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Item C31a�liL BOARD OF COUNTY COMMISSIONERS County of Monroe Mayor Heather Carruthers, District 3 i �� Mayor Pro Tem George Neugenf District 2 -Me Florida Keys h }, �� y �� Danny L. Kolhage, District 1 David Rice, District 4 w Sylvia J. Murphy, District 5 County Commission Meeting September 21, 2016 Agenda Item Number: C.31 Agenda Item Summary #2069 BULK ITEM: Yes DEPARTMENT: Assistant County Administrator Kevin Wilson TIME APPROXIMATE: STAFF CONTACT: Kevin Wilson (305) 292-4441 N/A AGENDA ITEM WORDING: Approval to send notice of lease termination letter to Habitat for Humanity for the property located at 30320 Overseas Highway; Big Pine Key, FL. ITEM BACKGROUND: The subject building was leased to habitat for Humanity in 2004 and the lease expires in 2019. Staff contracted with a structural consultant to evaluate the condition of the building. The consultant recommends that the building be shored up by January 2017 and that repairs undertaken before January 2018. His estimated cost of the repairs that are visible exceed $500,000 excluding the shoring design and construction. The consultant, at County staff direction, did not complete the 2nd phase work of evaluating additional ADA and life safety compliance since the estimated cost of structural repairs were excessive. The lease requires a 120 notice of termination. Habitat has advised that they may submit a proposal to perform the repairs in exchange for revised lease terms. The notice timing in the lease requires that the County provide notice now to avoid starting repairs if the Lessee does not submit an acceptable proposal to do so. PREVIOUS RELEVANT BOCC ACTION: In 2004 the County acquired the subject property and entered into a 15 year lease with Habitat for Humanity of Key West and Lower Florida Keys, Inc. CONTRACT/AGREEMENT CHANGES: Notice of lease termination STAFF RECOMMENDATION: Staff recommends sending the termination letter DOCUMENTATION: full backup C32 42069 9 8 16 FINANCIAL IMPACT: Effective Date: August 19, 2004 Expiration Date: August 17, 2019 Total Dollar Value of Contract: $150 Total Cost to County: N/A Current Year Portion: $10 Budgeted: Yes Source of Funds: N/A CPI: N/A Indirect Costs: N/A Estimated Ongoing Costs Not Included in above dollar amounts: Revenue Producing: Yes Grant: N/A County Match: N/A Insurance Required: N/A If yes, amount: $10/year Additional Details: This is a proposed lease termination REVIEWED BY: Kevin Wilson Rene Rogers Budget and Finance Kathy Peters Board of County Commissioners Completed 09/06/2016 12:02 PM Completed 09/06/2016 2:20 PM Completed 09/06/2016 3:12 PM Completed 09/06/2016 9:32 PM Pending 09/21/2016 9:00 AM Proposed Termination Letter �Rf�fi1� County of Monroe nie Florida Keys Office of the County Administrator 1100 Simonton Street Key West, FL 33040 Via electronic mail and Certified Mail Number xxxxx Habitat for Humanity Executive Director P.O. Box 421003 Summerland Key, FL 33042 RE: Notice of Termination of Lease Agreement dated Monroe County and Habitat for Humanity of Key We,, Humanity"), for real property located at 30320 Over ("Premises").�"' Pursuant to section 14 of the above referenced Lease, of termination to Habitat of Humanity un as of January 19, 2017 ("Termination Da Should Lessee be interested in proposing a Lessee performing shoring and repairs recc & Hungate Engineering, proposal provided it inQ „t �,�,� limited to: 1. Engineered 2. A commilM Report, 3. A plate° 31, 2017; 4. Written safety regi i any structui by January 3 life safety BOARD OF COUNTY COMMISSIONERS Mayor Heather Carruthers, District 3 Mayor Pro Tem George Neugent, District 2 Danny L. Kolhage, District t David Rice, District 4 Sylvia J. Murphy, District 5 Lower Florida I ;hw�y, Big Pine September 21, 2016 between ("Habitat for -s as Monroe County's notice such termination is effective J au,ment which includes the _v6lds Engineering Services, Inc. Lessor will consider such a ons in the Report including, but not ,,, `17; and and renovations identified and required in the ons discovered during the work process, to be on and compliance, to be completed by January for the costs of the required installations, repairs, renovations and Please provide by certi'''mail a written response to the Monroe County Administrator no later than September 31, 20 of your intention to either vacate the Premises by the Termination Date, vacate the Premises before the Termination Date, or extend the Lease and make all necessary repairs and renovations in a timely manner. Should you choose to extend the Lease please also provide a timeline for compliance and work completion dates. Please be aware of the time constraints imposed