Properties: Dia. = D = 54 (in) S = 1382.4 (in3) Wall = t = 0.625 (in) I = 37326 (in4) Fy =50 (ksi) Z = 1780.6 (in3) D/t = 86.4 Noncompact Section A = 104.8 (in2) L = 15 (ft) Ag =97.5 (in2) Lv =15 (ft) Nominal Flexural Strength: Yielding 7419.3 kip-ft Local Buckling (not applicable for Compact Section) Noncompact Sections 6572.2 kip-ft Slender Sections Mn =6572.2 kip-ft Nominal Shear Strength: 96.5 ksi 30.0 ksi Vn =1463.2 kips npyMMFZ  0.021 ny EM FSD t  0.33 n EM SD t  2ncrgVFA 54 32 1.60 0.78 cr v EEF Greater of or L DDDt t  0.6cr yFF 184 TITLE:Lower Column JOB #: 4425 N 24TH ST. - STE 200 ENG. #:G-11744 PHOENIX, AZ 85016 DATE:Jun-21 602-230-8634 / 800-525-8509 BY:JS FAX 602-230-9071 SHEET:13 Nominal Torsional Strength: 2796.9 (in3) 74.2 ksi 30.0 ksi Tn =6992.2 kip-ft Nominal Compressive Strength: Structures are relatively light and compression loads are minimal when compared to flexural stresses. Conservatively assume that Pr/Pc = 0.05. Applied Loads: kips 1836.0 kip-ft 41 kips 1158 kip-ft 0.621 < 1.0 Pipe OK n crTFC2 2 D ttC 54 32 1.23 0.60 cr EEF Greater of or LD DDt t  0.6cr yFF 2 rr rr cc cc PM VT PM VT  Pr  rV  rT  where 1.67cnP P PP  where 1.67cnM M MM  where 1.67cnV V VV  where 1.67cnT T TT  rM  185 TITLE: FOOTING DESIGN JOB #: ENG. #: G-11744 DATE: Jun-21 BY: JS SHEET: 14 Nonconstrained Embedded Pole Footing Design Round Pole Footing Design based on CBC or IBC section 1807.3.2.1. Where: b = diameter of round post or footing. (ft) q = allowable lateral soil bearing pressure. (ksf/ft) d = actual depth of embedment in earth. (ft) h = distance in feet from ground surface to point of application of 'P' P = applied lateral force. (k) S 1 = allowable lateral soil-bearing pressure as based on a depth of one third the depth of embedment, 12' maximum depth for this consideration. (ksf/ft) Data: b =6 q =0.3 h =45.35 P =40.50 S 1 =1.2 A =13.16 d =32.92 Use 6'-0" Diameter by 33'-0" deep drilled footing OK: Existing footing is 6'-0" dia. by 36' depth 4425 N 24TH ST. - STE 200 PHOENIX, AZ 85016 602-230-8634 / 800-525-8509 FAX 602-230-9071 4.36112 AhdA  1 2.34 PASb 186 ) Prepared by and return to: Anthony Garganese, Esquire Brown, Garganese, Weiss & D'Agresta, P.A. @ 111 N. Orange A venue, Suite 2000 Orlando, FL 32801 (407) 425-9566 MARYANNE MORSE, CLERK OF CIRCUIT CWRT SEMINOLE COUNTY Bl< 08021 Pgs 0499 -5291 C31pgs) CLERK'S# 2013055953 RECORDED 04/24/2013 02127:22 PM REC£1RllINS FEES 265.00 RECOl~Df.I) SY T Van N1.1ys ANNEXATION AGREEMENT This Annexation Agreement ("Agreement") is made and entered into by and between the City of Winter Springs, a municipal corporation organized and existing under the laws of the State of Florida (hereinafter the "City") whose address is l 126 East S.R. 434, Winter Springs, Florida 32708, and RaceTrac Petroleum, Inc. (hereinafter referred to collectively as "Developer" or "Owner") whose address is 3225 Cumberland Boulevard, Suite 100 , Atlanta, Georgia 30339, this 11th day of March, 2013 (the "Effective Date") and sha!J be fully enforceable in accordance with the terms hereof. WITNESS ETH: WHEREAS, the Owner is the owner or contract purchaser of certain real property located in unincorporated Seminole County, Florida, which real property is more particularly described in Exhibit "A" (attached hereto and incorporated herein by reference; said property hereinafter being referred to as the "Property"); and WHEREAS, the Property currently is assigned a mixed use Comprehensive Plan and zoning designation by Seminole County; and WHEREAS, the Owner is also the owner or contract purchaser of certain real property located in Winter Springs, Florida and adjacent to the Property, which real property is more particularly described in Exhibit "B" (attached hereto and incorporated herein by reference; said property hereinafter being referred to as the "Winter Springs Property"); and WHEREAS, the Property and Winter Springs Property are within the State Road 17-92 Community Redevelopment Area; and WHEREAS, the Winter Springs Property is the site of a closed gas station, and along with the Property, is in need of redevelopment for purposes of removing slum and blight in the area; and WHEREAS, the Owner desires to annex the Property into the City of Winter Springs and to aggregate it with the Winter Springs Property in order to redevelop the properties as one development site for a RaceTrac convenience store with motor fuel sales; and WHEREAS, the City has determined that the redevelopment of the Property and Winter Springs Property will provide a substantial economic benefit to the City and its citizens, and a 1 187 benefit to the State Road 17-92 Comm.unity Redevelopment Area, said development being referred to as the "Project"; and WHEREAS, the purpose of this Agreement is to set forth the understandings and agreements of the parties with respect to the foregoing, and other matters as agreed to and set forth herein; and WHEREAS, this Agreement is authorized by, permitted by, and consistent with the provisions of the City's home rule Charter; the City's Comprehensive Plan; Chapters 163 and 166, Florida Statutes; Article VIII, Section 2b, Constitution of the State of Florida; Chapter 171, Florida Statutes; and other applicable law, and