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HAPB Agenda 08/20/2021CiQMV CiOLiYlty I-,Tc14011J_1 COLLIER COUNTY HISTORIC/ARCHAEOLOGICAL PRESERVATION BOARD WILL MEET AT9:15 AM, FRIDAY, August 20, 2021 AT THE COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT — DIVISION OF PLANNING & ZONING, CONFERENCE ROOM 610, LOCATED AT 2800 NORTH HORSESHOE DRIVE, NAPLES, FLORIDA. NOTE: ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THIS BOARD WILL NEED A RECORD OF THE PROCEEDINGS PERTAINING THERETO, AND THEREFORE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. Any person in need of a verbatim record of the meeting may request a copy of the audio recording from the Collier County Growth Management Division Department of Planning and Zoning. ALL MATERIAL USED IN PRESENTATIONS BEFORE THE HAPB WILL BECOME A PERMANENT PART OF THE RECORD. THESE MATERIALS WILL BE AVAILABLE FOR PRESENTATION TO THE BOARD OF COUNTY COMMISSIONERS. 1. ROLL CALL/ATTENDANCE 2. ADDENDA TO THE AGENDA 3. APPROVAL OF THE AGENDA 4. APPROVAL OF MINUTES: May 21, 2021 5. OLD BUSINESS: A. Goodlette/Pine Ridge Road (Plot W) historic designation B. Indian Hill Site on Marco Island 6. NEW BUSINESS: A. Everglades Society for Historic Preservation (ESHP) presentation of the Business Plan for the Bank of Everglades (BOE) Building 7. REVIEW OF PROJECT AND ACTIVITY LOG: 8. PUBLIC COMMENTS: 9. HAPB COMMENTS: 10. ADJOURNMENT: May 21, 2021 MINUTES OF THE MEETING OF THE COLLIER COUNTY HISTORICAL/ARCHAEOLOGICAL PRESERVATION BOARD Naples, Florida, May 21, 2021 LET IT BE REMEMBERED, the Collier County Historical/Archaeological Preservation Board in and for the County of Collier, having conducted business herein, met on this date at 9:15 A.M. in REGULAR SESSION at the Collier County Growth Management Division — Planning and Regulation, Conference Room #610, 2800 North Horseshoe Drive, Naples, Florida with the following members present: CHAIRMAN: Eugene Erjavec Elizabeth Perdichizzi Barry O'Brien Patricia Sherry George Thompson Austin Bell James Bennett ALSO PRESENT: Ray Bellows, Planning Manager, Zoning Services Timothy Finn, Principal Planner Sean Kingston, Senior Planner May 21, 2021 1. Roll Call/Attendance: Chairman Erjavec called the meeting to order at 9:18am, roll call was taken and a quorum was established. 2. Addenda to Agenda Mr. Bellows reported discussion of a letter from the Marco Island Historical Society (MIHS) to the City of Marco Island should occur under Item 5.D. 3. Approval of Agenda Mr. Thompson moved to approve the Agenda subject to the addition of Item 5.D — MIHS Letter. Second by Ms. Sherry. Carried unanimously 7 — 0. 4. Approval of Minutes: April 16, 2021 Mr. Thompson moved to approve the minutes of the April 16, 2021 meeting subject to the following change: • Item 5.1), Line 8 and 10 —from "...City..." to "...County..." Second by Bell. Carried unanimously 7 — 0. 5. Old Business A. Goodlette/Pine Ridge Road (Plot W) historic designation Amanda Townsend, Director of Museums provided the update noting: • There is a cemetery area dating back to the 1930's which spans the area from US41 to the railroad tracks located on Pine Ridge Road. • Much of the area has now been developed and in private ownership but there are a few plotted areas remaining with some of the remains relocated over time. • The County currently owns and maintains Unit B (Rosemary Cemetery) and is trying to obtain title to Units W and N. • The last historical record was a survey conducted in 1966 and it is unlikely any use of the area for this purpose occurred before it was developed in 1930 • She will provide updates as they become available. B. Horse Creek Historic Marker update by Chair Chairman Erjavec reported: • He visited the preserve site last week located on Old Tamiami Trail in the Horse Creek development. The preserve contains remnants of Tamiami Trail and the Association, when it was developed was required to provide signage in the area notifying the public of the old roadway. The area is not very accessible, lacks parking availability, is gated with a sign posted about the Trail and also is the site of a tortoise sanctuary. There was a marker on the site at one time which contained more detailed information, however it disappeared and the concept was to have it replaced in some format, however the Homeowners Association has shown little interest in the efforts. During Board discussion, it was noted: • The area in question is protected as preserve lands and not threatened by development, is accessible however there is no parking at the location. 2 May 21, 2021 The homeowners association has complied with the County requirements to preserve the area and install a sign. One measure which may want to be considered is adding a photographic to the next printing of the brochure given the site is listed in the publication. Consideration may want to be given to pursuing a walking trail for the area, however there is no parking available, a trail does exist and it may not be beneficial to introduce a lot of foot traffic given it is a tortoise sanctuary. Mr. Bellows noted the site is not designated as a historic site by the Board of County Commissioners and the homeowners association is in conformance with the permit requirements for preservation and signage. Chairman Erjavec moved to remove the item from the Activity Log and revisit it when the Guide to Historic Sites in Collier County is updated to determine any further measures which may want to be taken. Second by Mr. Thompson. Carried unanimously 7 — 0. C. Indian Hill Site on Marco Island Chairman Erjavec provided an update on the site noting: • Historically, he has been communicating with representatives of the City of Marco Island in attempts to arrange a meeting on the parcels of land in the area in order to discuss its preservation, however to date has not had the meeting. • The area in question contains 4 - 5 lots with burial sites over 2,000 old or other sites with historic relics which have been disturbed over the past 80 years as Marco Island has been developed. • In addition to the burial sites, the Barfield home, an observation tower, and old hotel site were located on the lots over the course of time. • A current owner of one of the lots is aware of the historic nature of his site and been taking measures to protect it. The Board noted at this point, it would be beneficial to await the City of Marco Island's response to the Marco Island Historical Society's letter on the feasibility of a Memorandum of Understanding (MOU) between the City of Marco Island and Collier County for historic preservation. D. Letter by Marco Island Historical Society Mr. Bell reported (as noted above) a letter (dated May 19, 2021) was sent to the City of Marco Island by the MIHS proposing a MOU between the City of Marco Island and Collier County for Historic preservation purposes. 6. New Business None 7. Review of Project and Activity Log The Board reviewed the "Collier County Archeological and Preservation Board Project Activity Tracking Log (Revised on 516121). " 8. Public Comment May 21, 2021 None 9. HAPB Comments Mr. Bell reported he met with archeologist Bob Carr turned over 40 boxes of Marco Island relics to the MIHS and an intern is being engaged to assist in cataloging the items. The items are mostly from the Old Marco Inn and Caxambas areas. Mr. Bennett commented on the importance of undertaking measures for public awareness of the County's historic assets to help improve visitation to the sites and County Museums. Meeting Schedule Ms. Perdichizzi moved to cancel the June meeting. Second by Ms. Sherry. Carried unanimously 7 — 0. The next meeting will be held on July 16th, 2021. There being no further business for the good of the County, the meeting was adjourned at 10:05A.M. HISTORICAL/ARCHAEOLOGICAL PRESERVATION BOARD Chairman, Eugene Erjavec These meeting notes approved by the Board/Committee on as presented or as amended 4 COLLIER COUNTY HISTORIC AND ARCHAEOLOGICAL PRESERVATION BOARD PROJECT & ACTIVITY TRACKING LOG (Revised on 613012021) Projects: PETITION PETITION ACCEPTED REVIEW COMMENT RESUB DATE SECOND HAPB HEARING BCC DATE HAPB/STAFF COMMENTS NUMBER TYPE DATE DUE DATE LETTER SENT REVIEW DATES ACTIVE ITEMS At March HAPB, Museum Director (Ms. Townsend) reported there is no real movement, but had a conversation with with County Attorney. She says they would consider a quit claim to transfer the property and that the County owns Plot B and are trying to get ownership of Plots W and N. At April HAPB, it has been determined that County 11/20/20 Attorney is comfortable moving forward with a quit claim Rosemary Cemetery (Plot W) 2/19/21 deed. Museum Director stated their next task is to create a Historic Designation N/A N/A N/A N/A N/A N/A N/A 3/19/21 N/A business plan for the County Manager's review. At May 4/16/21 HAPB, Museum Director reported the existence of a 5/21/21 cemetery now largely developed and under private ownership. The County owns Unit B (Plot W) and is trying to obtain title to Units W and N. The last historical record was a survey conducted in 1966. In March, The HAPB indicated that this site is a good example of why an interlocal agreement would be helpful. Chair stated in March HAPB that they are attempting to organize what they can do with the status. It is a burial ground which has had many disturbances. There is a lot of activity and it is getting bigger. The damage is done and now they need to decide how to proceed with preservation. Will attempt to have conversations with nonprofits about how to preserve it. At April HAPB, Mr. Erjavec noted why 3/19/21 the site is of historic significance. Mr. Bellows suggested to z Indian Hill Site on Marco Island N/A N/A N/A N/A N/A N/A N/A 4/16/21 N/A contact the City to see what can be done from a growth 5/21/21 management standpoint. Mr. Erjavec agreed to do this and suggested the Board pursue it at next HAPB. At May HAPB, Chairman Erjavec provided an update, noting a 2,000 year old burial site as well as other sites with historic relics. HAPB will wait on City of Marco Island's response to the agreement letter before pursuing preservation. COLLIER COUNTY HISTORIC AND ARCHAEOLOGICAL PRESERVATION BOARD COMPLETED PROJECTS Board Chair (Mr. Erjavec) in March HAPB said he spoke with the management company and they were going to reach out to their board and get back to him. He will make another call to them. At April HAPB, Mr. Erjavec reported no contact has been made. Mr. Erjavec requested Mr. Bellows to provide a plot 10/19/01 or other documentation so the City can take responsibility 2/15/12 for the signage and will look at a budget to discuss future 9/18/13 plans and actions next month. At May HAPB, Board Chair Horse Creek Estates Historic N/A HD N/A N/A N/A N/A N/A 11/20/20 N/A reported he visited the preserve site last week located on Marker & Designation 2/19/21 Old Tamiami Trai in the Horse Creek development. Noted 3/19/21 in discussion was its natural beauty, status as a tortoise 4/16/21 sanctuary, compliance with HOA for preservation, and 5/21/21 interest in retaining it as a walking trail. Chair moved to take it off the activity log and elaborate on the next update to the HAPB Historic Sites Brochure; carried unanimously 7 0. At March HAPB, vote was received to submit the letter and it will be signed by Austin Bell and proper offices, and then it will be submitted. Zoning Manager stated the Attorney's Interlocal Agreement with the office will start on it. At April z City of Marco Island N/A N/A 6/8/11 Pending Pending Pending Pending ON HOLD N/A HAPB, Mr. Bellows confirmed that the letter has been submitted to the City and we are waiting for their response. At March HAPB, Staff to discuss with HAPB Chair outcome of latest approval in March of Gladyvette Benarroch regarding comments from County Attorney. 2/19/21 At April HAPB, motion carried 4 in favor, 1 opposed to 3 HAPB Vacancy Status N/A N/A N/A N/A N/A N/A N/A 3/19/21 N/A renominate James Bennett to fill the Board vacancy. COLLIER COUNTY HISTORIC AND ARCHAEOLOGICAL PRESERVATION BOARD At March HAPB, Museum Director said she will not put this off any longer and she has emailed the architect plans. She will have more information at next meeting. Chair said he'd vote on it next meeting. This project includes three small cottages which need to be restored. See comprehensive 11/20/20 plan in meeting materials. At April HAPB Mar -Good Harbor Park 2/19/21 , Museum Director made a presentation regarding the site, 4 cottages COA N/A N/A N/A N/A N/A N/A N/A 3/19/21 N/A and stated an architect was hired for site assessment, 4/16/21 report, and recommendations, then requested the Board approve the Certificate of Appropriateness. Board approved 5-0. Immokalee Solar Farm PL202000 2/19/21 Approved unanimously 4-0 @ HAPB 3/19/2021. All 5 Cultural Assessment 01865 CU 3/19/21 reviews approved; CityView Status: Hearing Process - Open for Uploads Seminole Trail Government PL201900 Approved unanimously 4-0 @ HAPB 3/19/2021. CityView 6 Center Cultural Resource 00360 Cu 3/19/21 Status: Resubmit - Open for Uploads Survey and Assessment 7 Roberts Ranch COA N/A is pending. 8 Historic Guide 2019/2020 N/A N/A N/A N/A N/A N/A N/A N/A _Application N/A The printed copied have been delivered. Staff is working to Update distribute of other County agencies. Rivergrass Village SRA PL201900 SRA Overview on next meeting. 9 (Formally Town of Rural Lands 00044 (Village) 2/7/19 03/07/19 N/A N/A N/A N/A 2/25/20 West) 10 Historic Guide N/A N/A Done Done Done Done Done 12/19/12 N/A Completed; Distributing Copies from the second printing PL- The HABB recommended approval of the historic 1 1 Pepper Ranch Hunting Lodge 20160000 HD N/A N/A N/A N/A N/A 1/20/16 12/12/17 designation application. The BCC designated the structure 438 historic with the adoption of Resolution 17-248 The BCC approved Resolution No: 08-139. The HAPB 12 The Bula Mission AR-2008- HD 2/29/08 3/14/08 3/15/08 N/A N/A 11/21/07 5/13/08 subsequently issued a COA to demolish the structure since 12981 it was deemed unsafe. The mission was demolished in 2011. 13 JT's Island Store AR-2008- HD 2/29/08 3/14/08 3/15/08 N/A N/A 11/21/07 5/13/08 The BCC approved Resolution No: 08-138 12980 14 Nehrling's Tropical Garden AR-2007- HD 6/5/07 6/19/07 9/19/2007 N/A N/A 3/21/07 10/28/08 The BCC approved Resolution No: 08-317 11828 COLLIER COUNTY HISTORIC AND ARCHAEOLOGICAL PRESERVATION BOARD Hart Cottage on Keewaydin AR-2006- HD 11/15/06 The BCC approved Resolution No: 07-150; The HAPB 15 Island [Fascher House] 10449 COA 9/7/06 9/21/06 9/22/2006 4/18/2007 5/2/2007 7/18/12 6/12/07 voted to approve a COA allowing the owner to demolish the subject condemed historic structure. 16 North Naples Country Club AR-2003- HD 2/29/03 3/29/03 3/29/03 4/6/2003 4/16/2003 4/16/03 5/21/03 The HAPB voted 4 to 0 to reject the application for Historic 4796 Designation 17 Robert's Ranch (Tract D) AR-2001- HD 1/19/01 5/8/01 The BCC approved Resolution No: 01-180 0404 18 Stewards of Heritage Award N/A N/A N/A N/A N/A N/A N/A N/A N/A The Florida Archaeological Council award to HAPB 19 Old Marco Inn HD-98-1 HD 3/10/98 3/10/1998 N/A N/A 4/17/98 8/10/98 The City of Marco Island approved Resolution Number: 98- 24. Old Marco Inn Redevelopment COA-2018- A site visit was held on 3-21-18 and the HAPB 20 Plans 01 COA 3/18/18 4/18/2018 N/A N/A 4/18/18 N/A subsequantely approved a COA for the proposed changes to the inn. Morris Property - 151 The BCC denied the request by the HAPB to designate an 21 Smallwood Drive (Initiated by HD-97-02 HD 05/29/97 6/20/97 9/22/97 N/A N/A 10/24/97 1/27/98 archaeological shell work as locally significant because the the HAPB) site was previously impacted by development and the property opposed designation. 22 Roberts Ranch (Tract E) HD-97-01 HD 06/02/97 7/2/97 7/3/97 N/A N/A 5/9/97 9/16/97 The BCC approved Resolution No: 97-358 23 Captain John Horr's Residence HD-95-1 HD 2/10/95 3/13/95 3/13/95 10/3/1995 11/3/1995 3/13/95 1/16/96 The BCC approved Resolution No: 96-20. The site was also placed on the National Register of Historic Places. 24 Ochopee Post Office HD-94-1 HD 6/16/94 7/16/94 7/20/94 N/A N/A 8/17/94 9/27/94 The BCC approved Resolution Number: 94-706 25 Rosemary Cemetery HD-93-3 HD 11/8/93 11/23/93 11/23/93 N/A N/A 9/10/93 12/21/93 The BCC approved Resolution Number: 93-614 26 Margood Park Historic AR-2006- HD 10/18/06 11/15/06 12/20/06 1/17/2007 2/28/2007 6/18/14 1/13/15 The BCC designated as an historic site with the adoption of Designation 10679 Resolution Number: 2015-15 27 Ted Smallwood's Store HD-93-2 HD 6/22/93 7/15/93 8/4/93 N/A N/A 8/13/93 9/13/93 The BCC approved Resolution Number: 93-387 The BCC approved Resolution Number 93-230; A COA 28 Weaver's Station HD-93-1 HD 9/10/93 9/15/93 5/15/93 N/A N/A 5/25/93 6/8/93 was approved to allow a museum addition but the structure was destroyed by Hurricane Andrew. The HAPB voted not to recommend that the subject 318 Mamie Street Historic HAPB property be designated since the property owner opposed 29 Designation (Initiated by the N/A HD Notice N/A N/A N/A N/A 5/20/15 N/A the designation and because the site was previously HAPB) Letter impacted by development. The applicant has been informed of this decision. 30 Update the H/A Probability N/A N/A N/A N/A N/A N/A N/A 1/17/20 N/A The HAPB approved the updated maps during their 1/17/20 Maps - 2020 meeting Add H/A Probability Maps to The H/A Probability Map data has been added to the GIS 31 the County's GIS - Update N/A N/A N/A N/A N/A N/A N/A 3/19/14 & N/A database for staff use. Map updated to include Florida Maps 2019 Master Site data. Everglades Society for Historic Preservation ESHP BUSINESS PLAN FOR THE BANK OF EVERGLADES BUILDING The Bank of Everglades Building Circa 1927 q, logo ur I q %ovo n �■ 11 .. so 9i This presentation and complete details about our organization can be found on ourwebsites: About ESHP: www.eshp.org About the Bank: www.SaveBoE.com ESHP Business Plan Updated 6-8-2021 Bank of Everglades Building Renovation In 2018, the Florida Preservationist chose The Bank of Everglades Building as one of eleven historic buildings in Florida that must be saved. In March 2021, the building was gifted to The Everglades Society for Historic Preservation (ESHP) for use as a public space. The building, once renovated, will become the permanent home for the Everglades Area Visitor Center and Trail Town Headquarters serving southern Collier County including Everglades City, Chokoloskee, Ochopee, Big Cypress and the 10,000 Islands (on the 1 st floor). The 2nd floor will provide -l ,700 SQFT of retail space (4 to 6 suites) for visitor/tourism-focused businesses ESHP Business Plan Updated 6-8-2021 ESHP's mission is to preserve historic sites, structures, documents, artifacts and memories within the Everglades area. i i The Bank of Everglades Building project mission is to provide public space for visitors (and residents) to meet and to learn about the wonders of the Everglades area, and to help visitors have the best vacation experience possible while visiting Collier County. Affordable retail spaces on the 2"d floor will ensure that ESHP has ample cash flow to operate and maintain the building - preserving it for future generations to enjoy. 