on the County's acceptance of such a proposal by F.S. 255.065. Roman Gastesi Monroe County Administrator Staff Recommendation MEMO: Date: To: CC: From: Subject Recommendation for the "Habitat for Humanity Building" August 161" 2016 Commissioners R. Gastesi, K. Wilson Douglas Sposito, Director of Project Management/Facilities Review and Recommendations Habitat for Humanity Building Spalling Assessment Monroe County Engineering 1100 Simonton Street, 2-216 Key West, FL 33040 Project Management On June 21st 2016, Reynolds Engineering, Inc. performed an on -site inspection of the "Habitat for Humanity Building", located at 30320 Overseas Highway, Big Pine Key, Florida. The assessment was focused on identifying potential structural problems. The report is attached for review. Recommendation: Monroe County Project Management recommends the lease with the Habitat for Humanity of Key West and Lower Florida Keys Inc. be terminated and the building demolished. Key Conclusions: • For many of the known spalling issues the likelihood of structural failure within 6-months is "Extreme" • It is very likely that there are more tie -beams and columns which require replacement, but are not exhibiting the same visual indicators. • Temporary shoring for the entire first floor must be installed within 4-6 months • All spalling repairs must be completed with -in 18-months • The building must be evacuated of personnel during Tropical storms or high wind weather events and re -inspected before re-entry. • Estimated repair costs for observed spalling is $570,000 o This estimate is based on the assessment that a major portion of the lower columns and all associated tie beams will require eventual replacement. o The cost estimate for repairs is based on a visual inspection of the surface concrete only o This cost estimate does not include Engineering Design Fees, Concrete testing, Re- roofing, Temporary shoring, Fire -Life Safety and ADA compliance or Elevator replacement. These additional costs are estimated at $500,000-$750,000 o The Cost for the Engineered design, installation and weekly monitoring of the shoring is estimated at $50,000-$75,000 Total costs for all known repairs is expected to exceed $1,250,000 Summary Monroe County originally acquired the 13,500 SF building for $1,050,000 from a private owner in 2004. Since then, the building has been leased to the Habitat for Humanity of Key West and The Lower Keys Inc. for $10 per year. The tenant operates the building as a retail store. There is approximately three years remaining on the current lease which expires in August of 2019. Page 1 of 3 A primary purpose of the County acquiring the property was to use the premises for the staging of pre disaster and post disaster operations. The County obtained an earlier spalling assessment in 2013. Cost for spalling repairs at that time was estimated at $357,000. On March 301" 2016 Monroe County Project Management Staff, Assistant County Attorney Chris Ambrosio, Jim Reynolds of Reynolds Engineering, Inc. and Mark Moss, Executive Director for Habitat for Humanity Key West & Lower FL Keys, met on site to discuss building safety concerns brought to the attention of the County by a State of Florida licensed elevator inspector who advised the County that the platform lift in the Habitat of Humanity building on Big Pine Key was unsafe and that it could not be used for human, cargo, or materials transport. Consequently, the County closed and locked the platform lift indefinitely and advised Habitat for Humanity representatives that the platform lift could not be used in any fashion for any purpose under any circumstance. Furthermore, due to non -compliant structural, life -safety and Americans with Disabilities Act conditions in the building, the second floor of the building could no longer be used for storage or sale of items or accessed by the public or Habitat for Humanity employees until further notice. After a brief walk thru of the building, all parties agreed the county would have Reynolds Engineering assess the building for structural safety concerns and as an additional task also assess the building for ADA compliancy, Fire -Life Safety and evaluate the necessary repairs for the lift -elevator. The conclusion of this most recent assessment is that cast -in -place columns and associated tie -beams were found to be in poor condition with varying degrees of concrete spalling and corroded reinforcing steel. For many of the structural elements the likelihood of failure within 6-months is extreme. Because the structure is compromised and will continue to deteriorate, engineered shoring must be installed to stabilize the building and must be installed within 4-6 months. Due