serves and advances a vital public purpose of removing slum and blight and providing economic development; and NOW, THEREFORE, for and in consideration of the mutual covenants and agreements contained herein, and other good and valuable consideration each to the other has provided, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: 1. Recitals. (a) The recitals are adopted as the findings of the City Commission of the City of Winter Springs, Florida. (b) The above recitals are true and correct and are incorporated into this Agreement by reference, and are a material part of this Agreement upon which the parties have relied, including but not limited to the assertions that the Owner owns the Property and Winter Springs Property, and is empowered to enter into this Agreement and make binding commitments. 2. Annexation; Unity of Title. (a) This Agreement shall upon execution by the Owner, serve and constitute an irrevocable Annexation Petition by the Owner for the annexation of the Property into the corporate boundaries of the City of Winter Springs, provided and subject to the additional condition that the City shall thereafter annex the Property into the City, subject to the terms and conditions of this Agreement. Owner agrees that they will not contest or object to the annexation of the Property (provided such annexation is consistent with the terms hereof) and that the parties will fully cooperate with each other to achieve the annexation on the terms and conditions set forth herein. (b) Owner agrees that upon annexation of the Property and Owner obtaining the necessary building permits for the Project, the Property and the Winter Springs Property shall be unified in ownership and title for development purposes, and shall be considered one developable lot of record for development purposes under the City Code. Any division or subdivision of this unified developable lot of record shall be subject to the platting or lot split requirements of the City Code. 3. No Annexation Fees. It is understood and agreed that no fees, costs, or expenses will be charged to or become due from the Owner to the City or to any other governmental 2 188 authority, private individual or entity on account of or in connection with the City's review and processing of the Annexation Petition or the annexation of the Property into the corporate limits of the City of Winter Springs; provided however, that the Owner shall pay its own attorneys' fees and consulting fees, as may be determined to be necessary by the Owner. 4. Development Conditions -Future Land Use and Zoning Map. (a) In order to facilitate the development of the Property and Winter Springs Property, the City agrees, upon annexation of the Property, to advertise and proceed with public hearings to amend the Property's Comprehensive Plan Future Land Use Map designation to City "Commercial" and Official Zoning Map classification to City "C-2 General Commercial." The aforementioned comprehensive and zoning map amendments shall be subject to Florida law and City Code, and shall be subject to final approval by the City Commission of Winter Springs. No provision of this Agreement shall be construed as guaranteeing that the amendments will be approved by the City Commission. Each party will fully cooperate with each other to achieve the amendments on the terms and conditions set forth herein including, but not limited to, submitting and executing any applications customarily required by the City. (b) It is understood and agreed that Owner will pay the fees, costs, or expenses that are customarily charged by the City on account of or in connection with the City's review and processing of the comprehensive plan and zoning map amendments for the Property; provided however, that the City shall pay its own attorneys' fees and consulting fees and staff time, as may be determined to be necessary by the City. 5. Additional Development Conditions. It is understood and agreed by the parties that in order to facilitate the development of the Property and the Winter Springs Property as a RaceTrac convenience stote with motor fuel sales (the "Project"), and for the purposes of eliminating the slum and blight within the State Road 17-92 Community Redevelopment Area, the following development conditions shall apply: (a) Conceptual Project Rendering and Conceptual Site Plan. A conceptual rendering depicting the Project is attached hereto as Exhibit "C'' and is incorporated herein by this reference. The parties agree that this Project will be constructed in substantial conformance with said rendering. A conceptual site plan depicting the Project is attached hereto as Exhibit "D" and is incorporated herein by this reference. The parties agree that this Project will be constructed in substantial conformance with said site plan. Developer shall have the obligation to further submit and obtain the City's approval of final engineering plans. Developer shall also have the obligation to construct aesthetic enhancements to the Project as depicted in the conceptual renderings and site plan and as may be reasonably requested by the City in accordance with the City Code, particularly the City's aesthetic review ordinance. (b) Billboard. The parties