0 O4 O ESHP Business Plan Updated 6-8-2021 Market Summary The Everglades Area, which includes Big Cypress and Everglades National Park, receives between 800,000 and 1.2 million visitors per year. The Everglades area is positioned to capitalize on the growing eco-tourism industry in Collier County because of its proximity to these parks and access to the natural habitat experience eco- tourists are looking for. Changes in travel brought on by the pandemic increased awareness of, and visitation to, the Everglades area as travelers were looking for outdoor activities they could enjoy while still socially distancing. For example, during the height of the pandemic, over 500 people per day were taking airboat rides in the Everglades area, and over 100 private vessels were launched per day ...while other locations suffered a retraction in visitation or complete closure. ESHP Business Plan Updated 6-8-2021 Opportunities Increased Business Opportunities & Visitor Options The cost of acquiring and sustaining space in SW Florida is prohibitive to many smaller businesses and start-up entrepreneurs. A common suggestion from visitors is to "have more shopping" opportunities so there is "more to do" while in town and not visiting the nearby parks. Retail spaces would provide an affordable option for small businesses to grow and thrive while providing services to the visitor. Retail shops, with a focus on tourism, would provide visitors with additional shopping and browsing opportunities while in town, encouraging longer stays. An amplified focus on the Trail Town headquarters will bring additional eco- tourists looking for hiking, biking and paddling opportunities in the area. Everglades City is currently the only Trail Town, certified by the Florida Office of Greenways and Trails, in Collier County and SW Coast of Florida. ESHP Business Plan Updated 6-8-2021 Competition There are very few (if any) retail spaces available in the Everglades Area for a startup or a small business. The Bank of Everglades building retail marketplace would open opportunities for local entrepreneurs where none currently exist. A centrally located visitor marketplace would enhance the offering to the visitor (more options) and provide business growth and additional jobs in the community. Visitors to the Everglades area come here to get a glimpse of what it was like in "old -Florida". We are not attempting to "compete" with Marco Island and Naples. Instead, we offer something different - old Florida charm and gracious hospitality combined with the natural beauty of the Everglades and Big Cypress National Preserve. ESHP Business Plan Updated 6-8-2021 Goals and Objectives By 2026: Open and operate the newly renovated Everglades Area Visitor Center and Everglades Retail Marketplace -Renovate the Bank of Everglades building - chosen in 2018 as one of eleven buildings in Florida that must be saved by the Florida Preservationist Magazine Lease space on 2nd floor at market rates or an estimated $17,000 in annual rental revenue per year. Expand Visitor Center footprint, increase Trail Town headquarters offering with more information and interactive displays to enhance the visitor experience ESHP Business Plan Updated 6-8-2021 Important Dates to Remember May 8, 2023: 100th anniversary of Collier County and Everglades City. June 2027: Bank of Everglades Building turns 100! April 26, 2028: 1 00thAnniversary of the Opening of the Tamiami Trail. Photo (right) was taken on opening day. The Bank of Everglades Building in is the background. ESHP Business Plan Updated 6-8-2021 The ESHP Team ESHP Business Plan Updated 6-8-2021 The ESHP Officers 2021 =2024 Kathleen Brock (President) In 1993, Kathleen and her husband purchased a 1920s old -Collier house in Everglades City. From that moment on, Everglades City became her "home at heart" until they moved to Everglades City full-time in 2017. Kathleen had a 30-year career in Retail product placement (in-store) and marketing and retired in 2017. She the president of K Bee Marketing, the editor and publisher of the local newsletter "The Mullet Rapper" and is on the Collier County Tourism Development Council (TDC). She is a member of the Trail Town Committee, a Lions Club Member, and community volunteer. Patty Huff (Vice -President), a retired Financial Advisor with Raymond James & Associates, founded ESHP in 2004 to help save the old Collier County Courthouse. She moved to Everglades City in 1994 after she and her husband bought an original 1920s house which they have restored. She founded our local newsletter "The Mullet Rapper" and was president of the Friends of the Museum of the Everglades. She also served on the Collier County Historical & Archaeological Preservation Board for many years and is currently on the Collier MPO Bicycle & Pedestrian Advisory Committee. She was on the committee that secured the Trail Town designation for our area. Marya Repko (Secretary) moved in 2000 to Everglades City because she was fascinated by the little planned town in the middle of the swamp and wanted to learn more. She used her background in computers to research the history of the area and has written over a dozen 'Brief History" books. She was a founding member of ESHP and is also on the Board of the Friends of the Museum of the Everglades. Elaine Middelstaedt (Treasurer), Elaine Middelstaedt, a member of the NJ and FL bars with an active pension administration business, has been interested in historic preservation since she purchased the former two -room schoolhouse in Lordville, NY in 1973. Since moving to Everglades City in 2001, she has been an active participant in several community organizations, including ESHP, the Everglades Lions Club, ReachOut Everglades and C.O.P.S. Association, Inc., and the Everglades Community Food Pantry. She has been a City Council member for nearly twelve years and currently serves as Chair of the Collier County Metropolitan Planning Organization. ESHP Business Plan Updated 6-8-2021 The ESHP Board 2021 =2024 Helen Bryan grew up in the rural outskirts of Fort Lauderdale, FL, and first came to the Everglades area in 1947 when her father-in-law was pastor at Chokoloskee Church of God. Helen and husband James purchased property on Chokoloskee in 1975. She retired from Broward County Courthouse in 1983 and moved here permanently in 1987. Helen, along with the late Fran Tifft, founded the Reachout Everglades Thrift Shop. She joined the Friends of the Museum in 1993, where she is currently on the Board, and was a founding member of the ESHP. Helen has been active in community services for 30 years. Gail Davenport is a third -generation Floridian and grew up in south Dade County. She retired to an original 1920s Collier house which she has refurbished and loves living in Everglades City. Gail is currently employed as assistant at the Museum of the Everglades. Hydie Friend, a retired certified city planner, comes to the board with more than forty years of using historic preservation for economic development. She has been recognized by her home state of West Virginia and her hometown of Wheeling for her dedication and commitment to community -led preservation and development efforts. She was an early leader in the National Park Service's National Heritage Area movement. Now a Florida resident, she is applying her energy in supporting the efforts of the Everglades Society for Historic Preservation. Craig Woodward grew up in neighboring Marco Island, Florida, where 50 years ago in 1971 his father founded the first full time law firm when the area was still a partial wilderness. Craig joined the law firm in 1980 and has now semi -retired as an attorney. He is known as the authority on Marco history and helped to raise $1.2 million for the Marco Island Historical Society to build a museum on the Island which exhibits artifacts from Marco's three historical periods: Indian, Pioneer and Modern Marco. Craig has a home in Everglades City and supports our historical activities. ESHP Business Plan Updated 6-8-2021 Resources Personnel- the visitor center is operated by volunteers year around and managed by the ESHP board. Finances-ESHP receives annual dues by members, funds from donations and revenue from events held by the organization each year Promotion-ESHP promotes events on their websites (www.eshp.orq and www.SaveBoE.com), through social media and digital advertising (PPC). Products-ESHP sells art by local artists, prints, t-shirts, books and jewelry in the visitor center. When the new building is complete, a coffee and smoothie shop will be added to the daily offering at the visitor center. Assets- ESHP owns the Bank of Everglades Building. Market Value $500,000. Debt-ESHP has no debt. ESHP Business Plan Updated 6-8-2021 00. ESHP Finances Proj. retail space revenue...........................$17,000 Visitor Center shop revenue ........................$18,000 Annual Dues..............................................$1,500 Donations.................................................$10,000 Revenue from Events.................................$20,000 Estimated Annual Revenue..........................$66,500 ESHP Revenue ■ Retail Space Renvenue ■ Visitor Center Revenue Annual Dues ■ Donations ■ Event Revenue ESHP Business Plan Updated 6-8-2021 ESHP Expenses Utilities........................................................$6,000 Liability Insurance........................................$1,400 Hazard Insurance........................................$4,000 Annual building maintenance ......................$5,000 Rainy -day fund contribution ........................$10,000 Professional Services....................................$5,000 Annual Expenses.......................................$31,400 ESHP Expenses ■ Utilities ■ Liability Insurance Hazard Insurance ■ Building Maintenance ■ Rainy Day Fund ■ Professional Services ESHP Business Plan Updated 6-8-2021 Economic Impact to the Community New Jobs Created: Increased Tourism: Average Daily Spending / visitor ► Total Annual Visitor Spending (7-10) $322,000 25 visitors / day $186.30* $1.6 MM* *Visitor Spending data from Paradise Coast 2019 Tourism Impact Report. Spending based on one day stay per visitor (average visitor stay in Collier County is 2.7 days). ESHP Business Plan Updated 6-8-2021 Risks and Rewards ► Risk: Retail space unrented reducing projected revenue ► Solution: Even without rental income, ESHP can carry the expense of the building as there is no mortgage or debt associated with the building (excluding operating expenses outlined earlier) . However, our research has determined that there will tenants for the retail space. Risk: Hurricane or other natural disaster Solution: The renovated building will include storm windows, reinforced foundations and reinforced entries. ESHP will carry both liability and hazard insurance to cover the cost of any necessary repairs. ESHP Business Plan Updated 6-8-2021 Priorities Immediate Needs Hire architectural firm and obtain design plans. On a historic structure such as this, it is necessary to develop the renovation plan prior to any major building modifications. Estimate: $37,500 -This task is underway. Parker, Mudgett, Smith has been retained as the Architects of record for this project. Replace the roof on the building- the building's roof and scuppers (interior gutters) must be replaced to stop water from entering the building to stop any further water damage to the floors, walls and foundation. Estimate: $73,000 Total immediate need: $110,500 Long-term Needs Replace piers (foundation): The buildings foundation is deteriorated. The foundation needs to be reinforced to stabilize the building. Estimate: $450,000 Remove addition on building - The addition on the back of the building is in poor condition and will be removed to bring the building back to its original 1927 footprint. It will also increase the number of available parking spaces by 4 to 6 spaces, for a total of 12 to 16 spaces on the back of the lot. Complete renovation: The entire building must be renovated, estimate $2 million (which includes immediate and long-term needs). ESHP Business Plan Updated 6-8-2021 Appendix ESHP Business Plan Updated 6-8-2021 Complete Building Assessment September 16, 2020 Ms. Hydie Friend Everglades Society for Historic Preservation P.O. Box 46 Everglades City, Florida 34139 RE: Bank of Everglades Historical Report Dear Hydie, As requested, Kyle Binninger from Atlantic Engineering and I reviewed the Everglades Bank Building located at 201 Broadway Avenue W. in Everglades City, Florida on August 13-14, 2020 to conduct a structural and architectural assessment of the building. The building was unoccupied and suffered from water damage. There is one missing window, utilities were turned off, and there was some damage from demolition. We then proceeded with a review of the project. Our assessment is as follows: TABLE OF CONTENTS: SUMMARY PHYSICAL DESCRIPTION —ARCHITECTURAL • Site Components • Exterior Components • Exterior Walls • Roof Systems • Window and Air Conditioning Systems • Interiors ARCHITECTURAL FLOOR PLANS STRUCTURAL REPORT — BACKGROUND • Observations • Evaluation and Recommendation • Conclusion PHOTOGRAPHS FOR STRUCTURAL REPORT STRUCTURAL SURVEY DRAWING DEFINITIONS OF DURABILITY OF COVER EXISTING STRUCTURAL CONDITIONS EVALUATION ARCHITECTURAL RECOMMENDATIONS FOR REPAIRS GRANT SOURCES LIST 410 Angela Street Key West, Florida 33040 Telephone (305) 296-1347 info@benderarchitects.com Florida License A,4C002022 www.BenderArchitects.com BANK OF EVERGLADES DRAFT REPORT This report was commissioned by the Everglades Society for Historic Preservation for the Historic Bank of Everglades Building. That building was reviewed by this firm, Bender & Associates Architects, in late 2017 and early 2018, to analyze its current condition. Access to the interior was not available at that time, so the report dealt with exterior damage only. Collier County was incorporated in 1923 and was named for Barron Collier, who founded the county. Everglades City was named as the county seat. The Everglades Bank Building was started in 1923 by Barron Collier and was the only bank in Collier County until 1949. Temporary offices were located in a small building across Broadway until this building was completed in 1926. It was designed by architect William O. Sparklin. The building is in the center of town and faces the river, to attract clients arriving by boat. This Everglades Bank Building was the only bank in Collier County for 26 years. It was in continuous operation, including through the Great Depression, until 1962 when the county seat and most of the Collier corporation's activities moved to Naples. The bank charter was sold to the Bank of Immokalee. Offices on the top floor were used by Humble Oil from the 1940s for more than 20 years while they explored oil in Sunniland, 30 miles north on State Highway 29. The Collier County school board moved in after Humble Oil moved out. In the 1970s, the building was owned by novelist Buck Dawson who used it as a boarding house. Joe and Rusty Rupis published the "Everglades Echo", founded in 1979 as a weekly newspaper. The building was sold in 1988 to the Tuff family. Currently, the building is empty. There are two proposals for roofing this building from Naples Roofers, King Roofing, and Target Roofing, to repair the roof that currently leaks. SUMMARY: The Bank of the Everglades is located at 201 Broadway Avenue W, Everglades City. The two-story building was built in 1926, with a rectangular footprint, a continuous footing at exterior walls and 1 % inches of stucco over 2 x 6 wood walls. The roof is flat, sloping from the center to the north and south walls. Windows are aluminum, replacements for the original wood windows. The building is in the Classic Revival style with pediments above the main entrance and side walls. A two-story addition was added to the building in 1950 on the northeast end. This addition was masonry covered with stucco in a style that replicates the original building. The stair on the southeast side is the original stair and was likely open to the exterior when built. It is currently enclosed. PHYSICAL DESCRIPTION ITEM: Site Components The Bank of the Everglades is located in a small fishing village on the north end of the Everglades. The lot is a small grassy lot south of the Everglades Rod & Gun Club. The City Hall is east of this lot at the main circle. Everglades City is a narrow north -south aligned town on the east side of the Baron River. It opens on the south to the Chokoloskee Bay and Everglades National Park. There are grass and plants on the south, north, and west end of the building. Parking consists of 12 spaces on the east end of the building. Large shrubs border this lot on the south and north sides to screen it. This building and the City Hall are designed in the classical revival style. The Rod & Gun Club, dating from ca. 1880, is also a significant historic structure. All of them are easy to locate and define the center of the historic district. View showing surrounding site components. Courtesy of Google Maps. The Bank from the west side showing site elements. Courtesy of Google Maps. ITEM: Exterior Components The building is rectangular in plan, 36 feet wide x 74 feet long, designed in Classical Revival style, and is two -stories in height. The roof is flat behind exterior parapets. Current windows are aluminum that replaced original wood units. The building is distinctive in its presentation. The base projects out of the upper envelope by 5 inches. The building is distinctive in detailing. The base is darker than the upper portion and defines the building as substantial. Each of the north, south, and west sides have white pilasters attached. The pilasters divide the north and south sides into four bays, while the west end divides the elevation into three parts. Access on the west is up four curved risers to a landing. There are doors at the south side at the stair, coming up a ramp, and one at the north end of the east end to a 1950s room. That room has a stair inside that accesses the second floor. A fourth door exists on the second floor of the north side, but no stair reaches it. There are 30 aluminum windows on this building that replaced original wood units, 21 in the historic building and 9 on the 1950s addition. It is assumed that all were installed in 1950 when the addition was built. All will need restoration to the original wood or aluminum windows at a future date. In- The building is formal in its current format. All elevations, north, west, and south are symmetrical. The north and south walls of the historic building match. Each is divided into four parts separated by a two -foot -wide plinth. The building is supported by a base projecting out 5 inches from the main wall. This base, with its two vents at each bay, establishes a formal presence. North side East side with parking ITEM: Exterior Walls Exterior walls of the historic building are constructed of nominal 2 x 6 wood studs, %" inch wood siding, 1.5 inches of concrete stucco outside, and a plaster interior finish for a 9 inch finish wall system. The vault is constructed with 8-inch thick concrete walls and roof. The 1950 addition is constructed of masonry with a stucco exterior finish. There are some cracks in the walls, but overall, they are in good condition. Attic area ITEM: Roof Systems All roofs are framed in wood with the upper wall structures exposed. The materials are in good condition with no evidence of distress identified except where the roof leaks. The exterior siding was set at a 45-degree angle for structural stability. There was no evidence of damage to wall studs, sheathing, or roof joists in the attic. There were some roof leaks that needed repairs. 