to the severity of the spalling, visual inspection performed during this evaluation was not sufficient to fully determine the concrete repair and replacement requirements. If the county chooses to proceed with the repairs of the observed spalling it is recommended that concrete core samples be taken from various locations throughout the building and Petrographic tests performed to confirm concrete strength and durability in order to determine the severity of concrete damage in the tie -beams and columns not addressed in this assessment. It is expected that this increased level of inspection will create significant additional costs. While the current estimate for repairs of spalling is $570,000 we believe this to be low. Nearly all the structural elements displayed some "swelling" due to corroding internal steel even if surface spalling was not evident. This suggests a strong likelihood of continued deterioration of other building elements not addressed or repaired as a result of this assessment. Thorough ADA compliancy and fire Life Safety investigations were not performed but we anticipate these costs will exceed $300,000. Elevator -lift replacement along with the associated elevator well repairs is also expected to exceed $300,000. Page 2of3 The total costs for the known observed repairs are anticipated to exceed $1,250,000. In contrast 13,500 SF of new construction of similar quality would cost in the range of $5,000,000-$6,000,000. While we can expect the repairs to last from 15-20 years a building with spalling and structural issues to this extent will undoubtedly have defects we fail to detect and will continue to deteriorate. Due to the serious identified spalling issues and the many potential unknown and perhaps undetectable additional defects in the building, Project Management does not feel investing upwards of $1,250,000 in a building suffering this state of deterioration is an appropriate use of limited county resources and recommends the termination of the lease and subsequent demolition of the building. Page 3 of 3 Structural Assessment Report ENGINEERING REPORT For Monroe County Public Works and Engineering HABITAT FOR HUMANITY STRUCTURAL INSPECTION LOCATED AT 30320 OVERSEAS HIGHWAY BIG PINE KEY, FLORIDA REYNOLDS ENGINEERING SERVICES, INC HUNGATE ENGINEERING, P.C. JULY 2016 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. TABLE OF CONTENTS Introduction.......................................................................................................1 Areas Not Inspected/Reviewed.................................................................................2 Methodology...................................................................................................... 3 Findings/Recommendations.................................................................................... 3 Limitations/Path Forward....................................................................................... 8 Appendix A (Photos & Comments)..........................................................................A-1 Appendix B (Original Building Design Drawings)........................................................B-1 Appendix C (As -Inspected Building Drawings)...........................................................C-1 Appendix D (Drawings Identifying Areas Requiring Concrete Repair/Replacement)...............D-1 EXHIBIT 1 Prioritized Summary of Corrective Action Reynolds Engineering Services, Inc./Hungate Engineering, P.C. INTRODUCTION On Tuesday, June 21stand Wednesday, June 22" d 2016, Reynolds Engineering, Inc. and Hungate Engineering, P.C. (HE) performed an on -site inspection of the Habitat for Humanity Building, located at 30320 Overseas Highway, Big Pine Key, Florida. The assessment was focused on identifying potential structural problems associated with the inspected facilities. Photos of areas that were found to have structural deficiencies can be found in the following Appendix: • Appendix A o Building Exterior o Roof 0 2nd Floor (interior) 0 Is' Floor (interior) o Below Is'Floor Original building design drawings can be found in Appendix B. Figures documenting the areas inspected during the site visit can be found in Appendix C (As -Inspected Building Drawings). Drawings identifying areas requiring repair/replacement have been included in Appendix D. Note that some facilities that were inspected may not appear in the photographic appendix "A". This is an indication that there were no major findings in a particular area. Monroe County Public Works and Engineering Habitat for Humanity Building Big Pine Key, Florida 1 July 2016 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. The following exhibits are referenced in this report and are included in the end section of this report: • EXHIBIT "1" o Risk Detail Summary This table addresses Hungate Engineering's findings, recommendations and conclusions from these noted inspections. AREAS NOT INSPECTED/REVIEWED The following areas were not included in the structural assessment. 