acknowledge that the existing billboard on the Property is a legally nonconforming billboard under the Seminole County Code. As such, upon annexation of the Property, the existing billboard located on the Property shall continue as a legally nonconforming billboard subject to applicable provisions of the City Code. However, it is understood and agreed by the parties that in order to facilitate the development of the Property and the Winter Springs Property as a RaceTrac convenience store with gasoline sales, and for 3 189 purposes of eliminating the slum and blight within the State Road 17-92 Community Redevelopment Area, Owner shall have the right to relocate the billboard pole to the location within the landscape buffer as generally depicted on Exhibit ''D'1 and increase the height of said billboard by a maximum of ten (10) feet above the motor fuel canopy and a face area not to exceed fourteen (14) feet by forty-eight (48) feet, in order to accommodate the RaceTrac development project as generally depicted on Exhibit "E" attached hereto and incorporated herein by this reference. ( c) Monument Signs. The closed gas station on the Winter Springs Property was permitted to have two (2) monument signs each containing 100 square feet of copy area. The City agrees that the Project shall also be permitted to have two (2) monument signs with 100 square feet of copy area as shown (labeled "LED Price Logo Sign") and generally located in the area depicted on Exhibit "D." ( d) Building Siiroage Allowance. The principal building of the Project shall be permitted to have a signage allowance as generally depicted on Exhibit "F" attached hereto and incorporated herein by this reference. (e) Configuration of Parking Soaces and Drive Aisles. Unless otherwise provided in the final engineering plans approved by the City, regular parking spaces shall be no smaller than ten feet (10 ft) by eighteen feet (18 ft) and internal parking lot drive aisles shall be a minimum width of thirty-six feet (36 ft). (f) Pond. The parties aclmowledge and agree that the City Engineer shall be authorized to approve minor deviations to the storm water pond geometry (including slopes) in order to accommodate existing site constraints subject to the City's approval of final engineering plans. 6. Duty To Cooperate. The parties agree to cooperate at all times, in a timely manner, and in good faith regarding the implementation of this Agreement. This cooperation shall extend to the granting by the City and the acquisition by the Owner, of applicable necessary municipal permits, and the Owner shall diligently process and seek the receipt of, and shall use reasonable legal means, to obtain all necessary state, municipal, federal permits, development orders, licenses, easements and other approvals or rights in connection with the development of the Property and Winter Springs Property in accordance with this Agreement and applicable land use, zoning, land development, building and construction regulations. 7. Further Assurances. In addition to the acts recited in or set forth in this Agreement, the parties agree to perform or cause to be performed in a timely manner, any and all further acts as may be reasonably necessary to implement the provisions of this Agreement, including but not limited to the execution and/or recordation of further instruments; provided however that the City's obligation shall be subject to such limitations of law as may be applicable to municipalities. 8. Limitations of Remedies. The parties hereby agree not to pursue an award of monetary damages for a breach by or non-performance of the other party under this Agreement. The only remedies of the other party available against the non-performing party under this 4 190 Agreement shall be either to withhold further performance under the Agreement until the non- performing party cures the non-performance, or to seek a court order from the Circuit Court of the Eighteenth Judicial Circuit in and for Seminole County, Florida requiring the non-performing party to fulfill its obligations under the Agreement. However, nothing in this Agreement shall be construed to limit the right of either party to pursue any and all available remedies if any, under non-tort or constitutional law relating to a party's non-performance under the Agreement so long as damages are not sought. The City will not waive sovereign immunity and does not waive sovereign immunity to any extent by reason of this Agreement, and in the event Owner seeks any relief against the City, the City may rely on any available defense arising out of its sovereign immunity. In the event a court order is issued declaring non-perfonnance by either party, the non- performing party shall be required to reimburse the other party any actual and reasonable expenses incurred as a result of the breach (excluding attorney's fees and legal costs). 