17 YA Attic area showing roof drain and plastic ITEM: Windows and Air Conditioning Systems There are 30 aluminum windows on the building, 21 on the original building and 9 on the rear 1950 addition. All windows will require restoration, which will include replacing them with wood double hung sashes. The new windows should replicate the original wood double hung windows. Work will be required at sashes and framing. Some windows have been removed or altered to allow through window A/C units. New air conditioning systems should be installed in this building to replace the through window units. Two systems will allow more control. The first -floor unit can be in the rear closet area. This system can be altered to A/C the first -floor as needed. The second -floor unit will address the second -floor rooms. The design should be adjustable to allow second floor offices or housing units to be comfortable. The final design will be based on what the final use is. This might require using separate units for each apartment or allowing units to adjust their temperature. Exterior window ITEM: Interiors Interior trim The interiors have been altered over time, with some demolition in progress at this time. The interior floors are wooden boards. The exterior walls and original walls are plaster. The base wall exterior on the first floor had a wood wall from the window sills to the floor below. Walls above the sills were plaster. There are three columns running the length of the building. These are centered on the building. All of them are 11.5 inches square surrounding a 6 x 6 wood post. A beam sits on them that supports the second -floor joists. It is assumed that the beam is the same height as the second -floor system since no beam is visible above these columns. This photo shows the first floor with partitions partially demolished. In 1962, the current Bank of Everglades was sold to the Bank of Immokalee. Changes then occurred to this building which converted it to a rooming house. The second floor continued to serve as office space until the 1970s when they became part of the rooming house. Other changes included adding a second stair from the second -floor. That exit went out of the second -floor to a landing with a stair to grade. The landing is still in place but the stair is now gone. That stair was replaced with a new stair that goes into the northeast room and exits to the parking lot. Each of these rooms have their own bathrooms. All floors are wood. Historic walls are still plaster. New wood frame walls are drywall on wood studs. Ceilings are plaster or acoustic tiles in a metal grid. The original wooden stair is still in place at the southeast corner. The second floor has five bedrooms plus a general room with a half bath. There is a laundry and kitchen on the first floor that serves all guests. These photos show second floor areas. Top left is the stair. Top right is the upper landing. Lower left is the hall. Lower right is the bedroom. These are second floor bedrooms and bathrooms. VOI801J 'A1N A00 a311100 6I!0 se pe 16i 9 e 3 'A8-Pe0ig L 0 z mgS30V]0J13n3 30 Nda ada' arw.y .Ds.da�roiaossy �v�gNOIlINOO ONIISIX3 -x X LL 0 w w U) M X N rr 0 LL U) tl0Ia 01J 'AiN A00 21311100 m3aaw RI!0 se pe!6i 9 e 3 'A8-Pe0i9 I 0 z S30V]0J 13n3 30 NNda g€ SZ��Z�Haw v X �:d sa�roiaossy x NOIlI4NOO ONIISIX3 AESATLANTIC ENGINE RING SERVICES 6501 Arlington Expy. September 15, 2020 Building B, Suite 201 Jacksonville, FL 32211 Mr. Bert L. Bender, RA, LEED AP PH: 904.743.4633 Bender & Associates Architects, P.A. FX: 904.725.9295 410 Angela Street jax@aespj.com Key West, Florida 33040-7401 www.aespj.com Re: Bank of Everglades - Structural Evaluation AES Project: #320-030 Everglades City, Florida Dear Bert: 06- Atlantic Engineering Services of Jacksonville (AES) has completed its evaluation of the structure located at 201 Broadway Avenue West in Everglades City, Florida, also known as the Bank of Everglades Building. Our assessment consisted of a visual review of the structure on August 13th and 14th, 2020. Present at the site were Mr. Bert L. Bender, RA, LEED AP with Bender & Associates Architects, P.A. and Mr. Kyle W. Binninger, P.E. with AES. BACKGROUND The structure located at 201 Broadway Avenue West was constructed circa 1926 and is a two-story, wood framed building bearing on masonry stem walls on concrete foundations. The original exterior walls are constructed of 2-inch x 6-inch wood studs and concrete stucco exterior. Approximately in 1950, a two-story addition was placed at the northeast corner and was constructed of 8-inch concrete masonry units (CMU) with concrete stucco exterior that bear on concrete foundations. The building is in the Classical Revival Style with pediments above the main entrance and at the roof line of the second -story (see Photograph 1). Pilasters with capitals are on all elevations except the west side (see Photograph 2). The roof of the original 1926 construction is a gabled roof with roughly a half inch per foot slope to the north and south bearing walls. The 1-inch x 8-inch roof sheathing is supported by 2-inch x 8-inch roof joists spaced at 24- inches on center, which bear on the perimeter north and south walls and the 2-inch x 4-inch center knee wall. In each corner of the roof, roughly an 8-inch diameter roof drain penetrates the roof sheathing and drops into the attic space to then protrude through either the north or south bearing walls. The perimeter of the structure has roughly a 2-foot tall parapet constructed of 2-inch x 4-inch spliced studs with a 2x knee brace from the roof joists (see Photograph 3). The overall attic space is approximately 6-feet tall at the highest point. The attic framing consists of 2-inch x 4-inch ceiling joists spanning to the perimeter and interior load bearing walls. The addition constructed in 1950, compared to the original construction, has a lower mono sloped roof, which slopes eastwardly. The roof is comprised of 1-inch x 8-inch roof sheathing and 2-inch x 8-inch roof joists at 16- inches on center. The roof joists bear on the perimeter CMU walls and interior 2-inch x 4-inch center wall. The joists are pocketed into the CMU structure at the north and south bearing walls, and bear and lap on the center wood stud wall. There are 1X ceiling sleepers attached to the underside of the roof joists which support the plaster ceiling. Pittsburgh I Jacksonville I Charlotte I Morgantown A E S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 2 of 16 AES Project: *320-030 The second -floor framing of the original 1926 construction consists of 3/4-inch x 3-inch tongue and groove wood decking supported by 2-inch x 12-inch wood floor joists at 16-inches on center, supported by the perimeter load bearing 2-inch x 6-inch wood stud walls, and a centered multi -ply 2-inch x 12-inch wood beam supported by three (3) 6-inch x 6-inch wood columns at quarters and pocketed in the original exterior walls. The addition constructed in 1950 has a second -floor of similar construction with the exception of the wood floor joists pocketing into the perimeter CMU walls and bearing on interior 2-inch x 6-inch wood stud walls, which are framed tight to the concrete vault. The concrete vault is constructed with a 4-inch thick reinforced concrete roof supported by 12- inch thick reinforced concrete walls, which are supported by concrete foundations. Access from the first floor to the second is by an interior staircase located at the southeast corner of the structure and consists of 2-inch x 12-inch stair stringers at 16-inches on center and 1X decking. Located at the northeast corner of the structure is an abandoned staircase that once linked the first and second floors near the 1950 addition. The first -floor framing of the original 1926 construction consists of 3/4-inch x 3-inch tongue and groove wood decking supported by 2-inch x 12-inch wood floor joists at 16-inches on center; supported wood beam consisting of three (3) 2x12's located at the perimeter of the building and the interior centerline. The multi -ply beam spans to concrete piers at third -points of the structure and the corners. It is assumed the concrete piers bear on concrete shallow foundations. Access to the building is provided through the west and south facades. The west entry is the main entry where a set of double doors provides access into the structure by means of cast -in -place concrete steps with a topping slab. The south entry has a wood ramp constructed of 2X stringers with composite lumber decking, which spans from the east parking lot and connects to the original concrete landing located at the stoop of the south facade. The original stoop remains and is constructed of a 4-inch concrete slab spanning to 8-inch CMU walls with the original concrete steps located under the wooden ramp. A door is located at the first floor of the east facade and is accessible by a set of wooden stairs and a wooden landing. Additionally, a second -floor door is located at the north facade and is inaccessible with no stairs leading to the door from the perimeter, and no interior walkways leading to the door from the interior of the structure. OBSERVATIONS Our structural condition evaluation consisted of a visual review of the structure. The survey plans approximately locate the deteriorated areas pinpointed during our survey (see Appendix A). The overall structure is in FAIR condition (see Appendix C, Existing Structural Conditions Evaluation Criteria). All roofs are in POOR condition due to the failing waterproofing membrane, and the roof drains which appear to have been leaking for several years. The original roof framing consisting of the decking and joists is severely deteriorated at the roof drains (see Photograph 4). Throughout, signs of active termites and termite damaged framing is evident. A plastic membrane was placed above the ceiling joists within the attic and is acting as a secondary roofing membrane. The plastic tarp is holding water within the attic space (see Photograph 5). The roof of the 1950s addition has a hole and allows rainwater and elements into the building to further deteriorate the existing roof, second, and first floor framing (see Photograph 6). The second floor is in FAIR condition overall with the following exceptions noted; several areas of floor decking and floor joists are deteriorated due to water intrusion through windows and the roof with additional water damage due to leaking pipes (see Photographs 7, 8, & 9). Several floor joists have been coped for the existing plumbing, compromising the integrity of the floor joists (see Photograph 10). Additionally, the stairs linking the first floor to the second floor at the northeast corner are severely deteriorated and are structurally unstable, and the wood handrail has failed (see Photograph 11). These stairs replaced a previous stair, which provided access to the second -floor exterior door. There is no longer interior access to the second -floor exterior door. Pittsburgh I Jacksonville I Charlotte I Morgantown A E S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 3 of 16 AES Project: *320-030 The concrete vault appeared to be in GOOD condition with no exceptions noted. A hole was cut into the east wall to allow access through the vault into the east rear corridor. The main vault door appears to be inoperable due to severely deteriorated internal components. The foundations of the vault were not reviewed. The first floor appears to be in FAIR condition with minor deteriorated tongue and groove floor decking (see Photograph 12). The first -floor framing and foundations were not observed from within the crawl space due to standing water, excessive mosquitoes, and debris found. However, a conduit access hole allowed viewing of the northeast section of the original 1926 structure. Upon review, it was noted that the northeast pier is severely cracked and damaged (see Photograph 13). The stairs and landing at the entry of the east fagade building are severely deteriorated, unstable, and in POOR condition. It appears the framing is non -pressure treated lumber with several loose deck boards (see Photograph 14). The wooden handrail has failed and the structure bears directly on grade or on split CMU (see Photograph 15). Located at the west fagade, the cast -in -place steps and perimeter walls appear to be in FAIR condition with minor topping cracks and spalls (see Photograph 16). The south fagade entry is in FAIR condition; however, the wooden ramp is not ADA compliant. The southwest handrail post base at the ramp landing has deteriorated and caused the concrete topping to spall, exposing the metal base, and causing additional deterioration (see Photograph 17). At the north fagade of the second -floor entry, the rear access steps have been removed and the wooden landing is severely deteriorated and beyond repair (see Photograph 18). The perimeter walls of the original 1926 structure have roughly 1-1/2-inch thick concrete cladding with a skim coat of smooth stucco. It appears the cladding has cracked at the base of the first floor to the foundation wall junction in several areas (see Photographs 19 and 20). EVALUATION AND RECOMMENDATIONS The structure located at 201 Broadway Avenue West in Everglades City, Florida, also known as the Bank of Everglades Building, is in FAIR condition overall, and requires repair and significant maintenance. The deteriorated roof joists require reinforcing with new 2X wood framing members and the deteriorated connections require repair. Roof sheathing, associated with the roof leaks, requires replacement. Once the necessary roof framing repairs have been completed, it is critical that a new roof be installed at both the high and low roofs to mitigate future water deterioration. The reviewed termite damaged framing did not appear to be severe, but the areas should be monitored. A termite expert should be consulted to determine the best solution for mitigating the insects and minimize the potential of any further termite damage to the framing. Located within the attic, the standing water trapped in the plastic tarp needs to be removed along with the tarp. Moisture within the attic space will cause excessive humidity and increase the rate of wood decay. The tarp will be unnecessary once the re -roofing has been completed. Deteriorated second floor wood joists need to be repaired by sistering a new 2X framing member to the existing, and the associated decking needs to be replaced. Prior to completing the second -floor repairs, it is recommended the ceiling be opened by removing the plaster and exposing the coped, compromised 2-inch x 12-inch floor framing. It is recommended to sister an additional 2X to the compromised joists. A review of the plumbing is highly recommended to determine if there are still active leaks in the pipes. The plumbing review will help minimize the likeliness of future leaks and water damage to the framing. Access stairs linking the first floor to second floor at the northeast corner require demolition and reconstruction, preserving any salvageable historic framing. Pittsburgh I Jacksonville I Charlotte I Morgantown AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 4 of 16 AES Project: *320-030 It is recommended, the access stairs located at the east fagade be demolished and reconstructed with pressure treated lumber on solid foundations. The wooden ramp at the south fagade did not appear to have any deficiencies, however, the ramp should be deconstructed and reconstructed if the building is to be ADA accessible. Located at the southwest corner of the south fagade entry stoop, the deteriorated handrail base should be removed and replaced with a Simpson post base connector and the concrete topping should be repaired. It is recommended the west fagade entry steps have the concrete topping patched and re -leveled. The north fagade second -floor stair landing requires deconstruction and the associated second -floor exterior entry door should be removed and patched with either an architecturally approved window or a new wall section to match the existing wall. Although the structure has survived numerous high wind events in its history; the ground floor structure should be tied down to the foundation piers. It is recommended that any spalled or cracked foundation piers be repaired. CONCLUSIONS In general, the structure located at 201 Broadway Avenue West is in FAIR condition overall, and requires significant repairs in the form of joist, beam, sheathing, decking, handrails, steps, and stucco siding repair. Several maintenance items are required to extend the life of the structure such as a new roof and painting the exterior of the structure with exterior grade paint. The foundations were not reviewed at the time of the evaluation due to standing water, excessive mosquitoes, and debris. However, the perimeter of the structure does not show signs of settlement. The ground floor structure should be tied down to the foundation piers with hurricane strapping. Please contact our office if there are any questions regarding this correspondence, or if you need any additional information. Very truly yours, ATLANTIC ENGINEERING SERVICES OF JACKSONVILLE FLORIDA CERTIFICATE OF AUTHORIZATION #791 ���``�-1. Kos", CAE Ng�� �. *: N0.5 :*�= Kyle W. Binninger, P.E. � Project Engineer • ATE OF ��: Jude T. Kostage, P.E. ONAL,,`���`�� Senior Project Engineer 09/15/20 KW B/JTK/d rg Pittsburgh I Jacksonville I Charlotte I Morgantown AE S Bert L. Bender, RA, LEED AP September 15, 2020 Page 5 of 16 PHOTOGRAPHS Photograph 1 West Facade Photograph 2 South Facade AES Project: *320-030 Pittsburgh Jacksonville Charlotte Morgantown AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 6 of 16 AES Project: *320-030 Photograph 3 Parapet Knee Brace Photograph 4 Deteriorated Roof Framing at Drain Pittsburgh I Jacksonville I Charlotte I Morgantown AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 7 of 16 AES Project: *320-030 Photograph 5 Plastic Membrane in Attic Over Ceiling Photograph 6 Rear Addition Low Roof Opening Pittsburgh I Jacksonville I Charlotte I Morgantown A E S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 8 of 16 Photograph 7 Water Damage Due to Plumbing Leak Photograph 8 Water Damage Due to Roof Leak AES Project: *320-030 Pittsburgh Jacksonville Charlotte Morgantown AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 9 of 16 ti Photograph 9 Water Damaged Framing at Exhaust Fan ♦000' Photograph 10 Compromised Joist Due to Coping and Leaking Drainpipe AES Project: *320-030 Pittsburgh I Jacksonville I Charlotte I Morgantown AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 10 of 16 AES Project: *320-030 Photograph 11 Failed Stairs and Handrail at Northeast Corner Pittsburgh I Jacksonville I Charlotte I Morgantown A E S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 11 of 16 Photograph 12 Deteriorated First -Floor Decking AES Project: *320-030 Pittsburgh I Jacksonville I Charlotte I Morgantown AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 12 of 16 AES Project: *320-030 Photograph 13 Northeast Foundation Pier Cracked Pittsburgh I Jacksonville I Charlotte I Morgantown AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 13 of 16 AES Project: *320-030 Photograph 14 East Facade Deteriorated Wood Stair Requiring Replacement on New Footings Pittsburgh Jacksonville Charlotte Morgantown AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 14 of 16 AES Project: *320-030 Photograph 15 Failed Handrail and Bearing On Grade Photograph 16 West Fayade Entry Steps - Topping Deterioration Pittsburgh I Jacksonville I Charlotte I Morgantown AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 15 of 16 Photograph 17 South Facade Entry Handrail - Base Deterioration Photograph 18 North Fagade Entry Deterioration v S AES Project: *320-030 Pittsburgh Jacksonville Charlotte Morgantown AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 16 of 16 Photograph 19 Northwest Corner Cladding Spall Photograph 20 Cladding Crack at First Floor Joint AES Project: *320-030 Pittsburgh I Jacksonville I Charlotte I Morgantown 'Ai m/2p{"7% /, p� ` T— S]Ov]S�1]a] ]0 NNVe SIN3An000 N0I110N0o SNI1SIk] & ] �\ B m ® »§ §;9 WW Uz� =§) §(� � ,, ea® ) §$ *uu 0 , _ ƒ }coLU LU 2 LU �\ )j \ 2> � OD — °LU ma»zLXZ L � ! miaz�xz g 2 � ((C « , Si& § Sz \Q2R K <WO < § §§ 2§j « � $§2; ■ Q| g # N _ S� �LU z co 0 w0 §d §� \\ 0 � \ \ . --- \\ § § g w \/\ \ \ — �\ ) \§ --- / \ & § /\ § 2 Q < kL) § \§ \j (\ /xz L § w � m � \ 2 ) � \M� \qk Ce 0e \q/ L 2 \q) LU oCL \)// 2 VdI2101j 'A1Nl10o 2131110o All sape�6�an3 'Aempeo�9 lOZ 8A� e �^ ro•d AN =_� � N S3OVIO213A3 J0 NNVB S1N3Wn004 NOIlI4N00 ONIlSIX3 11111- sa�ntiaossy �a�uag g sip ama�a i3�� ®QSI m m N N � atf ob U Q Q N N pp l7 Z_ ~ O z C U Y EL U <n w O O a w z o cn O ❑ ❑ LU L7 Q Z) w 0 ------------- --- w F- ❑ F- �❑LL 0 �? 0 0 wz CI ❑ O 00,9L 1V ZLXZ 1 U) w w w 00 9L 1V ZLXZ m N m z ❑ z ❑z w Q �� ❑ w 0 HOco 0 wO cow_ O FLU ��ww W W z W F W W O IL L.L 2 co— W 7 N Q O m J Q ❑ N L N 0 0 U w w v) U) 00..9L 1V ZLXZ 00 9L 1V ZLXZ N N 0 W W a O0 g w w Q N o ❑ m m F 00z ❑ x04 xO 3: U o U i� X O w z 3 0 x w a U L I I I «ez,aae:«rs: All aweme,saeu.z, ®"» p ~ ;\IJHIf\jFIV ■ # ) CY) . , S]Ov]S�1]a] ]0 NNVe § IN A or�)wUlu SIN]Anoo(I NO1110N00 ONI1SIk3 k§! z ! �2 \§ ( § K I � L V 4121013 'A1Nl10o 2131110o All 3 Sapej6Jan3 'Aempe0J9 LOZ 8A� e �^ ro•d SIJHIIHJFIV d S3OVIO213A3 J0 NNV9 e.y N sa�ntiaossy �a�uag S1N3WnO04 NOIlI4N00 ONIlSIX3 g O 0� �O w OM r----------� III IL II II II II II II II II II II II II II II II II II II II II II II II 3 II O L — L MS2II M Cj II II II I `W Z JL =__ 7 Q it __ art _ _� X> QII III N > II WII II II ml I all (D II XII II _ 3dOlS II Vull JI 3dOlS -=-J �w X2 � U) II II II II II II a 00 „9l 1V SXZ �O „9l ltl 8XZ II II II II II III II [�. II QII II w II WII II W mll a 3dOlS Xill ill 3dOlS w II NII II O II vll II w II w II x I I � II - II - II - O O x w a d U w CO O z w Z z Z O U cri> j p O o ❑ ❑ ❑ =U' w w w Z, O 0 w w w Q J J J ❑ w w w w aWi w N M 7 O LL < ofO M W W O X W W 0o I I �T V J Q T W IL q a N AESATLANTIC ENGINE RING SERVICES DEFINITION OF TERMS ASSOCIATED WITH THE DURABILITY OF CONCRETE (From ACI 201.1R-08) 1 CRACKING Crack -A complete or incomplete separation, of either concrete or masonry, into two or more parts produced by breaking or fracturing. 1.1 Checking- Development of shallow cracks at closely spaced but irregular intervals on the surface of plaster, cement paste, mortar, or concrete (See also cracks and crazing). 1.2 Craze cracks- Fine random cracks or fissures in a surface of plaster, cement paste, mortar or concrete. Pi Crazing- The development of craze cracks; the pattern of craze cracks existing in a surface (See also checking and cracks). 1.3 D-cracks- A series of cracks in concrete near and roughly parallel to joints and edges. 1.4 Diagonal crack- In a flexural member, an inclined crack, caused by shear stress, usually at approximately 45 degrees to the axis; or a crack in a slab, not parallel to either the lateral or longitudinal directions. 1.S Hairline cracks- Cracks in an exposed -to -view concrete surface having widths so small as to be barely perceptible. 1.6 Longitudinal cracks- A crack that develops parallel to the length of the member. 1.7 Map cracking- 1) Intersecting cracks that extend below the surface of hardened concrete; caused by shrinkage of the drying surface concrete that is restrained by concrete at greater depths where either little or no shrinkage occurs; vary in width from fine and barely visible to open and well defined; or 2) the chief symptom of a chemical reaction between alkalis in cement and mineral constituents in aggregate within hardened concrete; due to differential rate of volume change in different members of the concrete; cracking is usually random and on a fairly large scale and, in severe instances, the cracks may reach a width of 12.7 mm (0.50 in.) (See also checking and crazing; also known as pattern cracking). 