9. Disclaimer Of Third Partv Beneficiaries. This Agreement is solely for the benefit of the formal parties to this Agreement and no right or cause of action shall accrue by reason hereof to or for the benefit of any third party not a formal party hereto. Nothing in this Agreement, express or implied, is intended to be nor shall be a conferring upon or giving any person or entity any right, remedy or claim by reason of this Agreement or any provisions or conditions hereof, including any provisions or conditions hereof that may be implied or suggested in equity, and only the express parties to this Agreement and their respective designated representatives, successors and assigns shall have any rights under this Agreement. 10. Time Is Of The Essence. The parties agree that they shall diligently and expeditiously pursue their respective obligations. 11. Successors and Assigns. This Agreement and the terms and conditions hereof shall be binding upon and inure only to the benefit of the City and the Owner, and their respective successors in interest in writing, by duly recorded and lawful instrument. 12. Applicable Law. This Agreement and the provisions herein shall be construed, controlled and interpreted according to the laws of Florida. If there is a conflict between this Agreement and terms of the City Code, the terms of the Agreement shall control unless Florida law prohibits a waiver of the Code provision by agreement. 13. Binding Effect. Each party represents to the other it has undertaken all necessary actions to execute this Agreement and has the legal authority to enter this Agreement and to undertake all obligations imposed on it. 14. Recording. Upon Owner's execution of this Agreement, the City shall, at its sole cost and expense record a fully executed copy of this Agreement in the Public Records of Seminole County, Florida. 15. Venue. Any and all actions or proceedings arising out of or related to this Agreement or brought to enforce or interpret this Agreement, shall be brought exclusively and solely in the court of appropriate jurisdiction in Seminole County, Florida. 16. Construction Or Interpretation Of the Agreement. This Agreement is the result of bona fide arm's length negotiations between the parties and all parties have contributed 5 191 ) substantially and materially to the preparation of the Agreement and were represented by counsel. Accordingly, this Agreement shall not be construed or interpreted more strictly against one party as against the other party. 17. Development Permits. Nothing herein shall limit the City's authority to grant or properly deny any development permit applications or requests subsequent to the effective date of this Agreement. The failure of this Agreement to address any particular City, County, State and/or Federal permit, condition, term or restriction shall not relieve Owner or the City of the necessity of complying with the law governing said permitting requirement, condition, term or restriction. Without imposing any limitation on the City's police powers, the City reserves the right to withhold, suspend, or terminate any and all certificates of occupancy for any building or unit if Owner is in breach of any term or condition of this Agreement. 18. Attorneys ' Fees and Costs. In the event of a dispute regarding this Agreement, the parties shall bear their own attorneys' fees and legal costs and neither shall be responsible to pay the other's legal fees. 19. Caption/Exhibits. (a) The headings or captions of the sections and subsections contained in this Agreement are for convenience and reference only, and do not, in themselves, have any legal significance and shall not be afforded any. (b) The exhibits to this Agreement are hereby incorporated into this Agreement and are an integral part of this Agreement. In the event of any conflict between the Agreement and any exhibit, the terms of the Agreement shall govern and control except with respect to the legal description or description of the Property and Winter Springs Property, in which case the correct statement in an exhibit will control over the Agreement, but only if the description in the exhibit is determined to be accurate. 20. Parties Bound. Following the recordation of this Agreement, the benefits and burdens of this Agreement will become a covenant running with the title to the Property and Winter Springs Property and all parts and parcels thereof, and this Agreement shall be binding upon and will inure to the benefit of both the City and Owner, and the assigns and successors in interest to the Property and Winter Springs Property and all parts and parcels thereof. 21. Severability. If any provision of this Agreement is held to be unlawful by a court of competent jurisdiction, the unlawful portion shall be deemed separate and distinct, and the same shall not affect in any respect whatsoever the validity or enforceability of the remainder of the Agreement. However, if the portion found to be unlawful results in the loss of a material benefit by the owner as a result of the excising or removal of such unlawful provision, then the owner may terminate the Agreement. 22. Notices. Any notice delivered shall be in writing and shall be deemed to be delivered (whether or not actually received) when it is hand delivered to the official hereinafter designated; upon receipt of such notice when deposited in the United States Mail, postage prepaid, certified mail return receipt requested; or upon receipt of such notice when deposited 6 192 with Federal Express or other nationally recognized overnight or next day courier, addressed to the parties as follows: To Developer: With a copy to: To City: With a copy to: RaceTrac Petroleum, Inc. 3225 Cumberland Boulevard, Suite 100 Atlanta, Georgia 30339 Attention: Phil West, Esq. Lowndes, Drosdick, Doster, Kantor & Reed, P.A. 215 N. Bola Drive Orlando, Florida 32801 Attention: Thomas R. Sullivan, Esq. Kevin Smith City Manager City of Winter Springs 1126 East State Road 434 Winter Springs, Florida 32708 Telephone: (407) 327-5957 Fax: (407) 327-4753 Anthony A. Garganese Brown, Garganese, Weiss & D'Agresta, P.A. 111 N. Orange Ave, Suite 2000 Orlando, Florida 32801 Phone: ( 407) 425-9566 Fax: ( 407) 425-9596 23. Entire Agreement. This Agreement constitutes the complete and entire agreement between the parties with respect to the subject matter hereof and it supercedes all prior agreements, arrangements or understandings, whether oral or written. 24. Modification. This Agreement may not be amended, changed or modified nor may any material provisions hereunder be waived, except by a written document of equal dignity signed by the Owner and the City after approval by the City's City Commission at a public meeting. 25. Counterparts. The Agreement may be executed in any number of counterparts, each of which shall be deemed an original, but all of which taken together shall constitute one and the same document. WHEREFORE, the parties hereto have caused these presents to be signed all as of the date and year first above written. 7 193 WITNESSES: Printed Name of Witness ATTES~ fS eal): ' \1 m·=~ A~~..=N_Z_O ___ L_U_A-CE-S City rcierkV .--STAIE OF' GEORGIA COUNTY OF FULTON DEVELOPER: OLEUM,INC. rgia corporation Its President CITY OF WINTER SPRINGS, a Florida Municipal Corporation, B~ c -r;ACEY Mayor APPROVED AS TO FORM AND LEGALITY FOR THE CITY OF WINTER SP~-- ANTHONY A. GARGANESE, CITY ATTORNEY The foregoing instrument was acknowledged before ~ s __ day of -----~ 2013, by , as ~RaceTrac Petroleum, Inc., a Georgia corporation who is personally kno to me or who has produced (NOTARY SEAL) 8 Notary Public Signature (Name typed, printed or stamped) Notary Public, State of Georgia Commission No.: --------~ My Commission Expires: 194 J WITNESSES: Al IES'f ("SeHl): By:~~~~~~~~~~ ANDREA LORENZO-LUACES City Clerk DEVELOPER: CffY OF WINmR SPIUNGS a Flo . Municipal Corporation, APPROVED AS TO FORM AND LEGALITY FOR THE CITY OF WINTER SPRINGS ONLY: --------------~AN~'l~'H~ONY A. GARGANESE, L---CITY AT'fO~m:t"l-m&.Y~-------- STATE OF GEORGIA COUNTY OF FULTON 0. . The foregoing instrument was acknowled~d before me this 4~ day of V.._Qf_I \ , 2013, by Y\Ao...l 11.N\W , as Jt~± ofRaceTrac Petroleum, Inc., a Geollgia corporation who is personally known to me or who has produced as identification. ~~~~~~~~~~~~~~~~- 8 Notary Public, State of Georgia Commission No.: ~~~~~~~~~ My Commission Expires: 2·1· 20\lt 195 Exhibit "A" The Property 9 196 Legal Description: ) Exh ibit 11 A" lEGIB!LITY UNSAT!SF,ACIOID !FOR SCANNING / 197 Exhibit "B" The Winter Springs Property .J 10 198 Exhibit "B" LEGAL DESCRIPTION A TRACT OF LAND, LOCATED IN THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 20 SOUTH, RANGE 30 EAST AND BEING ALL OF THAT CERTAIN QUIT CLAIM DEED, AS RECORDED IN OFFICIAL RECORDS BOOK 7748, PAGE 810 AND THAT CERTAIN WARRANTY DEED, AS RECORDED IN OFFICIAL RECORDS BOOK 2069, PAGE 1486 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. BEING DESCRIBED AS FOLLOWS: COMMENCE ATTHE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 22, FOR A POINT OF REFERENCE; THENCE RUN SOUTH 89.23'35" WEST, ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 22, A DISTANCE OF 30.00 FEET; THENCE DEPARTING SAID SOUTH LINE, RUN NORTH 00°09'27" WEST, 100.00 FEET TOA POINT; THENCE RUN SOUTH 89°23'35" WEST, 8.19 FEET TO A POINT LYING ON THE WESTERLY RIGHT-OF-WAY LINE OF STATE ROAD 419, PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION 77070·2506 AND THE POINT OF BEGINNING; THENCE RUN SOUTH 89°23'35" WEST, 178.89 FEET TO A POINT; THENCE RUN NORTH 50°15'53" WEST, 136.21 FEET TO A POINT LYING ON SOUTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 15/600 (U.S. 17-92), PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION 77010; THENCE RUN NORTH 40°40'35" EAST, ALONG SOUTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 15/600 (U.S. 17-92), A DISTANCE OF 275.84 FEET; THENCE RUN SOUTH 49°19'25" EAST, ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 419, A DISTANCE OF 133.63 FEET TO A POINT LYING ON THE AFORESAID WESTERLY RIGHT-OF·WAY LINE OF STATE ROAD 419; THENCE RUN SOUTH 00°41'18" EAST, ALONG SAID WESTERLY RIGHT-OF-WAY LINE, 207.29 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED TRACT OF LAND, LIES IN SEMINOLE COUNTY, FLORIDA AND CONTAINS 1.276 ACRES, MORE OR LESS . 199 ) Exhibit "C" Concept Rendering 11 200 ,_ :i:: 0 }-\ ~ <;! ~ LL..:;;:;;; {/) -~;a;;; ~ :z;: U) c:::t: zo =:I (/.) r..: ~ ::::;~ 05 s ;;:a; Raceuac RaceTrac Petro leum, Inc 3225 Cumberland Blvd, SUl te 100 Atlanta, Georgia 30339 . Exh ibit"C" ©LEFT EXTERIOR ELEVATION ./ .l/l &"a= 1·-0· ,...-.. ®REAR EXTERIOR ELEVATION 3/rn·= r -o· 0 FRONT EXTERIOR ELEVATION 3/tr>-1· ... o· @RIGHT EXTER IOR ELEVATION ~/lfi-5" 1 ·-0· RACElllAC WINTER SPRINGS WINTER SPRINGS, FLORIDA J 201 Exhibit "D" Concept Site Plan 12 202 2 O SITEPLAN .