1.8 Pattern cracking- Cracking on concrete surfaces in the form of a repeated sequence; resulting from a decrease in volume of the material near the surface, or an increase in volume of the material below the surface, or both (see map cracking). 1.9 Plastic shrinkage cracking- Cracking that occurs in the surface of fresh concrete soon after it is placed and while it is still plastic. 1.10 Random cracks- Uncontrolled cracks that develop at various directions away from the control joints. 1.11 Shrinkage cracking- Cracking of a structure or member due to failure in tension caused by external or internal restraints as reduction in moisture content develops, carbonation occurs, or both. 1.12 Temperature cracking- Cracking due to tensile failure, caused by temperature drop in members subjected to external restraints or by a temperature differential in members subjected to internal restraints. 1.13 Transverse cracks- Cracks that occur across the longer dimension of the member. Pittsburgh I Jacksonville I Charlotte I Morgantown AE S DEFINITION OF TERMS ASSOCIATED WITH THE DURABILITY OF CONCRETE Page 2 of 4 2 DISTRESS Deterioration-1) Physical manifestation of failure of a material (for example, cracking, delamination, flaking, pitting, scaling, spalling, and staining) caused by environmental or internal autogenous influences on rock and hardened concrete as well as other materials; or 2) Decomposition of material during either testing or exposure to service (See also disintegration). 2.1 Chalking- Formation of a loose powder resulting from the disintegration of the surface of concrete or an applied coating, such as cementitious coating. 2.2 Curling- The distortion of concrete member from its original shape such as the warping of a slab due to differences in temperature or moisture content in the zones adjacent to its opposite faces (See also warping). 2.3 Deflection- Movement of a point on a structure or structural element, usually measured as a linear displacement or as succession displacements transverse to a reference line or axis. 2.4 Deformation- A change in dimension or shape. 2.5 Delamination- A separation along a plane parallel to a surface, as in the case of a concrete slab, a horizontal splitting, cracking, or separation within a slab in a plane roughly parallel to, and generally near, the upper surface; found most frequently in bridge decks and caused by the corrosion of reinforcing steel or freezing or thawing; similar to spalling, scaling, or peeling except that delamination affects large areas and can often only be detected by non-destructive tests, such as tapping or chain dragging. 2.6 Disintegration- Reduction into small fragments and subsequently into particles (See also deterioration). 2.7 Distortion- See Deformation. 2.8 Drummy area- area where there is a hollow sound beneath a layer of concrete due to a delamination, poor consolidation, or void (See also delamination). 2.9 Dusting- The development of a powdered material at the surface of hardened concrete (See also chalking). 2.10 Efflorescence- A deposit of salts, usually white, formed on a surface, the substance having emerged in solution from within either concrete or masonry and subsequently been precipitated by a reaction, such as carbonation or evaporation. 2.11 Exfoliation- Disintegration occurring by peeling off in successive layers; swelling up, and opening into leaves or plates like a partly opened book. 2.12 Exudation- A liquid or viscous gel -like material discharged through a pore, crack, or opening in the surface of concrete. 2.13 Joint deficiencies- Expansion, contraction, and construction joints not functioning in intended service conditions. 2.13.1 Joint spoil- A spall adjacent to a joint. 2.13.2 Joint sealant failure- Joints opened due to a cracked and/or debonded sealant. 2.13.3 Joint leakage- Liquid migrating through the joint. 2.13.4 Joint fault- Differential displacement of a portion of a structure along a joint. 2.14 Leakage- Contained material is migrating through the concrete member. 2.14.1 Leakage, liquid- Liquid is migrating through the concrete. 2.14.2 Leakage, gas- Gas is migrating through the concrete. Pittsburgh I Jacksonville I Charlotte I Morgantown AE S DEFINITION OF TERMS ASSOCIATED WITH THE DURABILITY OF CONCRETE Page 3 of 4 2.15 Mortar flaking- A form of scaling over coarse aggregate. 2.16 Peeling- A process in which thin flakes of mortar are broken away from a concrete surface, such as by deterioration or by adherence of surface mortar to forms as forms are removed. 2.17 Pitting- Development of relatively small cavities in a surface; in concrete, localized disintegration, such as a popout; localized corrosion evident as minute cavities on the surface. 2.18 Popout- The breaking away of small portions of a concrete surface due to localized internal pressure that leaves a shallow, typical conical, depression with a broken coarse aggregate at the bottom. 2.18.1 Popouts, small- Popouts leaving depressions up to 10 mm (0.4 in.) in diameter, or the equivalent. 2.18.2 Popouts, medium- Popouts leaving depressions between 10 and 50 mm (0.4 and 2 in.) in diameter. 2.18.3 Popouts, large- Popouts leaving depressions greater than 50 mm (2 in.) in diameter. 2.19 Scaling- Local flaking or peeling away of the near -surface portion of hardened concrete or mortar (See also peeling and spalls). 2.19.1 Scaling, light- Loss of surface mortar without exposure of coarse aggregate. 2.19.2 Scaling, medium- Loss of surface mortar 5 to 10 mm (0.2 to 0.4 in.) in depth and exposure of coarse aggregate. 2.19.3 Scaling, severe- Loss of surface mortar 5 to 10 mm (0.2 to 0.4 in.) in depth with some loss of mortar surrounding aggregate particles 10 to 20 mm (0.4 to 0.8 in.) in depth. 2.19.4 Scaling, very severe- Loss of coarse aggregate particles as well as surface mortar, generally to a depth greater than 20 mm (0.8 in.). 2.20 Spoil- A fragment, usually in the shape of a flake, detached from a concrete member by a blow, by the action of weather, by pressure, by fire, or by expansion within the larger mass. 2.20.1 Small spall- A roughly circular depression not greater than 20 mm (0.8 in.) in depth and 150 mm (6 in.) in any dimension. 2.20.2 Large spoil- May be roughly circular or oval or, in some cases, elongated, and is more than 20 mm (0.8 in.) in depth and 150 mm (6 in.) in greatest dimension. 2.21 Warping- Out -of -plane deformation of the corners, edges, and surface of a pavement, slab, or wall panel from its original shape (See also curling). Pittsburgh I Jacksonville I Charlotte I Morgantown AE S DEFINITION OF TERMS ASSOCIATED WITH THE DURABILITY OF CONCRETE Page 4 of 4 3 TEXTURAL FEATURES AND PHENOMENA RELATIVE TO THEIR DEVELOPMENT. 3.1 Air void- A space in cement paste, mortar, or concrete filled with air; an entrapped air void is characteristically 1 mm (0.04 in.) or greater in size and irregular in shape; entrained air void is typically between 10 µm and 1 mm (0.04 mil and 0.04 in.) in diameter and spherical or nearly so. 3.2 Blistering- the irregular raising of a thin layer at the surface of placed mortar or concrete during or soon after the completion of the finishing operation; also, bulging of the finish plaster coat as it separates and draws away from the base coat. 3.3 Bugholes- Small regular or irregular cavities, usually not exceeding 15 mm (0.6 in.) in diameter, resulting from entrapment of air bubbles at the surface of formed concrete during placement and consolidation (Also known as surface air voids). 3.4 Cold joint- A joint or discontinuity resulting from a delay in placement of sufficient duration to preclude intermingling and bonding of the material in two successive lifts of concrete, mortar, or the like. 3.5 Cold joint lines- Visible lines on the surfaces of formed concrete indicating the presence of a cold joint where one layer of concrete had hardened before subsequent concrete was placed. 3.6 Discoloration- Departure of color from that which is normal or desired (See also staining). 3.7 Honeycomb- Voids left in concrete due to failure of the mortar to effectively fill the spaces among coarse aggregate particles. 3.8 Incrustation- A crust or coating, generally hard, formed on the surface of concrete or masonry construction or on aggregate particles. 3.9 Laitance- A layer of weak material known as residue derived from cementitious material and aggregate fines either: 1) carried by bleeding to the surface or to the internal cavities of freshly placed concrete; or 2) separated from the concrete and deposited on the concrete surface or internal cavities during placement of concrete underwater. 3.10 Sand pocket- A zone in concrete or mortar containing fine aggregate with little or no cement material. 3.11 Sand streak- A streak of exposed fine aggregate in the surface of formed concrete, caused by bleeding. 3.12 Segregation- The differential concentration of the components of mixed concrete, aggregate, or the like, resulting in nonuniform proportions in the mass. 3.13 Staining- Discoloration by foreign matter. 3.14 Stalactite- A downward -pointing deposit formed as an accretion of mineral matter produced by evaporation of dripping liquid from the surface of concrete, commonly shaped like an icicle (See also stalagmite). 3.15 Stalagmite- An upward -pointing deposit formed as an accretion of mineral matter produced by evaporation of dripping liquid, projecting from the surface of rock or of concrete, commonly roughly conical in shape (See also stalactite). 3.16 Stratification- The separation of overwet or overvibrated concrete into horizontal layers with increasingly lighter material toward the top; water, laitance, mortar, and coarse aggregate tend to occupy successively lower positions in that order; a layered structure in concrete resulting from placing of successive batches that differ in appearance; occurrence in aggregate stockpiles of layers of differing grading or composition; a layered structure in a rock foundation. Pittsburgh I Jacksonville I Charlotte I Morgantown ATLANTIC AE S EXTREMELY POOR Collapse of structure is imminent. ENGINEERING SERVICES EXISTING STRUCTURAL CONDITIONS EVALUATION CRITERIA EXCELLENT Meets or exceeds current structural code requirements. Capable of safely carrying proposed occupancies. No significant vibrations, cracking or deflections. No structural reinforcement or repairs required. Very minor, if any, maintenance required. GOOD Meets current structural code requirements. Capable of safely carrying proposed occupancies. Deflections, cracking, vibrations may be observable. No structural reinforcement required. Minor structural repairs required. Some significant maintenance repairs required. FAIR Majority of structure meets structural code requirements. Portions of structure are not capable of carrying proposed occupancies. Deflections, cracking, vibrations, structural distress is observable. Structural reinforcement required in limited portions of the structure. Structural repairs required generally. Many significant maintenance repairs required. POOR Majority of structure does not meet structural code requirements. Much of the building is not capable of carrying proposed occupancies. Deflections, cracking, vibrations, structural distress commonly observable throughout the structure. Major reinforcement or reconstruction of the structure is required. Major maintenance repairs are required. Structure exhibits significant deflections, cracking, vibrations, structural distress. Structure requires extensive reinforcement or reconstruction of impractical scope. NOTE: Some parts of each definition may not apply. Pittsburgh I Jacksonville I Charlotte I Morgantown RECOMMENDATIONS FOR REPAIRS: The most serious element is the roof. There are two proposals for repairing this roof. The first is from Target Roofing and Sheet Metal in Naples. Their proposal is dated February 25, 2020 and provides a GAF Everguard 60 mil plate bonded roof cover as follows: BasePrice: ......................................................................... $29,214 Option 1: GAF Diamond Pledge 20 YRW.............................$1,200 Option 2: Furnish and install coping cap.............................$5,034 Option 3: Furnish and install collector box & downspouts.$4,712 TOTAL......................................................................... $40,160 A second price comes from King Roofing in Naples. Their proposal is dated January 29, 2020 and provides a Certainteed Flintlastic System and will provide drains but makes no mention of downspouts. It provides a 5-year warranty and has a cost of $54,300. Based on these two proposals, we recommend using the Target Roofing system including the alternates for $40,160. Windows require repairs. Based on their condition, we recommend replacing the 21 historic windows with wooden windows that replicate the original wood windows. Protection could be with plywood or board shutters. The aluminum windows in the addition date to its construction in 1950. These windows need restoration. We recommend that those windows be restored to match their original condition. The upper door is no longer needed due to removal of the stair. We recommend that this door be converted to an aluminum window that matches the windows in the addition. Alternately, this door could be removed and the opening sealed to match the existing condition of the wall. Either one of these solutions will work for restoration. Exterior doors require restoration. We recommend that all exterior doors are restored. Exterior walls are damaged. We recommend that those repairs are completed. Interiors will require work for its new use. That work will be determined at that time. Structural repairs include roof sheathing, particularly at roof leaks, and other areas of deterioration. Much of this work will be included in repair of the roofs noted above. Some termite damage will need repairs. Standing water in the attic should be removed, as well as the tarp after roofing has been completed. Second floor framing members require 2 x 12 joists sistered to them. A review of plumbing should be conducted by a qualified consultant and necessary repairs should take place. The stairs at the northeast corner are damaged and require replacement. Exterior stairs require restoration, replacement, or other work, such as the ramp on the south side. The concrete stairs on the west side should be restored to match their historic configuration. The wooden stair on the south side should be demolished and rebuilt for code compliant ADA access. The underside of the structure has not been inspected, but deficiencies, such as cracked piers, will need restoration or replacement. We recommend that the underside be inspected by a structural engineer after clearing has occurred. Current conditions include hypodermic syringes, mosquitos, water, and rubbish. All of these should be addressed. GRANT SOURCES LIST The following source list is presented to aid in procuring grants that may be available for this historic rehabilitation/restoration project. There are many sources of funding available for historic preservation projects. Our clients with similar projects have received grant funds from various sources, including capital campaign funds, the local Tourist Development Council, Private Foundations, local government funding, but by far the most significant amount of funding has come from the State of Florida. Florida Department of State Laurel Lee, Secretary of State Division of Historical Resources 500 South Bronough Street Tallahassee, FL 32399 (850)245-6500 Historic Preservation Grants Program DHRgrants@dos.myflorida.com Historic Preservation Grants in Aid Program: Historic Preservation Small Matching Grants Historic Museums Small Matching Grants Historic Preservation & Historical Museums Special Category Grants Further information is available at the Internet address: http://dos.myflorida.com/historical/grants/ Also State of Florida Department of Cultural Affairs: CULTURAL FACILITIES PROGRAM Teri Abstein 329 North Meridian Street Tallahassee, FL 32301 (850)245-6299 teri.abstein@dos.myflorida.com http://dos.myfIorida.com/cultural/grants/grant-programs/cultural-facilities/ United States Government, US Department of the Interior, National Parks Service https://www.nps.gov/orgs/1623/hpf-in-action.htm National Trust for Historic Preservation The National Trust has a State funding Program for Historic Preservation that is funded through corporation trust fund, (approximately $2,000,000 available) 2600 Virginia Avenue NW Suite 1100 Washington, DC 20037 info@savingplaces.org Web site: https://savingplaces.org/grants The National Park Service in partnership with the Institute of Museum and Library Services, the National Endowment for the Arts, and the National Endowment for the Humanities Save America's Treasures grants These grants and the matching funds support the preservation of nationally significant historic properties and collections across America. 1849 C Street NW Washington, D.C. 20240 202-208-6843 Web Site: http://www.nps.gov/ American Society of Landscape Architects (ASLA) This organization provides historic preservation fund grants to preserve nationally significant intellectual and cultural artifacts, historic structures and sites 636 Eye Street NW Washington, D.C. 20001 1-888-999-2752 info@asla.org Web Site: www.asla.org Private Sector Funding is also available from the private sector, specifically foundations and grants established by individuals and corporations SUMMARY OF FINDINGS: The Bank Building requires repair on a number of items, with the roof being the number one component. Water coming in from the roof is causing continuous damage which should be stopped in the near future. A second issue includes replacement of missing windows, specifically on the west side first floor. This window allows moisture to enter the building. That window was on the outside of the building and should be installed. Other items requiring attention are inside and outside of the building. We recommend that those items be listed by priority, with stairs being the highest component. Please call to discuss this report as needed. Sincerely, Bert Bender, Architect Roofing Quotation State Certified License: CCC1326642 1 Front Street Marco Island, Florida 34145 LIC#CCC1332503 mooremarcoroofing@gmail.com Customer Name: Date: 3/18/21 Job: #202187 Everglades City Bank Building/ Patty Email: Job Address Cell Phone: 201 Broadway Ave W Everglades City FL 34139 239-719-0020 Proposal / Contract: Flat Roof Replacement Budget #'s • Obtain permits and inspections • Remove existing flat roof down to tongue and grove wood decking • Replace any rotten wood at $22.50/ linear ft additional cost • Replace any rotten fascia at (price to be determined, will depend on the historical societies requirements) • Install new retro drains and scuppers • Install new 2 ply modify peel-n-stick base sheet torch applied granulated cap sheet • Clean up all refuse from job site We propose to furnish material and labor - complete in accordance with the above specifications for the sum of: $73,000.00. All material to be as specified. All work to be completed in a workman -like manner according to standard practices. Any alteration or deviation from above specifications involving extra cost will be executed only upon written orders and will become an extra charge over and above estimate. All agreements contingent upon strikes, accidents, or delays beyond our control. Owner to carry fire, tornado, and other necessary insurance. Moore Roofing will carry workman's compensation and liability insurance with accordance to state requirements. Moore Roofing will not be responsible for damage to the interior of home and or building caused by a defective roof, nor damage to a/c lines, electrical lines, or other items which may be installed to close to decking. Acceptance of contract: Home owner agrees if payments aren't made as specified in contract, he/she will be responsible for any and all collection charges, attorney's fees and all court costs, plus additional late charge fees of $45.00 per day minimum. No warranties will be issued until payment is made in full, including any and all extra charges for woodwork or alterations unless specifically detailed on the face of the contract. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory, and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above. Customer Signature Date President Signature Date *Note: Due to rising materials costs, this proposal may be revoked if not accepted within 14 days. Architectural Plan Quotation C, tfp@pmsarch.com }( 0 0 ts A a Q 0 0. Q 4of27 i } 4h% Tyler Patak Fri, May 28, 8:05 AM (b days ago) h , to Patty, me, Jeff Patty and Kathy, Thank you for talking to us about this exciting project. It's exactly the type of project we look for and enjoy. It's truly our niche from research to physical investigations to problem solving to ribbon cutting. We're hoping to be with the Society for the full run. However, as we discussed, we also understand the realities of funding projects of this size and complexity. In an effort to keep the bank's momentum, we took the liberty of breaking dawn the fee for a $2.5m project_ Obviously, a ten percent fee would be $250k_ Architectural fees are typically divided into the following phases: Master Plan 5% Schematic Design 10°I1) Design Development 20% Construction Documents 40% Bidding/Permitting Assistance 5% Construction Administration 20% The option exists to create an Arch itecturaUEngineering contract for the frst two phases only. Fifteen percent of the total fee would be $37.500. This would keep the project moving through solid investigations and data driven decision making. It would also result in drawings and other documents describing the scope of work. For a little more we could probably get our mechanical, electrical, and plumbing engineers involved with descriptions of their systems_ These documents would be very valuable for grant applications and other fundraising opportunities when added to all the information you've already gathered_ Please don't hesitate to reach out for any other information we may be able to provide_ Thanks again for considering us for the Bank of the Everglades project. Thanks, Ty Dr. Tyler F. Patak NCARB, AIA, MBA, CPD, LEER AP BD+C FL License AR-00126108 NC License 11636 ParkerfMudgettlSmith Architects, Inc. 2136 McGregor Blvd. Fort Myers, FL 33901 Project Wish List Please Help Us Save the Bank of Everglades Building The Everglades Society for Historic Preservation (ESHP), a Florida 501(c)(3) non-profit corporation, is the new owner of the historic Bank of Everglades building in Everglades City! This beautiful 1920s building was built by Barron Gift Collier as a dignified landmark and home for the Bank of Everglades. ESHP acquired the Bank of Everglades building from the previousowner, Mr. tRobert Flick of Naples, Florida, as a generous donation so that the building can be restored and serve our community for many years to come as the visitor center and boutique retail spaces. We will not be able to do this alone. Your donation, in any amount, is critical. Please help us preserve history and save the Bank of Everglades building. Bank of Everglades Building, August 2021, WISH LIST Description of Items or Services Needed Cost Source of Funding Status Historic building assessment, structural report excluding foundation $13, 050 Private Donations Complete Structural engineering foundation analysis & report $4 , 237 ESHP Complete Liability & D & O Insurance, 1-year policy $1, 210 ESHP Complete Legal fees for title transfer from owner to ESHP t/b/ Pro -Bono In process Property taxes (2020 owed to County) $7 , 543 ESHP Complete Termite mitigation: tent to eradicate dr wood termites $ 6 , 2 7 8 ESHP Aug26 Roofing: patch main building roof (temporary repair) $5 , 750 ESHP Complete Survey of building & elevation (Stoner Surveyors) t/b/ Pro -Bono In process Vegetation Removal near foundations t/b/ Pro -Bono Complete Historic District signage & maps $1, 200 ESHP Complete Modifications needed to activate electricity (estimate) $2 , 500 Pro -Bono Complete Labor to expose beams & remove some drywall $4 , 675 ESHP Complete Labor for ongoing interior demolition, $600/day $ 3 , 0 0 0 on hold Dum ster Rental $350 per load (estimate 3 more loads) $1, 050 on -hold Monthly utility bills $260/mon (estimate) $ 3 ,12 0 Needed Restoration of antique furniture for future use/sale $10 , 500 Needed Architectural services for rehabilitation, 10% of cost t/b/d Needed Demolition of 1956 addition t/b/d Needed Building foundation en ineerin & replacement (estimate) $450 , 000 Needed New roof on main building (estimate) $73 , 000 Needed New windows & doors, replicas of original ones (estimate) $55 , 000 Needed Air Conditioning, 2 units t/b/d Needed Elevator, for ADA compliance t/b/d Needed Staircases (front and back, for fire safety compliance) t/b/d Needed Interior renovation, downstairs & upstairs t/b/d Needed Exterior stucco work t/b/d Needed Exterior paint work t/b/ Pro -Bono Needed Landscaping I t/b/ Pro -Bono Needed To contribute, make your check payable to ESHP with memo "SaveBOE Fund" and send to: EVERGLADES SOCIETY FOR HISTORIC PRESERVATION PO Box 46, Everglades City, FL 34139 Or Scan the OR code to make a donation securely through PayPal® 22.A.b CiQWV Ci014ktty I-,Tc 14011J_1 COLLIER COUNTY HISTORIC/ARCHAEOLOGICAL PRESERVATION BOARD WILL MEET AT9:15 AM, FRIDAY, August 20, 2021 AT THE COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT — DIVISION OF PLANNING & ZONING, CONFERENCE ROOM 610, LOCATED AT 2800 NORTH HORSESHOE DRIVE, NAPLES, FLORIDA. NOTE: ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THIS BOARD WILL NEED A RECORD OF THE PROCEEDINGS PERTAINING THERETO, AND THEREFORE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. Any person in need of a verbatim record of the meeting may request a copy of the audio recording from the Collier County Growth Management Division Department of Planning and Zoning. ALL MATERIAL USED IN PRESENTATIONS BEFORE THE HAPB WILL BECOME A PERMANENT PART OF THE RECORD. THESE MATERIALS WILL BE AVAILABLE FOR PRESENTATION TO THE BOARD OF COUNTY COMMISSIONERS. 1. ROLL CALL/ATTENDANCE 2. ADDENDA TO THE AGENDA 3. APPROVAL OF THE AGENDA 4. APPROVAL OF MINUTES: May 21, 2021 5. OLD BUSINESS: A. Goodlette/Pine Ridge Road (Plot W) historic designation B. Indian Hill Site on Marco Island 6. NEW BUSINESS: A. Everglades Society for Historic Preservation (ESHP) presentation of the Business Plan for the Bank of Everglades (BOE) Building 7. REVIEW OF PROJECT AND ACTIVITY LOG: 8. PUBLIC COMMENTS: 9. HAPB COMMENTS: 10. ADJOURNMENT: Packet Pg. 405 22.A.b May 21, 2021 MINUTES OF THE MEETING OF THE COLLIER COUNTY HISTORICAL/ARCHAEOLOGICAL PRESERVATION BOARD Naples, Florida, May 21, 2021 LET IT BE REMEMBERED, the Collier County Historical/Archaeological Preservation Board in and for the County of Collier, having conducted business herein, met on this date at 9:15 A.M. in REGULAR SESSION at the Collier County Growth Management Division — Planning and Regulation, Conference Room #610, 2800 North Horseshoe Drive, Naples, Florida with the following members present: CHAIRMAN: Eugene Erjavec Elizabeth Perdichizzi Barry O'Brien Patricia Sherry George Thompson Austin Bell James Bennett ALSO PRESENT: Ray Bellows, Planning Manager, Zoning Services Timothy Finn, Principal Planner Sean Kingston, Senior Planner Packet Pg. 406 22.A.b May 21, 2021 1. Roll Call/Attendance: Chairman Erjavec called the meeting to order at 9:18am, roll call was taken and a quorum was established. 2. Addenda to Agenda Mr. Bellows reported discussion of a letter from the Marco Island Historical Society (MIHS) to the City of Marco Island should occur under Item 5.D. 3. Approval of Agenda Mr. Thompson moved to approve the Agenda subject to the addition of Item 5.D — MIHS Letter. Second by Ms. Sherry. Carried unanimously 7 — 0. 4. Approval of Minutes: April 16, 2021 Mr. Thompson moved to approve the minutes of the April 16, 2021 meeting subject to the following change: • Item 5.1), Line 8 and 10 —from "...City..." to "...County..." Second by Bell. Carried unanimously 7 — 0. 5. Old Business A. Goodlette/Pine Ridge Road (Plot W) historic designation Amanda Townsend, Director of Museums provided the update noting: • There is a cemetery area dating back to the 1930's which spans the area from US41 to the railroad tracks located on Pine Ridge Road. • Much of the area has now been developed and in private ownership but there are a few plotted areas remaining with some of the remains relocated over time. • The County currently owns and maintains Unit B (Rosemary Cemetery) and is trying to obtain title to Units W and N. • The last historical record was a survey conducted in 1966 and it is unlikely any use of the area for this purpose occurred before it was developed in 1930 +/ • She will provide updates as they become available. B. Horse Creek Historic Marker update by Chair Chairman Erjavec reported: • He visited the preserve site last week located on Old Tamiami Trail in the Horse Creek development. • The preserve contains remnants of Tamiami Trail and the Association, when it was developed was required to provide signage in the area notifying the public of the old roadway. • The area is not very accessible, lacks parking availability, is gated with a sign posted about the Trail and also is the site of a tortoise sanctuary. • There was a marker on the site at one time which contained more detailed information, however it disappeared and the concept was to have it replaced in some format, however the Homeowners Association has shown little interest in the efforts. During Board discussion, it was noted: • The area in question is protected as preserve lands and not threatened by development, is accessible however there is no parking at the location. 2 Packet Pg. 407 22.A.b May 21, 2021 The homeowners association has complied with the County requirements to preserve the area and install a sign. One measure which may want to be considered is adding a photographic to the next printing of the brochure given the site is listed in the publication. Consideration may want to be given to pursuing a walking trail for the area, however there is no parking available, a trail does exist and it may not be beneficial to introduce a lot of foot traffic given it is a tortoise sanctuary. Mr. Bellows noted the site is not designated as a historic site by the Board of County Commissioners and the homeowners association is in conformance with the permit requirements for preservation and signage. Chairman Erjavec moved to remove the item from the Activity Log and revisit it when the Guide to Historic Sites in Collier County is updated to determine any further measures which may want to be taken. Second by Mr. Thompson. Carried unanimously 7 — 0. C. Indian Hill Site on Marco Island Chairman Erjavec provided an update on the site noting: • Historically, he has been communicating with representatives of the City of Marco Island in attempts to arrange a meeting on the parcels of land in the area in order to discuss its preservation, however to date has not had the meeting. • The area in question contains 4 - 5 lots with burial sites over 2,000 old or other sites with historic relics which have been disturbed over the past 80 years as Marco Island has been developed. • In addition to the burial sites, the Barfield home, an observation tower, and old hotel site were located on the lots over the course of time. • A current owner of one of the lots is aware of the historic nature of his site and been taking measures to protect it. The Board noted at this point, it would be beneficial to await the City of Marco Island's response to the Marco Island Historical Society's letter on the feasibility of a Memorandum of Understanding (MOU) between the City of Marco Island and Collier County for historic preservation. D. Letter by Marco Island Historical Society Mr. Bell reported (as noted above) a letter (dated May 19, 2021) was sent to the City of Marco Island by the MIHS proposing a MOU between the City of Marco Island and Collier County for Historic preservation purposes. 6. New Business None 7. Review of Project and Activity Log The Board reviewed the "Collier County Archeological and Preservation Board Project Activity Tracking Log (Revised on 516121). " 8. Public Comment Packet Pg. 408 22.A.b May 21, 2021 None 9. HAPB Comments Mr. Bell reported he met with archeologist Bob Carr turned over 40 boxes of Marco Island relics to the MIHS and an intern is being engaged to assist in cataloging the items. The items are mostly from the Old Marco Inn and Caxambas areas. Mr. Bennett commented on the importance of undertaking measures for public awareness of the County's historic assets to help improve visitation to the sites and County Museums. Meeting Schedule Ms. Perdichizzi moved to cancel the June meeting. Second by Ms. Sherry. Carried unanimously 7 — 0. The next meeting will be held on July 16th, 2021. There being no further business for the good of the County, the meeting was adjourned at 10:05A.M. HISTORICAL/ARCHAEOLOGICAL PRESERVATION BOARD Chairman, Eugene Erjavec These meeting notes approved by the Board/Committee on as presented or as amended 4 Packet Pg. 409 (8dVH) paeOB U01lenaasaad 3i6OlOae43aV pue OiaOISIH : Z£8LO 10MOed 6ui}aaw 8dVH 6Z-OZ-8 :4u9wL4Oe;4y 1 w w> H at 'o L a C @ a) @ O C N 0) E y a O Z lC .C' 0 cn w O @ a > O C C U @ N C C U O >@ C¢ O@@ c@ 03 t 0 t Om �� Tmdw 3 X-0 0 � �Loj:-15 i � w 2 9 -O O_ a) ` a) a) 7 @ >` @ tz C @ 4; C m a) Ea)c c p >(n 0 0� ��. 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Our assessment is as follows: TABLE OF CONTENTS: SUMMARY PHYSICAL DESCRIPTION —ARCHITECTURAL • Site Components • Exterior Components • Exterior Walls • Roof Systems • Window and Air Conditioning Systems • Interiors ARCHITECTURAL FLOOR PLANS STRUCTURAL REPORT — BACKGROUND • Observations • Evaluation and Recommendation • Conclusion PHOTOGRAPHS FOR STRUCTURAL REPORT STRUCTURAL SURVEY DRAWING DEFINITIONS OF DURABILITY OF COVER EXISTING STRUCTURAL CONDITIONS EVALUATION ARCHITECTURAL RECOMMENDATIONS FOR REPAIRS GRANT SOURCES LIST 410 Angela Street Key West, Florida 33040 Telephone (305) 296-1347 info@benderarchitects.com Florida License A,4C002022 www.BenderArchitects.com Packet Pg. 434 22.A.b BANK OF EVERGLADES DRAFT REPORT This report was commissioned by the Everglades Society for Historic Preservation for the Historic Bank of Everglades Building. That building was reviewed by this firm, Bender & Associates Architects, in late 2017 and early 2018, to analyze its current condition. Access to the interior was not available at that time, so the report dealt with exterior damage only. Collier County was incorporated in 1923 and was named for Barron Collier, who founded the county. Everglades City was named as the county seat. The Everglades Bank Building was started in 1923 by Barron Collier and was the only bank in Collier County until 1949. Temporary offices were located in a small building across Broadway until this building was completed in 1926. It was designed by architect William O. Sparklin. The building is in the center of town and faces the river, to attract clients arriving by boat. This Everglades Bank Building was the only bank in Collier County for 26 years. It was in continuous operation, including through the Great Depression, until 1962 when the county seat and most of the Collier corporation's activities moved to Naples. The bank charter was sold to the Bank of Immokalee. Offices on the top floor were used by Humble Oil from the 1940s for more than 20 years while they explored oil in Sunniland, 30 miles north on State Highway 29. The Collier County school board moved in after Humble Oil moved out. In the 1970s, the building was owned by novelist Buck Dawson who used it as a boarding house. Joe and Rusty Rupis published the "Everglades Echo", founded in 1979 as a weekly newspaper. The building was sold in 1988 to the Tuff family. Currently, the building is empty. There are two proposals for roofing this building from Naples Roofers, King Roofing, and Target Roofing, to repair the roof that currently leaks. SUMMARY: The Bank of the Everglades is located at 201 Broadway Avenue W, Everglades City. The two-story building was built in 1926, with a rectangular footprint, a continuous footing at exterior walls and 1 % inches of stucco over 2 x 6 wood walls The roof is flat, sloping from the center to the north and south walls. Windows are aluminum, replacements for the original wood windows. The building is in the Classic Revival style with pediments above the main entrance and side walls. A two-story addition was added to the building in 1950 on the northeast end. This addition was masonry covered with stucco in a style that replicates the original building. The stair on the southeast side is the original stair and was likely open to the exterior when built. It is currently enclosed. Packet Pg. 435 22.A.b PHYSICAL DESCRIPTION ITEM: Site Components The Bank of the Everglades is located in a small fishing village on the north end of the Everglades. The lot is a small grassy lot south of the Everglades Rod & Gun Club. The City Hall is east of this lot at the main circle. Everglades City is a narrow north -south aligned town on the east side of the Baron River. It opens on the south to the Chokoloskee Bay and Everglades National Park. There are grass and plants on the south, north, and west end of the building. Parking consists of 12 spaces on the east end of the building. Large shrubs border this lot on the south and north sides to screen it. This building and the City Hall are designed in the classical revival style. The Rod & Gun Club, dating from ca. 1880, is also a significant historic structure. All of them are easy to locate and define the center of the historic district. View showing surrounding site components. Courtesy of Google Maps. Packet Pg. 436 22.A.b The Bank from the west side showing site elements. Courtesy of Google Maps. ITEM: Exterior Components The building is rectangular in plan, 36 feet wide x 74 feet long, designed in Classical Revival style, and is two -stories in height. The roof is flat behind exterior parapets. Current windows are aluminum that replaced original wood units. The building is distinctive in its presentation. The base projects out of the upper envelope by 5 inches. The building is distinctive in detailing. The base is darker than the upper portion and defines the building as substantial. Each of the north, south, and west sides have white pilasters attached. The pilasters divide the north and south sides into four bays, while the west end divides the elevation into three parts. Access on the west is up four curved risers to a landing. There are doors at the south side at the stair, coming up a ramp, and one at the north end of the east end to a 1950s room. That room has a stair inside that accesses the second floor. A fourth door exists on the second floor of the north side, but no stair reaches it. There are 30 aluminum windows on this building that replaced original wood units, 21 in the historic building and 9 on the 1950s addition. It is assumed that all were installed in 1950 when the addition was built. All will need restoration to the original wood or aluminum windows at a future date. a� a a� c m m m a Q x N O N CO r-+ C E t V R Q Packet Pg. 437 22.A.b West elevation South side Packet Pg. 438 22.A.b The building is formal in its current format. All elevations, north, west, and south are symmetrical. The north and south walls of the historic building match. Each is divided into four parts separated by a two -foot -wide plinth. The building is supported by a base projecting out 5 inches from the main wall. This base, with its two vents at each bay, establishes a formal presence. North side East side with parking Packet Pg. 439 22.A.b ITEM: Exterior Walls Exterior walls of the historic building are constructed of nominal 2 x 6 wood studs, %" inch wood siding, 1.5 inches of concrete stucco outside, and a plaster interior finish for a 9 inch finish wall system. The vault is constructed with 8-inch thick concrete walls and roof. The 1950 addition is constructed of masonry with a stucco exterior finish. There are some cracks in the walls, but overall, they are in good condition. 1000*101 Attic area N cc a a� c ITEM: Roof Systems r m m a m a All roofs are framed in wood with the upper wall structures exposed. The materials are in good condition with no evidence = of distress identified except where the roof leaks. The exterior siding was set at a 45-degree angle for structural stability. There was no evidence of damage to wall studs, sheathing, or roof joists in the attic. There were some roof leaks that N needed repairs. CO c aD E ca Q Packet Pg. 440 22.A.b I N N E ! ' 4 m ' k O `4 r 4' Attic area showing roof drain and plastic ITEM: Windows and Air Conditioning Systems There are 30 aluminum windows on the building, 21 on the original building and 9 on the rear 1950 addition. All windows will require restoration, which will include replacing them with wood double hung sashes. The new windows should replicate the original wood double hung windows. Work will be required at sashes and framing. Some windows have been removed or altered to allow through window A/C units. New air conditioning systems should be installed in this building to replace the through window units. Two systems will allow more control. The first -floor unit can be in the rear closet area. This system can be altered to A/C the first -floor as needed. The second -floor unit will address the second -floor rooms. The design should be adjustable to allow second floor offices or housing units to be comfortable. The final design will be based on what the final use is. This might require using separate units for each apartment or allowing units to adjust their temperature. Q Packet Pg. 441 22.A.b ,A Exterior window Interior trim ITEM: Interiors The interiors have been altered over time, with some demolition in progress at this time. The interior floors are wooden boards. The exterior walls and original walls are plaster. The base wall exterior on the first floor had a wood wall from the window sills to the floor below. Walls above the sills were plaster. There are three columns running the length of the building. These are centered on the building. All of them are 11.5 inches square surrounding a 6 x 6 wood post. A beam sits on them that supports the second -floor joists. It is assumed that the beam is the same height as the second -floor system since no beam is visible above these columns. a� L) M a a) c r m This photo shows the first floor with partitions m partially demolished. d Q 2 N O N 00 Q Packet Pg. 442 22.A.b In 1962, the current Bank of Everglades was sold to the Bank of Immokalee. Changes then occurred to this building which converted it to a rooming house. The second floor continued to serve as office space until the 1970s when they became part of the rooming house. Other changes included adding a second stair from the second -floor. That exit went out of the second -floor to a landing with a stair to grade. The landing is still in place but the stair is now gone. That stair was replaced with a new stair that goes into the northeast room and exits to the parking lot. Each of these rooms have their own r N bathrooms. All floors are wood. Historic walls are still plaster. New wood frame walls are drywall on wood studs. Ceilings N are plaster or acoustic tiles in a metal grid. The original wooden stair is still in place at the southeast corner. The second N floor has five bedrooms plus a general room with a half bath. There is a laundry and kitchen on the first floor that serves n all guests. These photos show second floor areas. Top left is the stair. Top right is the upper landing. Lower left is the hall. Lower right is the bedroom. Packet Pg. 443 22.A.b IL—. These are second floor bedrooms and bathrooms. I Packet Pg. 444 V 012101J 'A 1N f100 a3!1100 �Saa9 � 22.A.b R I!0 sape!6ian3 Bern peoi9 IOZ _ vd ' N S30V]0J 13n3 30 NNda =�Rg1 SZ��Z�H�2IV - X a.4 d sappossy T �,a�uag - x NOIlIaNOO JNIISIX3 <y�s g w m v m IL as c a� m m IL Q x N O N 00 C d E t 0 R r r+ Q Packet Pg. 445 tl0121oIJ 'eiNnoO 213!II �Saaw 22.A.b RI!0 sape!6ian3 Rernpeoi9 IOZ S30V]0J 13n3 30 NNda X .y �:sa�roiaossy �a�uag x NOIlIaN00 JNIISIX3u -M g Lui I.- -he m V m a as c a� m m IL Q x N O N 00 C d E t 0 R r r+ Q L I I I J Packet Pg. 446 22.A.b AESATLANTIC ENGINE RING SERVICES s501 Arlington Expy. September 15, 2020 Building B, Suite 201 Jacksonville, FL 32211 Mr. Bert L. Bender, RA, LEED AP PH: 904.743.4633 Bender & Associates Architects, P.A. FX: 904.725.9295 410 Angela Street jax@aespj.com Key West, Florida 33040-7401 www.aespj.com Re: Bank of Everglades - Structural Evaluation Everglades City, Florida Dear Bert: AES Project: #320-030 Atlantic Engineering Services of Jacksonville (AES) has completed its evaluation of the structure located at 201 Broadway Avenue West in Everglades City, Florida, also known as the Bank of Everglades Building. Our assessment consisted of a visual review of the structure on August 13th and 14th, 2020. Present at the site were Mr. Bert L. Bender, RA, LEED AP with Bender & Associates Architects, P.A. and Mr. Kyle W. Binninger, P.E. with AES. BACKGROUND The structure located at 201 Broadway Avenue West was constructed circa 1926 and is a two-story, wood framed building bearing on masonry stem walls on concrete foundations. The original exterior walls are constructed of 2-inch x 6-inch wood studs and concrete stucco exterior. Approximately in 1950, a two-story addition was placed at the northeast corner and was constructed of 8-inch concrete masonry units (CMU) with concrete stucco exterior that bear on concrete foundations. The building is in the Classical Revival Style with pediments above the main entrance and at the roof line of the second -story (see Photograph 1). Pilasters with capitals are on all elevations except the west side (see Photograph 2). The roof of the original 1926 construction is a gabled roof with roughly a half inch per foot slope to the north and south bearing walls. The 1-inch x 8-inch roof sheathing is supported by 2-inch x 8-inch roof joists spaced at 24- inches on center, which bear on the perimeter north and south walls and the 2-inch x 4-inch center knee wall. In cd each corner of the roof, roughly an 8-inch diameter roof drain penetrates the roof sheathing and drops into the a attic space to then protrude through either the north or south bearing walls. The perimeter of the structure has a) roughly a 2-foot tall parapet constructed of 2-inch x 4-inch spliced studs with a 2x knee brace from the roof joists (see Photograph 3). The overall attic space is approximately 6-feet tall at the highest point. The attic framing � consists of 2-inch x 4-inch ceiling joists spanning to the perimeter and interior load bearing walls. M ca The addition constructed in 1950, compared to the original construction, has a lower mono sloped roof, which = slopes eastwardly. The roof is comprised of 1-inch x 8-inch roof sheathing and 2-inch x 8-inch roof joists at 16- N inches on center. The roof joists bear on the perimeter CMU walls and interior 2-inch x 4-inch center wall. The o joists are pocketed into the CMU structure at the north and south bearing walls, and bear and lap on the center 00 wood stud wall. There are 1X ceiling sleepers attached to the underside of the roof joists which support the plaster ceiling. E to Q Pittsburgh Jacksonville Charlotte Morgantown Packet Pg. 447 22.A.b A E S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 2 of 16 AES Project: *320-030 The second -floor framing of the original 1926 construction consists of 3/4-inch x 3-inch tongue and groove wood decking supported by 2-inch x 12-inch wood floor joists at 16-inches on center, supported by the perimeter load bearing 2-inch x 6-inch wood stud walls, and a centered multi -ply 2-inch x 12-inch wood beam supported by three (3) 6-inch x 6-inch wood columns at quarters and pocketed in the original exterior walls. The addition constructed in 1950 has a second -floor of similar construction with the exception of the wood floor joists pocketing into the perimeter CMU walls and bearing on interior 2-inch x 6-inch wood stud walls, which are framed tight to the concrete vault. The concrete vault is constructed with a 4-inch thick reinforced concrete roof supported by 12- inch thick reinforced concrete walls, which are supported by concrete foundations. Access from the first floor to the second is by an interior staircase located at the southeast corner of the structure and consists of 2-inch x 12-inch stair stringers at 16-inches on center and 1X decking. Located at the northeast corner of the structure is an abandoned staircase that once linked the first and second floors near the 1950 addition. The first -floor framing of the original 1926 construction consists of 3/4-inch x 3-inch tongue and groove wood decking supported by 2-inch x 12-inch wood floor joists at 16-inches on center; supported wood beam consisting of three (3) 2x12's located at the perimeter of the building and the interior centerline. The multi -ply beam spans to concrete piers at third -points of the structure and the corners. It is assumed the concrete piers bear on concrete shallow foundations. Access to the building is provided through the west and south facades. The west entry is the main entry where a set of double doors provides access into the structure by means of cast -in -place concrete steps with a topping slab. The south entry has a wood ramp constructed of 2X stringers with composite lumber decking, which spans from the east parking lot and connects to the original concrete landing located at the stoop of the south facade. The original stoop remains and is constructed of a 4-inch concrete slab spanning to 8-inch CMU walls with the original concrete steps located under the wooden ramp. A door is located at the first floor of the east facade and is accessible by a set of wooden stairs and a wooden landing. Additionally, a second -floor door is located at the north facade and is inaccessible with no stairs leading to the door from the perimeter, and no interior walkways leading to the door from the interior of the structure. OBSERVATIONS Our structural condition evaluation consisted of a visual review of the structure. The survey plans approximately a� locate the deteriorated areas pinpointed during our survey (see Appendix A). The overall structure is in FAIR M a condition (see Appendix C, Existing Structural Conditions Evaluation Criteria). c All roofs are in POOR condition due to the failing waterproofing membrane, and the roof drains which appear to r have been leaking for several years. The original roof framing consisting of the decking and joists is severely M deteriorated at the roof drains (see Photograph 4). Throughout, signs of active termites and termite damaged Q framing is evident. A plastic membrane was placed above the ceiling joists within the attic and is acting as a = secondary roofing membrane. The plastic tarp is holding water within the attic space (see Photograph 5). The N roof of the 1950s addition has a hole and allows rainwater and elements into the building to further deteriorate o the existingroof, second, and first floor framing g (see Photograph 6). N 00 The second floor is in FAIR condition overall with the following exceptions noted; several areas of floor decking E and floor joists are deteriorated due to water intrusion through windows and the roof with additional water damage due to leaking pipes (see Photographs 7, 8, & 9). Several floor joists have been coped for the existing plumbing, compromising the integrity of the floor joists (see Photograph 10). Additionally, the stairs linking the Q first floor to the second floor at the northeast corner are severely deteriorated and are structurally unstable, and the wood handrail has failed (see Photograph 11). These stairs replaced a previous stair, which provided access to the second -floor exterior door. There is no longer interior access to the second -floor exterior door. Pittsburgh I Jacksonville Charlotte I Morgantown Packet Pg. 448 22.A.b A E S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 3 of 16 AES Project: *320-030 The concrete vault appeared to be in GOOD condition with no exceptions noted. A hole was cut into the east wall to allow access through the vault into the east rear corridor. The main vault door appears to be inoperable due to severely deteriorated internal components. The foundations of the vault were not reviewed. The first floor appears to be in FAIR condition with minor deteriorated tongue and groove floor decking (see Photograph 12). The first -floor framing and foundations were not observed from within the crawl space due to standing water, excessive mosquitoes, and debris found. However, a conduit access hole allowed viewing of the northeast section of the original 1926 structure. Upon review, it was noted that the northeast pier is severely cracked and damaged (see Photograph 13). The stairs and landing at the entry of the east fagade building are severely deteriorated, unstable, and in POOR condition. It appears the framing is non -pressure treated lumber with several loose deck boards (see Photograph 14). The wooden handrail has failed and the structure bears directly on grade or on split CMU (see Photograph 15). Located at the west fagade, the cast -in -place steps and perimeter walls appear to be in FAIR condition with minor topping cracks and spalls (see Photograph 16). The south fagade entry is in FAIR condition; however, the wooden ramp is not ADA compliant. The southwest handrail post base at the ramp landing has deteriorated and caused the concrete topping to spall, exposing the metal base, and causing additional deterioration (see Photograph 17). At the north fagade of the second -floor entry, the rear access steps have been removed and the wooden landing is severely deteriorated and beyond repair (see Photograph 18). The perimeter walls of the original 1926 structure have roughly 1-1/2-inch thick concrete cladding with a skim coat of smooth stucco. It appears the cladding has cracked at the base of the first floor to the foundation wall junction in several areas (see Photographs 19 and 20). EVALUATION AND RECOMMENDATIONS The structure located at 201 Broadway Avenue West in Everglades City, Florida, also known as the Bank of Everglades Building, is in FAIR condition overall, and requires repair and significant maintenance. The deteriorated roof joists require reinforcing with new 2X wood framing members and the deteriorated connections require repair. Roof sheathing, associated with the roof leaks, requires replacement. Once the necessary roof framing repairs have been completed, it is critical that a new roof be installed at both the high and low roofs to mitigate future water deterioration. The reviewed termite damaged framing did not appear to be severe, but the areas should be monitored. A termite expert should be consulted to determine the best solution for mitigating the insects and minimize the potential of any further termite damage to the framing. Located within the attic, the standing water trapped in the plastic tarp needs to be removed along with the tarp. Moisture within the attic space will cause excessive humidity and increase the rate of wood decay. The tarp will be unnecessary once the re -roofing has been completed. Deteriorated second floor wood joists need to be repaired by sistering a new 2X framing member to the existing, and the associated decking needs to be replaced. Prior to completing the second -floor repairs, it is recommended the ceiling be opened by removing the plaster and exposing the coped, compromised 2-inch x 12-inch floor framing. It is recommended to sister an additional 2X to the compromised joists. A review of the plumbing is highly recommended to determine if there are still active leaks in the pipes. The plumbing review will help minimize the likeliness of future leaks and water damage to the framing. Access stairs linking the first floor to second floor at the northeast corner require demolition and reconstruction, preserving any salvageable historic framing. a� a a� c r m m m a Q 2 N 6 N 00 c a� E to Q Pittsburgh Jacksonville Charlotte Morgantown Packet Pg. 449 22.A.b AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 4 of 16 AES Project: *320-030 It is recommended, the access stairs located at the east fagade be demolished and reconstructed with pressure treated lumber on solid foundations. The wooden ramp at the south fagade did not appear to have any deficiencies, however, the ramp should be deconstructed and reconstructed if the building is to be ADA accessible. Located at the southwest corner of the south fagade entry stoop, the deteriorated handrail base should be removed and replaced with a Simpson post base connector and the concrete topping should be repaired. It is recommended the west fagade entry steps have the concrete topping patched and re -leveled. The north fagade second -floor stair landing requires deconstruction and the associated second -floor exterior entry door should be removed and patched with either an architecturally approved window or a new wall section to match the existing wall. Although the structure has survived numerous high wind events in its history; the ground floor structure should be tied down to the foundation piers. It is recommended that any spalled or cracked foundation piers be repaired. CONCLUSIONS In general, the structure located at 201 Broadway Avenue West is in FAIR condition overall, and requires significant repairs in the form of joist, beam, sheathing, decking, handrails, steps, and stucco siding repair. Several maintenance items are required to extend the life of the structure such as a new roof and painting the exterior of the structure with exterior grade paint. The foundations were not reviewed at the time of the evaluation due to standing water, excessive mosquitoes, and debris. However, the perimeter of the structure does not show signs of settlement. The ground floor structure should be tied down to the foundation piers with hurricane strapping. Please contact our office if there are any questions regarding this correspondence, or if you need any additional information. Very truly yours, ATLANTIC ENGINEERING SERVICES OF JACKSONVILLE FLORIDA CERTIFICATE OF AUTHORIZATION #791 ���``�'�. Kos", CAE lys�� �. *: N0.5 Kyle W. Binninger, P.E. _ � � Project Engineer 0• ATE OF ��: Jude T. 7Kostage, P.E. Senior Project Engineer 09/15/20 KW B/JTK/d rg Pittsburgh Jacksonville Charlotte Morgantown Packet Pg. 450 22.A.b AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 5 of 16 PHOTOGRAPHS Photograph 1 West Facade Photograph 2 South Facade AES Project: *320-030 Pittsburgh Jacksonville Charlotte Morgantown Packet Pg. 451 22.A.b AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 6 of 16 Photograph 3 Parapet Knee Brace Photograph 4 Deteriorated Roof Framing at Drain AES Project: *320-030 Pittsburgh Jacksonville Charlotte Morgantown Packet Pg. 452 22.A.b AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 7 of 16 Photograph 5 Plastic Membrane in Attic Over Ceiling Photograph 6 Rear Addition Low Roof Opening AES Project: *320-030 Pittsburgh Jacksonville Charlotte Morgantown Packet Pg. 453 22.A.b A E S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 8 of 16 0 Photograph 7 Water Damage Due to Plumbing Leak Photograph 8 Water Damage Due to Roof Leak AES Project: *320-030 Pittsburgh Jacksonville Charlotte Morgantown Packet Pg. 454 22.A.b AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 9 of 16 t Photograph 9 Water Damaged Framing at Exhaust Fan Photograph 10 Compromised Joist Due to Coping and Leaking Drainpipe AES Project: *320-030 Pittsburgh Jacksonville Charlotte Morgantown Packet Pg. 455 22.A.b AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 10 of 16 AES Project: *320-030 Photograph 11 Failed Stairs and Handrail at Northeast Corner Pittsburgh I Jacksonville Charlotte I Morgantown Packet Pg. 456 22.A.b A E S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 11 of 16 Photograph 12 Deteriorated First -Floor Decking AES Project: *320-030 Pittsburgh Jacksonville Charlotte Morgantown Packet Pg. 457 22.A.b AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 12 of 16 Photograph 13 Northeast Foundation Pier Cracked AES Project: *320-030 - -W—W Pittsburgh Jacksonville Charlotte Morgantown Packet Pg. 458 22.A.b AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 13 of 16 AES Project: *320-030 Photograph 14 East Facade Deteriorated Wood Stair Requiring Replacement on New Footings Pittsburgh I Jacksonville ' Charlotte I Morgantown Packet Pg. 459 22.A.b AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 14 of 16 AES Project: *320-030 Photograph 15 Failed Handrail and Bearing On Grade Photograph 16 West Fayade Entry Steps - Topping Deterioration Pittsburgh Jacksonville Charlotte Morgantown Packet Pg. 460 22.A.b AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 15 of 16 Photograph 17 South Facade Entry Handrail - Base Deterioration Photograph 18 North Fayade Entry Deterioration AES Project: *320-030 I a� L) M IL a� c r m m m a Q x N O N 00 C N E t V ra Q Pittsburgh Jacksonville Charlotte Morgantown Packet Pg. 461 22.A.b AE S Mr. Bert L. Bender, RA, LEED AP September 15, 2020 Page 16 of 16 Photograph 19 Northwest Corner Cladding Spall Photograph 20 Cladding Crack at First Floor Joint AES Project: *320-030 Pittsburgh Jacksonville Charlotte Morgantown Packet Pg. 462 «ez,aae:«rs: All aweme,saen.z, AR"» ■ § S]Ov]0�1]a] ]0 NNVe�\Ij}If\j�� \ SIN]Anoo4 N0I11ON00 SNI1SIk] z§ & ] C.,L ® \ »§ § m 0 ;9WW z�§) §w� F� ¥eo ems® ) §$ *Nu 0 , _ ƒ }Co LU 2 LU LU �\ )j \ 2> � OD — °LU ma»zLXZ L � ! mmazL g 2 � ((� « Gi& § Sz \Q2R K <WO < 2 §§ 2§j « � 8 # N . S� LU �z w0 §d §� \\ \\ 0\ § � \ g --- \/\ § w \ \ — �\ ) \§ --- / \ & § /\ § 2 Q < kL) § \§ \j (\ / L ¥ . � m � \ : w ¥ � \� \qk CMe 0e \q/ LU 2 \q) )22\ gCL R)// Q Packet Pg. 463 voi 2i o13 'A1Nno o 2131110o All 3 86peI6J8n3 'AempeoJ9 L 0 Z . 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II QII II w II WII II a II mll II a 3dOIS Xill ill 3dOlS w II NII II O II vll II w II w II x I I � II = ry II (y O x w a d U w CO O z w Z z z O U D j o p O ❑ = ❑ ❑ U w w w 0 O w w w Q J J J ❑ w w w w i W a WWWi w N M 7 O LL < ofO M W W O X W W 0o I I �T V J Q T W IL q X N 1 22.A.b L Packet Pg. 466 22.A.b AESATLANTIC ENGINE RING SERVICES DEFINITION OF TERMS ASSOCIATED WITH THE DURABILITY OF CONCRETE (From ACI 201.1R-08) 1 CRACKING Crack -A complete or incomplete separation, of either concrete or masonry, into two or more parts produced by breaking or fracturing. 1.1 Checking- Development of shallow cracks at closely spaced but irregular intervals on the surface of plaster, cement paste, mortar, or concrete (See also cracks and crazing). 