~ ./,. --· C8AAC~1074-W}n l orSJl!in, f lili1iliii?1J&.) .... SR 17.S2 end SR 419 -~ 0 lf=-----i=,-Wl __ n __ ler 2sp:;:::rl:~::.:.•· Fl~oJtd=.,~:~. -ll ~~,ii=~~ ._.c;t-. -(77D) .+31 -l CIOO ,., •• &m.Wml'I' . .,......,,. -~-~..::.....~ ' ' """ ' ' """ ' ' """ ' """ ' ' """ ' ' """ ' ' .. OIQ"IJ m x :T 6' ;+ 203 UGlB1UTI UNSl\11Sf·l\C1JlID !FOR SC·A.NNING /' /,' ,// ,/' /' /' // /,' /,' // /,' ,Ao /' , /' ' , I' /' , ' / ,/ ~. ,/ ,/ /' / ,/ /' /' /' /' e ,/' / ~ / / , ,",f f&' / .... .. /' /' /' :r~ a I I D 'k .I\~' 0 7 •$1!.' I e SITE PLAN SIGN MARKERS MAY NOT BE TO SCALE. WINTER SPRINGS, FL .#1074 SCALE: I "=60' ~ 13-0046 R2 ihHl 1 Of 10 #1074 Sl\IVU•SP.'4lt WINTER.SPNNQ, fl - ll:a.~ IWSTEN HN11LT°"1 r..... PN1GOF1 hi s-IQMTALW1awt'~N1 1/17/U 1J. ..... ~c~i~=::::J:=~, mt !'IOOJMamllll'!\IDl"ftl11': IP:Ul'PRlllUHf.lnTDllJw:rnU.Ote'il ... U(L'UIUJIUDfJ.tnlllllilrfO,llW nmnou,mlllWllOllVllllTlOWIOll rC'Jiandl er sn1~ . ... ··-..... 1 ..... ~ ---_.. ... -=== ---,__.,._ --------lllllt-----~ --------~ .__.m•---.111 - ) -=== ---..._ ----.. -.. __. -== 204 :i ~ ~ LEGIBILITY UNSATl3FA~l0fil .IFO R SCA.I\! NIN G / ~ 0 :; "' ;.. ·~ ;::; "' ~r ~1 ~I ~ ... ... :.. ·~ .... i 7'-6' (CABINE'T) 7' (REVEAL) . I . ! I I 8'-0 ' (STONE CAP) I I I : i . . A a D!f INT. ILLUMINATED MONUMENTS V° 'W TWO (2) REQUIRED SCALE: lf2'; l"-11' • DECORATIVE TRIM -FAB . ALUM . RACETRAC DK-BRONZE (SEE FORMULA BELOW) -...... -- =1=1--- f'-IJ I NIJ 1 SW SW(aITToM '"'""''oot) M(;;filt~>i!W( 2~ :U 'ii 1:31 ~1J~l nE W l ~lt• G -0 I ., ..... '4 SS I 0 4;~r ""'"""" 17 I O YlD•pGa&d S7 I G1N9'NG,_ • RACElRAC (IWJn'U.Ull+OU'P) -....... ....... "'' x -·-..... ...... D.--•· ...-1n06H ..... ........ .... ... Exe HG Br1c.k: Unt.ls: £n:-8.ol.an:l1, ~Uno~ S~d 11 i,d Mml.Cump:skr"GIM e.:t: b rooor•Dborfnmt scope oE WQRK · ! ::::: I q 1· CSI TO MANUFACTURE AND INSTALL TWO (2) NEW INTERNALLY-UT D/F ALUMINUM CABINETS WITH 3" RETAINERS & DMDERS. FACES ARE WHITE POLYCARBONATE FACES & FIRST SURFACE APPLIED VINYL GRAPHICS. II 1 J I) 3M TRANSi IJCFNTYJNYl CO! ORS AREAS fOl I OWS · TOP-FACE • BACKGROUND IS I ST SURFACE APPLIED #3630-143 POPPY RED • BLUE OUTLINE AROUND 'RACETRAC' TO MATCH 3M # 180c SAPPHIRE • "RACETRAC', '®' , & STRIPE TO BE SHO-THRU WHITE. ILLUMINATED PRODUCT PANELS "REGULAR UNLEADED " TO BE OPAQUE BLACK VINYL OVER JM #363G-O 15 YELLOW VINYL BACKGROUND "DIESE~' TO BE SHOWTHRU WHITE WITH JM #3630-26 GREEN BKGD. 2) CSI TO PROVIDE SUPPORT PIPES AND FOOTINGS . 2) CABINET TO BE INTERIOR-LIT WITH HIGH-OUTPUT FLUORESCENT LAMPS . ALL ELECTRICAL PROVIDED BY G.C . ALL CONCRETE PADS AND MASONRY BY G.C. (BRICK AND STONE) STONE SASE TO MATCH BUILDING STONE 3) EIGHT (8) TOTAL S/F SUNSHINE ELECTRONIC PRICE CHANGE UNITS TO BE PROVIDED BY OWNER. (SEE NEXT SHEET FOR DETAILS). (2) CONDUITS TO SJGN FROM BUILDING l!Y CUSTOMER .-• ALL PRIMARY ELECTRICAL BY CUSTOMER CSI TO PROVIDE : (2) NEW STEEL PIPES ' 'I CSI TO PROVIDE : I :. (2) CONCRETE PIERS , ,~.i;;•: ~~~~~~~~~~~~~-.-· .. I ,: I ' I I i I i WINTER SPRINGS, FL #1074 ~ 13-0046 R2 lb•• 2 of 10 #1074 SR 17-92&SP.<tl9 WINTERSPRINGi. FL . ...... -:a.,;p. Kfm'TAL 'NIGHT lluo .... ....... ,.~ .. -...... _,..,._..._ llUnrmY.l.lDllflwso.IUW« ll:ifl'IDl.:IOTUllll.iW"llllll"I UQUOCMTICtmwmWWll!l. fil:~~:Jt"'"'Ti-35~21 --~ (~ ' ::; •' '• ~ (: --=== ---~-am..,._ ,.._.....,_ .. ~D_.. ,,__ __ ==........ "'==. -:--...... 09 _.._ "=== ........ ,....:-. --- ........ Coll -... ~ ~•111m •------...,.D lmf ~ 1 205 k'tGlBIUW UNSAT\SH1.C10ID .fOR SCANN\NG .r /~ S.UNSI-II~ !iOt SYl.VNJIE • SAltIT JOSEPrl, M•;sSQURl IA501 &1<i·1.l1-4<12_. • llOM12 1.G0 1J • tFI 016-212-5915 SUNSHINE.US.COM _.........,RS 60TrimFlon~a• a..o.RK11H4uy ~lrD 1 :-s-romln ~~~1"~l'b7.?P~~J t!i~1• Atlanta, GA 30339 .....,..__., Trim stde and bottom flanges as required to make lit fn 60 SF Sgn May require 1 ~·retalnerg and 1"centerdtvlderbar ~&DlaMi>ohi'· -· ··-1 L.ii..l's~ Digit Stze and Style: 28"LED Led Backlll Label Panel: None Digit Color. Red/Green Overall Cabinet Size: see above Cablnel Color. black Single or Double Fsca: Double (master/slave) ... RS 60·28RG (28" LED set for 20 SF Cabinet) Drop-In Cabinet wilh Mas/or/S/ava Control Orientation For install halp call: 800-821-9013 ext. 4216 lclliiiiii"i "Warranty: 2 year onsile perl8/labor "Conlrol: hard-wired handheld ·Constant 120V AC -mu•l be provided by oU\ers "lri•toll•llcn not lndudod ~~ ~ -. 15 amp 126v circuit on 24 hourll connected lo red unleaded and green diesel control boxes Tata l cur~rt draw= 10 amps (byoll>o,.) 11 H.indMkl conlmUer lh!ppedl.- conltOI box. Connect to POS lnterfKe bm: via cabin •upplled. All Diesel (green) control box dlrmmelon are lhe same as the Unleaded (red) control box ~ ,_-.n~n,......1~J1.·~,...m~t •t ak ~DPd ·~.-....Ct'll~lll~~~-ltl ~rf,,_IJ ....... ~.t;'~'*J1"'1a.s111~1"1- Km'6iu41~lTl.!l.Wmn.ti.WIUJ!&a:rrib ~aa- ~r-~a",....,.JMrt'-' .. ~"* ~.t~lnoC..holtD~~ UL .... _ ·~UD.•61111~1118.ft't WINTER SPRINGS. FL #107~ ~ 13-0046 R2 11h11.i 3 of 10 1111074 SR 17-92&SR419 WINTERSPRfNGS, FL ...... ICNSTENHAHllTQ. --""""" ~-i-»:iMTAL YtGn' AIMl'11UlNG .. 1/17/ll •.. ... ... _ "' ,.._ _. r:=r=~=-t( ~UD J)giUO!imlllD WW.Ul !::.i\ ll[l.lll.~IJ IUlWKll'll~1"AilQW (LOJ.'