1.2 Craze cracks- Fine random cracks or fissures in a surface of plaster, cement paste, mortar or concrete. pr Crazing- The development of craze cracks; the pattern of craze cracks existing in a surface (See also checking and cracks). 1.3 D-cracks- A series of cracks in concrete near and roughly parallel to joints and edges. 1.4 Diagonal crack- In a flexural member, an inclined crack, caused by shear stress, usually at approximately 45 degrees to the axis; or a crack in a slab, not parallel to either the lateral or longitudinal directions. 1.S Hairline cracks- Cracks in an exposed -to -view concrete surface having widths so small as to be barely perceptible. 1.6 Longitudinal cracks- A crack that develops parallel to the length of the member. 1.7 Map cracking- 1) Intersecting cracks that extend below the surface of hardened concrete; caused by shrinkage of the drying surface concrete that is restrained by concrete at greater depths where either little or no shrinkage occurs; vary in width from fine and barely visible to open and well defined; or 2) the chief symptom of a chemical reaction between alkalis in cement and mineral constituents in aggregate within hardened concrete; due to differential rate of volume change in different members of the concrete; cracking is usually random and on a fairly large scale and, in severe instances, the cracks may reach a width of 12.7 mm (0.50 in.) (See also checking and crazing; also known as pattern cracking). 1.8 Pattern cracking- Cracking on concrete surfaces in the form of a repeated sequence; resulting from a decrease in volume of the material near the surface, or an increase in volume of the material below the surface, or both (see map cracking). 1.9 Plastic shrinkage cracking- Cracking that occurs in the surface of fresh concrete soon after it is placed and while it is still plastic. 1.10 Random cracks- Uncontrolled cracks that develop at various directions away from the control joints. 1.11 Shrinkage cracking- Cracking of a structure or member due to failure in tension caused by external or internal restraints as reduction in moisture content develops, carbonation occurs, or both. 1.12 Temperature cracking- Cracking due to tensile failure, caused by temperature drop in members subjected to external restraints or by a temperature differential in members subjected to internal restraints. 1.13 Transverse cracks- Cracks that occur across the longer dimension of the member. Q Pittsburgh Jacksonville Charlotte Morgantown Packet Pg. 467 22.A.b AE S DEFINITION OF TERMS ASSOCIATED WITH THE DURABILITY OF CONCRETE Page 2 of 4 2 DISTRESS Deterioration-1) Physical manifestation of failure of a material (for example, cracking, delamination, flaking, pitting, scaling, spalling, and staining) caused by environmental or internal autogenous influences on rock and hardened concrete as well as other materials; or 2) Decomposition of material during either testing or exposure to service (See also disintegration). 2.1 Chalking- Formation of a loose powder resulting from the disintegration of the surface of concrete or an applied coating, such as cementitious coating. 2.2 Curling- The distortion of concrete member from its original shape such as the warping of a slab due to differences in temperature or moisture content in the zones adjacent to its opposite faces (See also warping). 2.3 Deflection- Movement of a point on a structure or structural element, usually measured as a linear displacement or as succession displacements transverse to a reference line or axis. 2.4 Deformation- A change in dimension or shape. 2.5 Delamination- A separation along a plane parallel to a surface, as in the case of a concrete slab, a horizontal splitting, cracking, or separation within a slab in a plane roughly parallel to, and generally near, the upper surface; found most frequently in bridge decks and caused by the corrosion of reinforcing steel or freezing or thawing; similar to spalling, scaling, or peeling except that delamination affects large areas and can often only be detected by non-destructive tests, such as tapping or chain dragging. 2.6 Disintegration- Reduction into small fragments and subsequently into particles (See also deterioration). 2.7 Distortion- See Deformation. 2.8 Drummy area- area where there is a hollow sound beneath a layer of concrete due to a delamination, poor consolidation, or void (See also delamination). 2.9 Dusting- The development of a powdered material at the surface of hardened concrete (See also chalking). 2.10 Efflorescence- A deposit of salts, usually white, formed on a surface, the substance having emerged in solution from within either concrete or masonry and subsequently been precipitated by a reaction, such as carbonation or evaporation. 2.11 Exfoliation- Disintegration occurring by peeling off in successive layers; swelling up, and opening into leaves or plates like a partly opened book. 2.12 Exudation- A liquid or viscous gel -like material discharged through a pore, crack, or opening in the surface of concrete. 2.13 Joint deficiencies- Expansion, contraction, and construction joints not functioning in intended service conditions. 2.13.1 Joint spoil- A spall adjacent to a joint. 2.13.2 Joint sealant failure- Joints opened due to a cracked and/or debonded sealant 2.13.3 Joint leakage- Liquid migrating through the joint. 2.13.4 Joint fault- Differential displacement of a portion of a structure along a joint. 2.14 Leakage- Contained material is migrating through the concrete member. 2.14.1 Leakage, liquid- Liquid is migrating through the concrete. 2.14.2 Leakage, gas- Gas is migrating through the concrete. Q Pittsburgh Jacksonville Charlotte Morgantown Packet Pg. 468 22.A.b AE S DEFINITION OF TERMS ASSOCIATED WITH THE DURABILITY OF CONCRETE Page 3 of 4 2.15 Mortar flaking- A form of scaling over coarse aggregate. 2.16 Peeling- A process in which thin flakes of mortar are broken away from a concrete surface, such as by deterioration or by adherence of surface mortar to forms as forms are removed. 2.17 Pitting- Development of relatively small cavities in a surface; in concrete, localized disintegration, such as a popout; localized corrosion evident as minute cavities on the surface. 2.18 Popout- The breaking away of small portions of a concrete surface due to localized internal pressure that leaves a shallow, typical conical, depression with a broken coarse aggregate at the bottom. 2.18.1 Popouts, small- Popouts leaving depressions up to 10 mm (0.4 in.) in diameter, or the equivalent. 2.18.2 Popouts, medium- Popouts leaving depressions between 10 and 50 mm (0.4 and 2 in.) in diameter. 2.18.3 Popouts, large- Popouts leaving depressions greater than 50 mm (2 in.) in diameter. 2.19 Scaling- Local flaking or peeling away of the near -surface portion of hardened concrete or mortar (See also peeling and spalls). 2.19.1 Scaling, light- Loss of surface mortar without exposure of coarse aggregate. 2.19.2 Scaling, medium- Loss of surface mortar 5 to 10 mm (0.2 to 0.4 in.) in depth and exposure of coarse aggregate. 2.19.3 Scaling, severe- Loss of surface mortar 5 to 10 mm (0.2 to 0.4 in.) in depth with some loss of mortar surrounding aggregate particles 10 to 20 mm (0.4 to 0.8 in.) in depth. 2.19.4 Scaling, very severe- Loss of coarse aggregate particles as well as surface mortar, generally to a depth greater than 20 mm (0.8 in.). 2.20 Spoil- A fragment, usually in the shape of a flake, detached from a concrete member by a blow, by the action of weather, by pressure, by fire, or by expansion within the larger mass. 2.20.1 Small spall- A roughly circular depression not greater than 20 mm (0.8 in.) in depth and 150 mm (6 in.) in any dimension. 2.20.2 Large spoil- May be roughly circular or oval or, in some cases, elongated, and is more than 20 mm (0.8 in.) in depth and 150 mm (6 in.) in greatest dimension. 2.21 Warping- Out -of -plane deformation of the corners, edges, and surface of a pavement, slab, or wall panel from its original shape (See also curling). Pittsburgh Jacksonville Charlotte Morgantown Packet Pg. 469 22.A.b AE S DEFINITION OF TERMS ASSOCIATED WITH THE DURABILITY OF CONCRETE Page 4 of 4 3 TEXTURAL FEATURES AND PHENOMENA RELATIVE TO THEIR DEVELOPMENT. 3.1 Air void- A space in cement paste, mortar, or concrete filled with air; an entrapped air void is characteristically 1 mm (0.04 in.) or greater in size and irregular in shape; entrained air void is typically between 10 µm and 1 mm (0.04 mil and 0.04 in.) in diameter and spherical or nearly so. 3.2 Blistering- the irregular raising of a thin layer at the surface of placed mortar or concrete during or soon after the completion of the finishing operation; also, bulging of the finish plaster coat as it separates and draws away from the base coat. 3.3 Bugholes- Small regular or irregular cavities, usually not exceeding 15 mm (0.6 in.) in diameter, resulting from entrapment of air bubbles at the surface of formed concrete during placement and consolidation (Also known as surface air voids). 3.4 Cold joint- A joint or discontinuity resulting from a delay in placement of sufficient duration to preclude intermingling and bonding of the material in two successive lifts of concrete, mortar, or the like. 3.5 Cold joint lines- Visible lines on the surfaces of formed concrete indicating the presence of a cold joint where one layer of concrete had hardened before subsequent concrete was placed. 3.6 Discoloration- Departure of color from that which is normal or desired (See also staining). 3.7 Honeycomb- Voids left in concrete due to failure of the mortar to effectively fill the spaces among coarse aggregate particles. 3.8 Incrustation- A crust or coating, generally hard, formed on the surface of concrete or masonry construction or on aggregate particles. 3.9 Laitance- A layer of weak material known as residue derived from cementitious material and aggregate fines either: 1) carried by bleeding to the surface or to the internal cavities of freshly placed concrete; or 2) separated from the concrete and deposited on the concrete surface or internal cavities during placement of concrete underwater. 3.10 Sand pocket- A zone in concrete or mortar containing fine aggregate with little or no cement material. 3.11 Sand streak- A streak of exposed fine aggregate in the surface of formed concrete, caused by bleeding. 3.12 Segregation- The differential concentration of the components of mixed concrete, aggregate, or the like, resulting in nonuniform proportions in the mass. 3.13 Staining- Discoloration by foreign matter. 3.14 Stalactite- A downward -pointing deposit formed as an accretion of mineral matter produced by evaporation of dripping liquid from the surface of concrete, commonly shaped like an icicle (See also stalagmite). 3.15 Stalagmite- An upward -pointing deposit formed as an accretion of mineral matter produced by evaporation of dripping liquid, projecting from the surface of rock or of concrete, commonly roughly conical in shape (See also stalactite). 3.16 Stratification- The separation of overwet or overvibrated concrete into horizontal layers with increasingly lighter material toward the top; water, laitance, mortar, and coarse aggregate tend to occupy successively lower positions in that order; a layered structure in concrete resulting from placing of successive batches that differ in appearance; occurrence in aggregate stockpiles of layers of differing grading or composition; a layered structure in a rock foundation. Q Pittsburgh Jacksonville Charlotte Morgantown Packet Pg. 470 22.A.b AESATLANTIC ENGINE RING SERVICES EXISTING STRUCTURAL CONDITIONS EVALUATION CRITERIA EXCELLENT Meets or exceeds current structural code requirements. Capable of safely carrying proposed occupancies. No significant vibrations, cracking or deflections. No structural reinforcement or repairs required. Very minor, if any, maintenance required. GOOD Meets current structural code requirements. Capable of safely carrying proposed occupancies. Deflections, cracking, vibrations may be observable. No structural reinforcement required. Minor structural repairs required. Some significant maintenance repairs required. FAIR Majority of structure meets structural code requirements. Portions of structure are not capable of carrying proposed occupancies. Deflections, cracking, vibrations, structural distress is observable. monsw� Structural reinforcement required in limited portions of the structure. Structural repairs required generally. Many significant maintenance repairs required. POOR Majority of structure does not meet structural code requirements. Much of the building is not capable of carrying proposed occupancies. Deflections, cracking, vibrations, structural distress commonly observable throughout the structure. Major reinforcement or reconstruction of the structure is required. Major maintenance repairs are required. EXTREMELY POOR Collapse of structure is imminent. Structure exhibits significant deflections, cracking, vibrations, structural distress. Structure requires extensive reinforcement or reconstruction of impractical scope. NOTE: Some parts of each definition may not apply. Pittsburgh Jacksonville Charlotte Morgantown Packet Pg. 471 22.A.b RECOMMENDATIONS FOR REPAIRS: The most serious element is the roof. There are two proposals for repairing this roof. The first is from Target Roofing and Sheet Metal in Naples. Their proposal is dated February 25, 2020 and provides a GAF Everguard 60 mil plate bonded roof cover as follows: BasePrice: ......................................................................... $29,214 Option 1: GAF Diamond Pledge 20 YRW.............................$1,200 Option 2: Furnish and install coping cap.............................$5,034 Option 3: Furnish and install collector box & downspouts.$4,712 TOTAL......................................................................... $40,160 A second price comes from King Roofing in Naples. Their proposal is dated January 29, 2020 and provides a Certainteed Flintlastic System and will provide drains but makes no mention of downspouts. It provides a 5-year warranty and has a cost of $54,300. Based on these two proposals, we recommend using the Target Roofing system including the alternates for $40,160 Windows require repairs. Based on their condition, we recommend replacing the 21 historic windows with wooden windows that replicate the original wood windows. Protection could be with plywood or board shutters. The aluminum windows in the addition date to its construction in 1950. These windows need restoration. We recommend that those windows be restored to match their original condition. The upper door is no longer needed due to removal of the stair. We recommend that this door be converted to an aluminum window that matches the windows in the addition. Alternately, this door could be removed and the opening sealed to match the existing condition of the wall. Either one of these solutions will work for restoration. Exterior doors require restoration. We recommend that all exterior doors are restored. Exterior walls are damaged. We recommend that those repairs are completed. Interiors will require work for its new use. That work will be determined at that time. Structural repairs include roof sheathing, particularly at roof leaks, and other areas of deterioration. Much of this work will be included in repair of the roofs noted above. Some termite damage will need repairs. Standing water in the attic Y should be removed, as well as the tarp after roofing has been completed. a M Second floor framing members require 2 x 12 joists sistered to them. A review of plumbing should be conducted by a 9 r qualified consultant and necessary repairs should take place. The stairs at the northeast corner are damaged and require replacement. m a Exterior stairs require restoration, replacement, or other work, such as the ramp on the south side. The concrete stairs on = the west side should be restored to match their historic configuration. The wooden stair on the south side should be N demolished and rebuilt for code compliant ADA access. N 00 The underside of the structure has not been inspected, but deficiencies, such as cracked piers, will need restoration or r replacement. We recommend that the underside be inspected by a structural engineer after clearing has occurred. Current E conditions include hypodermic syringes, mosquitos, water, and rubbish. All of these should be addressed. a Packet Pg. 472 22.A.b GRANT SOURCES LIST The following source list is presented to aid in procuring grants that may be available for this historic rehabilitation/restoration project. There are many sources of funding available for historic preservation projects. Our clients with similar projects have received grant funds from various sources, including capital campaign funds, the local Tourist Development Council, Private Foundations, local government funding, but by far the most significant amount of funding has come from the State of Florida. Florida Department of State Laurel Lee, Secretary of State Division of Historical Resources 500 South Bronough Street Tallahassee, FL 32399 (850)245-6500 Historic Preservation Grants Program DHRgrants@dos.mvflorida.com Historic Preservation Grants in Aid Program: Historic Preservation Small Matching Grants Historic Museums Small Matching Grants Historic Preservation & Historical Museums Special Category Grants Further information is available at the Internet address: http://dos.myflorida.com/historical/grants/ Also State of Florida Department of Cultural Affairs: CULTURAL FACILITIES PROGRAM Teri Abstein 329 North Meridian Street Tallahassee, FL 32301 (850)245-6299 teri.abstein@dos.myflorida.com http://dos.myflorida.com/cultural/grants/grant-programs/cultural-facilities/ United States Government, US Department of the Interior, National Parks Service https://www.nps.gov/orgs/1623/hpf-in-action.htm National Trust for Historic Preservation The National Trust has a State funding Program for Historic Preservation that is funded through corporation trust fund, (approximately $2,000,000 available) 2600 Virginia Avenue NW Suite 1100 Washington, DC 20037 info@savingplaces.org Web site: https://savingplaces.org/grants The National Park Service in partnership with the Institute of Museum and Library Services, the National Endowment for the Arts, and the National Endowment for the Humanities Save America's Treasures grants Packet Pg. 473 22.A.b These grants and the matching funds support the preservation of nationally significant historic properties and collections across America. 1849 C Street NW Washington, D.C. 20240 202-208-6843 Web Site: http://www.nps.gov/ American Society of Landscape Architects (ASLA) This organization provides historic preservation fund grants to preserve nationally significant intellectual and cultural artifacts, historic structures and sites 636 Eye Street NW Washington, D.C. 20001 1-888-999-2752 info@asla.org Web Site: www.asla.org Private Sector Funding is also available from the private sector, specifically foundations and grants established by individuals and corporations SUMMARY OF FINDINGS: The Bank Building requires repair on a number of items, with the roof being the number one component. Water coming in from the roof is causing continuous damage which should be stopped in the near future. A second issue includes replacement of missing windows, specifically on the west side first floor. This window allows moisture to enter the building. That window was on the outside of the building and should be installed. Other items requiring attention are inside and outside of the building. We recommend that those items be listed by priority, with stairs being the highest component. Please call to discuss this report as needed. Sincerely, Bert Bender, Architect Packet Pg. 474 22.A.b Roofing Quotation Packet Pg. 475 22.A.b State Certified License: CCC1326642 1 Front Street Marco Island, Florida 34145 LIC#CCC1332503 mooremarcoroofing@gmail.com Customer Name: Date: 3/18/21 Job: #202187 Everglades City Bank Building/ Patty Email: Job Address Cell Phone: 201 Broadway Ave W Everglades City FL 34139 239-719-0020 Proposal / Contract: Flat Roof Replacement Budget #'s • Obtain permits and inspections • Remove existing flat roof down to tongue and grove wood decking • Replace any rotten wood at $22.50/ linear ft additional cost • Replace any rotten fascia at (price to be determined, will depend on the historical societies requirements) • Install new retro drains and scuppers • Install new 2 ply modify peel-n-stick base sheet torch applied granulated cap sheet • Clean up all refuse from job site We propose to furnish material and labor - complete in accordance with the above specifications for the sum of: $73,000.00. All material to be as specified. All work to be completed in a workman -like manner according to standard practices. Any alteration or deviation from above specifications involving extra cost will be executed only upon written orders and will become an extra charge over and above estimate. All agreements contingent upon strikes, accidents, or delays beyond our control. Owner to carry fire, tornado, and other necessary insurance. Moore Roofing will carry workman's compensation and liability insurance with accordance to state requirements. Moore Roofing will not be responsible for damage to the interior of home and or building caused by a defective roof, nor damage to a/c lines, electrical lines, or other items which may be installed to close to decking. Acceptance of contract: Home owner agrees if payments aren't made as specified in contract, he/she will be responsible for any and all collection charges, attorney's fees and all court costs, plus additional late charge fees of $45.00 per day minimum. No warranties will be issued until payment is made in full, including any and all extra charges for woodwork or alterations unless specifically detailed on the face of the contract. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory, and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above. Customer Signature Date President Signature Date *Note: Due to rising materials costs, this proposal may be revoked if not accepted within 14 days. Packet Pg. 476 22.A.b Architectural Plan Quotation Packet Pg. 477 q � � ► x m60108•pNPUB Am@H:2sOm130dOu! 1 { 2 7 # � k # @ \ \ } � ) ) . « « k » ■ \ # u O k 5 d 92 �j @ ) t zo 1\ / /(n tGOW HLzozepampB44¥ |@ ]f\ )k.0 \� \\ �k$ .\ » /# § 2 \ a d 4, 22.A.b Project Wish List Packet Pg. 479 22.A.b Please Help Us Save the Bank of Everglades Building The Everglades Society for Historic Preservation (ESHP), a Florida 501(c)(3) non-profit corporation, is the new owner of the historic Bank of Everglades building in Everglades City! This beautiful 1920s building was built by Barron Gift Collier as a dignified landmark and home for the Bank of Everglades. ESHP acquired the Bank of Everglades building from the previousowner, Mr. Robert Flick of Naples, Florida, as a generous donation so that the building can be restored and serve our community for many years to come as the visitor center and boutique retail spaces. We will not be able to do this alone. Your donation, in any amount, is critical. Please help us preserve history and save the Bank of Everglades building. Bank of Everglades Building, August 2021, WISH LIST Description of Items or Services Needed Cost Source of Funding Status Historic building assessment, structural report excluding foundation $13, 050 Private Donations Complete Structural engineering foundation analysis & report $4 , 237 ESHP Complete Liability & D & O Insurance, 1-year policy $1, 210 ESHP Complete Legal fees for title transfer from owner to ESHP t/b/ Pro -Bono In process Property taxes (2020 owed to County) $7 , 543 ESHP Complete Termite mitigation: tent to eradicate dr wood termites $ 6 , 2 7 8 ESHP Aug26 Roofing: patch main building roof (temporary repair) $5 , 750 ESHP Complete Survey of building & elevation (Stoner Surveyors) t/b/ Pro -Bono In process Vegetation Removal near foundations t/b/ Pro -Bono Complete Historic District signage & maps $1, 200 ESHP Complete Modifications needed to activate electricity (estimate) $2 , 500 Pro -Bono Complete Labor to expose beams & remove some drywall $4 , 675 ESHP Complete Labor for ongoing interior demolition, $600/day $ 3 , 0 0 0 on hold Dum ster Rental $350 per load (estimate 3 more loads) $1, 050 on -hold Monthly utility bills $260/mon (estimate) $ 3 ,12 0 Needed Restoration of antique furniture for future use/sale $10 , 500 Needed Architectural services for rehabilitation, 10% of cost t/b/d Needed Demolition of 1956 addition t/b/d Needed Building foundation en ineerin & replacement (estimate) $450 , 000 Needed New roof on main building (estimate) $73 , 000 Needed New windows & doors, replicas of original ones (estimate) $55 , 000 Needed Air Conditioning, 2 units t/b/d Needed Elevator, for ADA compliance t/b/d Needed Staircases (front and back, for fire safety compliance) t/b/d Needed Interior renovation, downstairs & upstairs t/b/d Needed Exterior stucco work t/b/d Needed Exterior paint work t/b/ Pro -Bono Needed Landscaping I t/b/ Pro -Bono Needed To contribute, make your check payable to ESHP with memo "SaveBOE Fund" and send to: Errs EVERGLADES SOCIETY FOR HISTORIC PRESERVATION PO Box 46, Everglades City, FL 34139 /W Or Scan the OR code to make a donation securely through PayPal® IL Packet Pg. 480 22.A.c Advisory Board Application Form Collier County Government 3299 Tamiami Trail East, Suite 800 Naples, FL 34112 (239) 252-8400 Application was received on: 8/17/2021 4:31:18 PM. Name: jEugene v Erjavec Home Phone: 2397775272 Home Address: 1P.O. Box 546, Marco Island, FL 34146 City: Marco Island Zip Code: 34146 Phone Numbers Business: E-Mail Address: Igneriavec@aol.com Board or Committee: Historical/Archaeological Preservation Board Category: Not indicated Place of Employment: G E SERVICES LLC / Advanced Archaeology How long have you lived in Collier County: more than 15 IHow many months out of the year do you reside in Collier County: I am a year-round resident Have you been convicted or found guilty of a criminal offense (any level felony or first degree misdemeanor onlv)? No Not Indicated Do you or your employer do business with the County? No Not Indicated NOTE: All advisory board members must update their profile and notify the Board of County Commissioners in the event that their relationship changes relating to memberships of organizations that may benefit them in the outcome of advisory board recommendations or they enter into contracts with the County. Would you and/or any organizations with which you are affiliated benefit from decisions or recommendations made by this advisory board? No Packet Pg. 481 22.A.c Not Indicated Are you a registered voter in Collier County? Yes Do you currently hold an elected office? No Do you now serve, or have you ever served on a Collier County board or committee? Yes HAPB Board Please list your community activities and positions held: Archaeologist, Business owner, Historical society member, Museum founde Education: high school diploma . Self educated and extensive research with points of interest Experience / Background 20+ years Archaeologist in south Florida, 40 years in Construction of all types. Fund raising for Museu and parks. Much research in local history. Historical Society Board member. interacting with Marco residents to help find solutions to there Droblems and there needs. +++ Packet Pg. 482 22.A.d ADVISORY COMMITTEE APPLICANT ROUTING MEMORANDUM FROM: Wanda Rodriguez, Office of the County Attorney DATE: August 17, 2021 APPLICANT: Eugene V. Erjavec, Jr. 601 Tigertail Ct. Marco Island, FL 34145 APPLYING FOR: Historic/Archaeological Preservation Board We have three seats expiring in October on the above referenced advisory committee. The pending vacancies were advertised and persons interested in serving on this committee were asked to submit an application for consideration. TO ELECTIONS OFFICE: Attn: Shavontae Dominique Please confirm if the above applicant is a registered voter in Collier County, and in what commissioner district the applicant resides. Registered Voter: Yes Commission District: 1 TO STAFF LIAISON: Attn: Ray Bellows cc: Tim Finn An application is attached for your review. Please let me know, in writing, the recommendation for appointment to the advisory committee. In accordance with Resolution No. 2006-83, your recommendation must be provided within 41 days of the above date. Your recommendation memo should include: The names of all applicants considered for the vacancy or vacancies. The committee's recommendation for appointment or non -appointment. The category or area of qualification the applicant is to be appointed in. If the applicant is a reappointment, please include attendance records for the past two years. TO ADVISORY BOARD COORDINATOR: Attn: Wanda Rodriguez This applicant is not recommended for appointment. —OR— This applicant is recommended for appointment. A recommendation memo is attached, please prepare an agenda item for the next available BCC agenda. If you have any questions, please call me at 252-8123. Thank you for your attention to this matter 0212021 Packet Pg. 483 22.A.e Advisory Board Application Form Collier County Government 3299 Tamiami Trail East, Suite 800 Naples, FL 34112 (239) 252-8400 Application was received on: 8/16/2021 11:37:27 AM. Name: IGeorge Gunnar Thompson I Home Phone: 419-265-2593 Home Address: 11127 Vernon Place City: Marco Island, Florida Zip Code: 34145 Phone Numbers Business: N/A E-Mail Address: leslee.anette mail.com Board or Committee: Historical/Archaeological Preservation Board Category: Law Place of Employment: Retired Attorney IHow long have you lived in Collier County: 3-4 How many months out of the year do you reside in Collier County: I am a year-round resident Have you been convicted or found guiltv of a criminal offense (anv level felonv or first degree misdemeanor only)? Nol Not Indicated IDo you or your employer do business with the County? Nol Not Indicated NOTE: All advisory board members must update their profile and notify the Board of County Commissioners in the event that their relationship changes relating to memberships of organizations that may benefit them in the outcome of advisory board recommendations or they enter into contracts with the County. Would you and/or any organizations with which you are affiliated benefit from decisions or recommendations made by this advisory board? INo Packet Pg. 484 22.A.e Not Indicated Are you a registered voter in Collier County? Yes Do you currently hold an elected office? No Do you now serve, or have you ever served on a Collier County board or committee? Yes Historical/Archaeological Preservation Board Please list your community activities and positions held: 25+ vears as Chairman of Wood Countv Ohio Park District. Lifetime member of Wood Countv Museum Historical Society and North Baltimore Historical Society Education: B.A.- Ohio State University 1973 Law Degree- Ohio Northern University 1976 Experience / Background 40 years practicing real estate law, financing and acquisition. Packet Pg. 485 22.A.f ADVISORY COMMITTEE APPLICANT ROUTING MEMORANDUM FROM: Wanda Rodriguez, Office of the County Attorney DATE: August 16, 2021 APPLICANT: George Gunnar Thompson 1127 Vernon Place Marco Island, FL 34145 APPLYING FOR: Historic/Archaeological Preservation Board We have three seats expiring in October on the above referenced advisory committee. The pending vacancies were advertised and persons interested in serving on this committee were asked to submit an application for consideration. TO ELECTIONS OFFICE: Attn: Shavontae Dominique Please confirm if the above applicant is a registered voter in Collier County, and in what commissioner district the applicant resides. Registered Voter: Yes Commission District: 1 TO STAFF LIAISON: Attn: Ray Bellows cc: Tim Finn An application is attached for your review. Please let me know, in writing, the recommendation for appointment to the advisory committee. In accordance with Resolution No. 2006-83, your recommendation must be provided within 41 days of the above date. Your recommendation memo should include: The names of all applicants considered for the vacancy or vacancies. The committee's recommendation for appointment or non -appointment. The category or area of qualification the applicant is to be appointed in. If the applicant is a reappointment, please include attendance records for the past two years. TO ADVISORY BOARD COORDINATOR: Attn: Wanda Rodriguez This applicant is not recommended for appointment. —OR— This applicant is recommended for appointment. A recommendation memo is attached, please prepare an agenda item for the next available BCC agenda. If you have any questions, please call me at 252-8123. Thank you for your attention to this matter 0212021 Packet Pg. 486 22.A.g Advisory Board Application Form Collier County Government 3299 Tamiami Trail East, Suite 800 Naples, FL 34112 (239) 252-8400 Application was received on: 8/18/2021 2:01:46 PM. Name: IPatricia Ann Ford Home Phone: 239-231-6757 Home Address: 18890 Shenendoah Circle City: Naples Zip Code: 34113 Phone Numbers Business: 239-231-6757 E-Mail Address: k4dO9@vahoo.com Board or Committee: Historical/Archaeological Preservation Board Category: Citizen at Large Place of Employment: Retired from The Boeing Company IHow long have you lived in Collier County: 10-15 How many months out of the year do you reside in Collier County: 9-12 Have you been convicted or found guiltv of a criminal offense (anv level felonv or first degree misdemeanor only)? Nol Not Indicated IDo you or your employer do business with the County? Nol Not Indicated NOTE: All advisory board members must update their profile and notify the Board of County Commissioners in the event that their relationship changes relating to memberships of organizations that may benefit them in the outcome of advisory board recommendations or they enter into contracts with the County. Would you and/or any organizations with which you are affiliated benefit from decisions or recommendations made by this advisory board? INo Packet Pg. 487 22.A.g Not Indicated Are you a registered voter in Collier County? Yes Do you currently hold an elected office? No Do you now serve, or have you ever served on a Collier County board or committee? No Not Indicated Please list your community activities and positions held: Majors Homeowner Association; served as a board member of the Marco Island Art Center; served o the Chancellor's Board of the University of Missouri -St. Louis Education: Magna cum laude in Social Studies Education- History UM -St Louis 1974 Juris Doctor St. Louis University 1979 Experience / Background Associate law firm of Kramer & Frank Progressively responsible positions at McDonnell Douglas fr contract administration to Sr. Corporate Attorney (1981-1993 until merger with Boeing) The Boei Company (1993-2009). Chief Counsel for Naval Systems and site leader for law ; Corporate Vice - President for Ethics and Business Conduct (2007 until retirement in 2009) Packet Pg. 488 22.A.h ADVISORY COMMITTEE APPLICANT ROUTING MEMORANDUM FROM: Wanda Rodriguez, Office of the County Attorney DATE: August 18, 2021 APPLICANT: Patricia Ann Ford 9980 Shenandoah Circle Naples, FL 34113 APPLYING FOR: Historic/Archaeological Preservation Board We have three seats expiring in October on the above referenced advisory committee. The pending vacancies were advertised and persons interested in serving on this committee were asked to submit an application for consideration. TO ELECTIONS OFFICE: Attn: Shavontae Dominique Please confirm if the above applicant is a registered voter in Collier County, and in what commissioner district the applicant resides. Registered Voter: Yes Commission District: 1 TO STAFF LIAISON: Attn: Ray Bellows cc: Tim Finn An application is attached for your review. Please let me know, in writing, the recommendation for appointment to the advisory committee. In accordance with Resolution No. 2006-83, your recommendation must be provided within 41 days of the above date. Your recommendation memo should include: The names of all applicants considered for the vacancy or vacancies. The committee's recommendation for appointment or non -appointment. The category or area of qualification the applicant is to be appointed in. If the applicant is a reappointment, please include attendance records for the past two years. TO ADVISORY BOARD COORDINATOR: Attn: Wanda Rodriguez This applicant is not recommended for appointment. —OR— This applicant is recommended for appointment. A recommendation memo is attached, please prepare an agenda item for the next available BCC agenda. If you have any questions, please call me at 252-8123. Thank you for your attention to this matter 0212021 Packet Pg. 489 I 22.AA I BANK OF EVERGLADES !7 �y��DES =� I n.P.saw Everglades Society for Historic Preservation, Inc. Dedicated to our Unique History P. O. Box 46, Everglades City, FL, 34139 www.eshp.org / www.SaveBoE.com Packet Pg. 490 1 Our Goal Our goal is to restore the Bank of Everglades building so that it can be enjoyed today and preserved for future generations. It's not just the building that we are saving; the people who worked in the building over the past nearly 100 years will also be remembered, and their stories preserved. Building History Bank of Everglades was chartered in 1923 when Collier County was established by Barron Gift Collier who chose the little village of Everglade as his County Seat and the engineering headquarters for the construction the Tamiami Trail. For 36 years the Bank of Everglades was the only bank in Collier County, operating from small wooden buildings until this dignified edifice was completed in 1927. The architect William O. Sparklin designed the Bank Building as well as the County Courthouse (City Hall) and the Laundry (Museum of the Everglades), all listed on the National Register of Historic Places. The barXs depositors are said to have included rum runners, alligator poachers, fur and feather traders, and legendary pioneers who came by boat and later by road to take care of business. The Bank of Everglades operated until 1962 when its assets were moved to Immokalee. The building then served as a boarding house, the offices of the Everglades Echo newspaper, and eventually a bed and breakfast until 2016; five years later owner Bob Flick donated the building to the Everglades Society for Historic Society so that it could be rehabilitated and saved as a landmark site in our historic city. The old Bank of Everglades Building was featured by the Florida Trust far Historic Preservation in their "11 to Save" historic buildings for 2018 and shown on the front cover of Preservation magazine. AMONPLAN ESHP is currently applying for grants through federal, state, and local agencies; some of these require matching funds. In addition, fundraising events have been planned throughout the season. Our first priority was to obtain expert advice and work with a professional project manager. In July 2021 we engaged the services of Parker / Mudgett / Smith Architects, Inc., who have been providing professional planning and architectural services for clients throughout South Florida since 1952. The most important renovation projects will be repairing the foundation and the roof along with replacing the original palladium window over the front door and eight new impact windows and frames similar to the originals. The 1956 newer addition to the building will be removed to bring back the elegance of the original 1927 structure. VISIONFOR FUTURE USE Once the building is complete, the downstairs will serve as the Everglades Area Visitor Center and Trail Town Headquarters (Everglades City was designated a DEP State Trail Town in 2019). There will also be space for community events, a gift shop, and conceivably a cafe/juice bar. The historic vault on the first floor will become a small theater with the screening of the 1957 movie "Wind Across the Everglades" on a regular basis (Bob Flick was one of several locals in the production which was filmed in Everglades City). Both visitors to the Everglades area and residents will have the opportunity to enjoy the facilities of the newly restored building. On the second floor there will be rentable rooms for offices, studios/galleries, and shops. This will ensure the long-term financial sustainability of the building. A terrace above the vault is an option that is being considered to allow for additional city views from the second floor. Packet Pg. 491 1 Q N N (SdVH) paeOS uOi}enaasaad 3160108M ON pue 31JO;siH : Z£8LO jeAll ainpag3s pue sIeOB 309 :;ugwt43Bjjv ul 0 rn W z �u 0 z o U r0 3 w aoo x � o C' P. 7t i� O �V LJ O CO 4u Ln C� Q 22.A.j Co� v County Growth Management Department Zoning Division August 3, 2021 Ms. Mariah Justice CLG Coordinator Bureau of Historic Preservation R.A. Gray Building 500 South Bronough Street Tallahassee, Florida 32399-0250 RE: Collier County Preservation Board Meeting Ms. Justice, Please be advised that a public meeting for the Collier County Historic and Archaeologic Preservation Board (HAPB) has been scheduled on Friday, August 20, 2021 and will begin at 9:15 a.m. at the Collier County Growth Management Department— Planning & Regulation, Conference Room 610, located at 2800 North Horseshoe Drive, Naples Florida. I have attached a copy of the agenda for your reference. Also, a copy of the May 21, 2021 minutes has been attached for your records. If you have any questions concerning this meeting, please do not hesitate to call me. My phone number is 239-252-4312, or you can e-mail me at Timothy.Finn(&colliercount�fl.gov Sincerely, Timothy Finn, AICP, Principal Planner (Historic Preservation Board Liaison) Planning and Zoning Division - Zoning Services Section cc: Preservation Board Members (7) Amanda Townsend Ray Bellows BCC Office County Attorney's Office HAPB Cover Letter Packet Pg. 493