>:'1,.UDlirll!.Olti!J~~ ' -~ -I Al ~ •• I < ( • =..-n.: --------..._.. .... ----..-. ..... -_,,_ --....... ._a. __ ,. -----.,-.---a.. ~ _ .. _ --111-llloof!M. ---a--- 206 _) Exhibit "E" Billboard Sign Rendering 13 207 " , , /' ®lB\l\T'l UNSl'.\.T\Sf·AClOj,ll --lFOR SC·A.NN\NG / /, / /, / /' /' /' /, Exhibit "E" /' , ~11~ --1;·1: I\! tr ·I ~ · 1'1 11 . W SITE PLAN SIGN MARKERS MAY NOT BE TO SCALE. WINralSPOINGS, FL #1074 SCALE: 1"=60' ~ 13-0046 R2 :\httt 1 of 10 #1074 SR17-92&SR41' WINT'ERSPRINGS. FL KJUSTEN =r~':I U(WllJJllJKWA'lrl"'J"Q,l(W QlllJIO~UD UW llWllUTLDWKI• IGbmiD ~1 · __ -_-_-_" """"'• '·--_.:. ::..":::. -=== ---~m- -~~ -~-----°"* ---- ) --... ----........ -=== "'== 208 u,G,\B\L\l'i UMSl\l\Sf!>.CllM.\.l .fOR SC.·J\l\\N\NG _,, 273' 4 1116" ' ~~:i #1074 ~~::·~ J I I I l ;MZQ l l I l l ~· FRONT CANOPY ELEVATION SCALE: 3/6~" = 1 '·0" e-. ~ ----~-"fa'C,e7i::_ilc~~ ~n =r;.&&:}gz4 RL ugf --e LEFT SIDE CANOPY ELEVATION SCALE : 3/32' = I '-0" RIGHT SIDE CANOPY ELEVATION SCALE : 3132' ~ 1 '·0" c ~ ~~ 13-0046 R2 llKtt 4 of 10 #1074 SR 17·924SR .. 19 WINTER SPIUNGS, Fl ...... -,¥cw l<lrtSTAL wtGHT 1/17/ll ~~:m-C::~or ~ .. --I _.,~"I • •t (. :..~.:. --------~a---_.,_....,__...., -........,.._ ... _ .. __. ...... a. -----........... • ...._,...C----.. -... _ lllU.rprmi ....... .....,,.._ ":::::: 1 209 SECONDARY LE.D. WIRE JU MPER BETWEEN CABINETS; WIRES TRAVEL WITHIN 3/8" ------.. THREADED CONDUIT AT CABINET RETURN. LEG IBiUTI UNSATlSH~ClORV fOR SC-ANNING ./ NOTE: Weather proof disconnect switch required on one letter, to control all power supplies for letter set. W1"'1ERSfAING.S, FL #1074 ~ l"WIDE3M IBOSAPPHIREBLUESTRIPESSUPPUEDand INSTAll.ED (DIRECTLY ON CANOPY) ON EACH SIDE OF CHANNEL LETTERS by CHANDLER SIGNS • • . •. LIT CHANNEL CABINET ON A CLOUD BACKGROUND PANEL ~REE ( 3 ) SETS REQUIRED · MANUFACTURE & INSTALL SCALE: 318"~ 1'-0" 51 .0 SQ . FT. EACH SET "®" IS TO SE .063" ALUM . INTEGRATED INTO CLOUD llACKGROUNDwlth In. SURFACE. 3M #7n5-IO WHITE OPAQUE VINYL OVERLAY PRIMARY ELECTRICAL llY OTHERS (NOT INCLUDED llY CSI). 0441 ~ ~ l ~ of9 1n ~1m - 4003 I 5 ~ Mounting Clip Uses SloanLED 12 VDC Power Supply anm~nR~o ~ ... CHANDLER SIGNS TO INSTALL255'-7 1n' ± Lf O F SLOAN COLORLINE RED LE.D. TUBING FOR THREE ELEVATIONS AS SHOWN-TUBING DOES NOT GO BEHIND LETTIR SET CANOPY TO BE PAINTED RED w/ BLUE & WHITE STRIPE BY OTHERS FIELD SURVEY EXISTING CANOPY DIMENSIONS PRIOR TO FABRICATION OF L.E.D. TUBING. SPECS PER CUSTOMER !IJ..~ INSTALL IN ACCORDANCE WI NATIONAL ELECTRIC CODES .050" ALUM. CHANNEL LETTERS RETURNS TS" PAIN1"0 PMS 485 C, RED AND .063" ALUM . BACKS -INSIDE OF BACKS AND RETURNS ~ PRE-FINISHED LE.P. WHITE l"BLUEJEWELITETRIMCAP ---. I NON· CORROSIVE METALMOUNTING ~ ANCHORS BOLTS COMPATIBLE WI WJoU CONSTilUCTlONS . I BT' WHITE CYRO ACl\YLITE ACRYLIC FACES WITH I ST SURF. 3M #I BOC-37 SAPPHIRE BLUE OPAQUE VINYL OllTLINE OVERLAYS IN1"RNAL ILLUMINATION WITH WHITE SLOAN l > 14 VALUE-LINE PLUS LEDs ELECTRICAL PRIMARYTHRU W' DIA. ------li-----'11-' SEALTITE (ELECT. HOOK.UP BY CHANDLER TO EXISTING PRIMARY PROVIDED BY CUSTOMER)· SEAL Joli WloU PENETRATIONS WITH CONSTRUCTION GRADE SILICONE CAULX REMOTE LE .D. POWER SUPPLIES Y." DIA. WEEP HOLES IN LOW POINTS ------ll"" OF LETTERS (MIN. (2 ) PER LETTI:R )- ALUMINUM LIGHT SCREENS AT EACH WEEP HOLE TO PREVENT UGHT LEAKS .06l" ALUM . BACKGROUND PANEL I PAINTED PMS 4BSc RED LETTER SECTION N.T.S. ~ 13-0046 R2 Mtl 5 of 10 ~1074 SR 17-92ASR419 W1NT'ER SPRJNGS, fl ~~::~=,.,:~. ~·:~=.:~.:.Tl ~::rr-:r,-fll ~ --l " l ,,,.' l ' --.. --.... Ull!Cm ,__ c.. .... .-. ---im--..n:·'lll!IU ---"'.._,_..._ --._,,_ -------_... ... __ .. u-.. .. c.. -_..__ ...- .... m • ..,._ ---n-....._ 1 210 =~·~ !:;;() ~ ,,, !:i~ o!;; J: w :2 !::: ::!~ s~ zo ffi~ H~ WW u> olS TOPYIEW I IO' I D/F PUMP NUMBER FLAG DETAIL A PUMP NUMBER FLAG SET ~ 3"= I'~" V ONE (I) OF EACH -20 TOTAL REQ 'O. -MANUFACTURE AND IN STALL WilBiUfY UNSA.TlSff\GTORY ·--[OR SCANNING .;~ ALL EVEN# FLAGS ~ TOPV>EW II c::::::: w:: • 14'' DIA MOUNTING HOLES I" FROM TOP & BOTIOM WINTEI SPRINGS, fl #1074 TOP DETAIL @ COLUMN <n'P.) I "· I'~" SIDE VIEW TWO (l) TAPCON FASTENERS W/ PAINTED TO MATCH PMS #485 RED HEADS . ~·PLACE FASTENERS ·AWAY FROM BRICK CORNER TO AVOID BRlcK FAILURE.:'A1SO. DIRECTION"OF FLANGES TO BE'.0£11:1\MIN.Ef? BY FJELD SURVEY "TYPICAL • : ~HS 3/4'= l '-0" 0.79 SQ. FT. EACH PANEL PUMP TOPPER by CUSTOMER , __________________ ,/ END VIEW 3/16"=1'-0" COLORS SPECIFICATION : .090 ALUMINUN BLANK PAINTED RED 3M 3650-10 WHITE VINYL NUMBERS & STRIPES 3M 7n5-37 SAPPHIRE BLUE 485 RED D WHITE ~ l.Jl.EJ.!:6!Ll.tfZ.1.!:l 13~6Rl lhtt• 6 of 10 .W J07'4 SR 17-92&SR419 W1NTEfl SPRINGS, FL ..... -- 1~-1117113 .04\'tM lJIUiT#A'd>l~llUL .. nmm:a.~tJi.lllM:AIDLroilN ~;r,:::~~l.;.iJ'"DTii -...... ~ u•c ~ .. • "c • .,... ----_.. ... '-'. ............ -----~i-..~ --'Ill------_,,_ .. --.-~"-""'~ --~a.:mo ---A..,_..-ir.. ---_ .. _ --....... _ .. _ ..... ._ ---_ ,._ .. _ 211 Exhibit "F" Principal Building Signage Rendering ) 14 212 r !mllUUlY lJNSATISfACtO R\t ,, --....._ iEOR SCANNING , /' /' Exhibit "F" 1 I l ii\' •.:: ~~ .: 11:.~i L :~!?· t CD .~ SITE PLAN SIGN MARKERS MAY NOT BE TO SCALE. WINTER.SPRINGS. FL #107'4 SCALE: I "=60' ~ 13-0046 R2 !ilm 1 of 10 ~1074 SR 17·92 & SR 419 WINTER SPRINGS, FL i<m-•• KRISTENHAMILT~ '--PAMGOFr Dmptr l<RYSTAL WIGHT ARMSTRONC ... 1/17/ll ~ ., tll p...;iJ ..... , r~~~=~,~W:~u 111l..lfliltlH~11!M'PIJWIETH!t"; Uflt!W lt."p;JmUnttmLUlllLltdl.lft. ~ri/.~r~~=~y l~~"."IJ~jpfcfil'SN -•-<' , .. :.n••'" ,~------tt------........ ft,.,. -------------........,_ ,__ =~a. ---.......... ·--"== ----=.-:::u.~ ------ ) 213 ! - 57.9 SQ. Fr +I· .&£filBruw UNSATISF·AGTORY ·---. J[OR SCMINING 57.7 SQ. Fr +I· lil l' I' .I 61 NORTH ELEVATION 1/16 .. = 1'-0" EAST ELEVATION 6JSO.FT +I· SOUTH ELEVATION 1/16" = 1'-0" v ! WINTER SPRINGS, FL #1074 ~ 13-0046 R2 h•• 7 of 10 #107-4 SR 17·9l&SR4/'J WINTERSPRING.s, FL ~~-KfWTEN HAMILTOf'.o P"'1Ci0ffl kic-Klt'm'Al WIGHT Afl.MSTll,ONC IJ1.11 1117/13 1 .... .. ""'"""' ..... ~=ti:-===•~u.r l!ll.-IUUCP~•,U:W.Jilllll.11": lt'lraLllD.IOtHl52.IDi"A ffTWomUILNl!t w=~~=-~~~ ~ ~~-• ~rr ., .. ~• --... --_,,_ ---------... --.'Ill .. --=-..~-----.......... ...,06 --· --......... --""----___,_ ---r• .. m• ... --......... -- 214 l.E_Gl_BILITY UNSATlSF·AGTOR~ .FOR SC-ANNING Icon Graphics: ~ .. ft ~r.RJ;J1Sli•JlTRI ~lllffih _:):;;@~ ·-~·· ..... .. wm:E ~~~ ~v a HOTDQG ,\J'IP\.E Awning Colors: NEW AWING SPECS CUf' OF'C:E CRfAV . ~"'~~~,...,.. &fim.•·i a.\!~~1-.ff ...,r,,.., ....,,..~ 0 0.Y·lhtOO:MO ~~~:~"'1\o F nt ~ ~.,!lfflP~o ~JI.: ~.;a ~"""'°'"" OJVJ< CPcl ~; .,. ~. "'' in: 15'.0" 111'-.S~ AWNIJllGC 10'·0' Awning Sizes • 10'.-!I' 10•.(I• '<WNJNGF SCALE 3/16" -12" [.f..lNTER5flUNGS. FL] #1074 ·~·.o- ~ 13-0046 R2 lhHI 8 of 10 #1074 SR 17·921.SR419 WINTERSPRINGS, FL "" ... '-- ~~~T~~ !~S::Yi~: TI~if?Di:~: ---< -" ''c. .. _ --_.,.,.,, -..,..__ .. -,.._ --1 .. ---.--,_,._ ~-=== --...... a. ---_,,_ ---------a-.. _ -.-.111-.--":::::::: ....... _ 215 ~ t1_Q\B\U1'l m~sf\1\Sf·l\ClORY ~OR SC·~NN\NG · 15'-3 718" FIELD VERIFY LENGTH OF MULLION I ~ ii !! p : .,, --------··---------------ri 1. 1: AA UT CHANNEL CABINET ON CUSTOMER-PROVIDED STRUCTURE SCALE : w·= l'-0" WW lWO ( 2 ) SETS REQUIRED -MANUFACTURE & INSTAll. 42 SQ. FT. EA. "QI)" IS TO BE .063" ALUM. VHB MOUNTED with I st. SURFACE. JM #n2S-I 0 WHITE OPAQUE VINYL OVERLAY PRIMARY ELECTRICAL BY OTHERS (NOT INCLUDED BY CS!). SECONDARY JUMP BETWEEN "RACE" & "TRAC" LOCATED BEHIND BKGD. PANEL H,$.5, TUBE (BYOTHE~ SPECS PER CUSTOMER .063. ALUM. BACKS PRE-RNISHEO WHITE ~· . 050" Al.lJM. LETTER RETURNS PTD. PMS 485 C ~j ......,, -....._ OlffilOE & PRE-FINISHED LE • WHllC IN•OE. "'- l" SLUEjEWEUTETRIM ---------.-~~--,V .187' WHITE CYRO ACRYUTE ACRYLIC FACES wl ISTSUAAJM #180Cl7SAPPHIREBLUE OPAQUE VINYL. OVTUNE OVEIU.AYS INTERNAL ILLUMINATION WITH WHITE SWAN • VLPLUS LEDs [ W1'1TERSPAINGS, FLl #1074 J ,. ElECllUCALPRll"'\AAY'THRU '.I\" Oil\. SW.1TTE ---+--~ I I C:;r--..,WINDOW (ELECT. HOOK·UP BY CHANDLER TO EXISTING PRIMARY PROVJOED BY CUSTOMER) • SEAi.All PENETRATIONS WITH CONSTllUCTION GRACE SILICONE CAULK NON-CORROSIVE METAL MOUNTING ANCHORS _j_ __ _.,~~.)j SCREWS INTO SQUAAE TUBE BETWEEN WINDOW MUWONS SB..f.CONTAJNED l.ED. POWER SUPPUES W' DlA. WEEP HOLES IN LDW PO!NT5 h OF LETTERS (MIN. ( 2) PER L.ETTEA) • ALUMINUM UGHr SCREENS AT EACH WEEP HOLE TO PREVENT UGHT LEAkS .°'1'' Al.Uf'l,aAC li:;GPpUNOPAN EL ----------! PAINTED PMS 48Sc RED GLASSSTOREFRONT --------------- M UW.O~ ~ STRUCT\JRE (BY CUSTOMER) ELECTRICAL RUNS INSIOE. LETTER SECTION N.T.S. .!.!.b.~ INSTALL IN l'CCORDANCE WI NATIONAL ELECTRIC COD~ ~ 13-0046 R2 \Ifft 9 of 10 #1074 SR 11·92&Sfl419 W1NTERSPRINGS, FL ....... ~tw-111.TO: ,_._ .....,.,.,., ~-~AL "MGMT AilHml."lfo.H' ... 1117113 .... ....... -- ~-~,=~llfi ~~~-:~~~~~Im. ~~ ... i:.~~ ~ .. ,..., ( r " '\, '"~' I I~ " --_ .. _ "==== -----..-.... -m-.. -------== ..... " .. '==.!WI ..... ...... ~. ._._.. D..._.,....Gom ---u-.. -=.-::... ........ --- ---- 216 (IGIBIUTY UNSATISF·ACTQln .!FOR SCANNING 101~0· 0 S/F INT. LIT SIGN & FCO LTRS. ONE ( I ) SET REQUIRED -MANUFACTURE & INSTALL . Race7;'ac.-. -· . -·----.. ··-· --·-... SCALE: !h"=l '-0" 56.25 SQ. FT. EA. •NOTE: SIMULATION OF LIGHTING EFFECT AT NIGHTTIME ONLY. 5/F WALL CABINET SIGN: FACE: -CLEAR FORMED AND EMBOSSED POLYCARBONATE FACE, -RED STRIPES ONLY: TO BE DIGITALLY PRINTED ALTERNATING PMS #485 C & PMS # 1805 C. -EMBOSSED BLUE I WHITE COPY AND WHITE BORDER TO BE PAINTED WHITE AND TO MATCH PMS 280 BLUE. -I" LIP TO MATCH PMS#485 C. RED FITS OVER ALUM. CABINET. ALUM. CABINET: RETURNS PTM PMS 280 BLUE INSIDE PAINTED WITH LE.P. THERE IS A CUT-OUT ALONG THE BOTTOM FILLER TO ALLOW DOWN-LIGHTING OF THE F.C.O. COPY BELOW. COVER OPENING WITH WHITE LEXAN. INTERNAL ILLUMINATION: 8300 WHITE LE.D. ILLUMINATION -MUST PROVIDE ADEQUATE LIGHTING THRU BOTTOM TRANSLUCENT RETURNS. MOUNTING: FLUSH MOUNTED TO WALL WITH NON- CORROSIVE FASTENERS. 'FRESHLY BREWED COFFEE" & HORIZ. BANDS 1/4" THK. FCO. ALUM. LETTERS PTO. MATTHEWS BRUSHED ALUM. FLUSH STUD I SILICONE MOUNTED TO WALL G.C. IS TO PROVIDE PRIMARY ELECTRICAL 1·J~ ., I II I WINTERSPRINGS, FL #1074 ~ 13-0046 R2 ~Hr 10 of 10 #1074 SR 17-92&SR4/9 WINTER.SPRINGS, FL Ir,. KRISTEN HAHILTor. ,DaiJr.ir KRYSTAL WIGHT ARHSTRON ... 1117113 l.l M:li\r,•Ut;lllJll.Lfla,.1,t'JI' Djllll[J,l,&n11;W11:111mtLWJ::M ~ -". < "''::; 'r\ ' ~ < •• ... __ ----~--------=== ~1!11-.ulo ...... .-......-:---.......... _ ...__, .. _ ........ o. ------------_ .. _ ... _ ......... 11¥!11a-.. ---~ -- 217