1.) Elevated roof structure (top of roof) currently occupied by an endangered species of tern (bird). 2.) Areas inside the building where drywall was covering the walls, thus preventing visual inspection of the walls. 3.) Areas inside/outside the building that had various items covering the wall area (including wood panels, bookcases, shelves, vegetation, window frames, door frames, etc.) 4.) Only the hoist well structure (concrete/CMU) was visually inspected, the actual hoist was not inspected. It is understood that the hoist was previously inspected by others and deemed unfit for personnel use. 5.) Other areas not specifically named in the report that were not accessible. Monroe County Public Works and Engineering Habitat for Humanity Building Big Pine Key, Florida 2 July 2016 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. METHODOLOGY The assessment team included Jim Reynolds, P.E. from Reynolds Engineering Services, Inc. as well as Robert W. Hungate, P.E., and Dan J. Wilson, Sr. Designer, both from Hungate Engineering, P.C. Other people present during the assessment included: Mark Moss/Habitat for Humanity Executive Director and Cary Knight/Monroe County Project Manager. The assessment of the existing building condition was performed through visual inspection of observable conditions from accessible platforms, landings, elevated floors and grade level locations. FINDINGS & RECOMMENDATIONS APPENDIX "A" contains photos, comments, and assessment priority for specific findings identified during the inspection. FINDINGS Monroe County originally acquired the building located at 30320 Overseas Highway from a private owner in 2004. Since then, the building has been leased to Habitat for Humanity of Key West and The Lower Keys. The tenant operates the building as a retail store. A copy of the original design drawings were provided to the inspection team by Monroe County. The drawings were prepared by Paul C. Kenson and Associates, Inc. dated March 10, 1980 (See Appendix B). During the site investigation, the building was Monroe County Public Works and Engineering Habitat for Humanity Building Big Pine Key, Florida 3 July 2016 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. found to be constructed differently than depicted in the original design drawings (See Appendix Q. Per the original drawings, the foundation is comprised of 3 foot deep, 16- inch diameter auger cast concrete piers. Columns are located on each of the piers with tie beams connecting adjacent columns at each floor and on the roof. The floor on each level is comprised of 12-inch x 5-inch precast concrete joists which support a cast -in -place floor slab. The first floor slab is 4-inches thick, with the second floor slab and the roof both designed as 3-inch thick slabs. The floor j oists are supported by the cast -in -place tie -beams which span from column to column. In general, precast beams, foundation piers, and cast -in -place flooring were found to be in good condition. However, cast -in -place columns and associated tie -beams were generally found to be in poor condition with varying degrees of concrete spalling and corroded reinforcing steel observed. During the inspection, the building appeared stable and not in immediate structural jeopardy. However, there are some areas in which visual observation and hammer chipping of sections of the building's cast in place concrete indicate the potential for moderate to severe reduction in design strength of the concrete SHORT TERM RECOMMENDATIONS The existing building use appears to reflect a lower structural loading than the original design. (Approximately 100 psf live load on 1 st floor versus 200 psf design, and approximately 80 psf live load on the second floor versus 100 psf design). We believe the existing building can continue its current operation as a retail store with a live load Monroe County Public Works and Engineering Habitat for Humanity Building Big Pine Key, Florida 4 July 2016 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. not exceeding 100 psf, however, because the structure is compromised and will continue to deteriorate, the following steps must be taken in order to provide safeguards to the existing structure moving forward: 1.) Although not specifically referenced in Appendix A of the report, the first and most critical recommendation is that the bottom level of the building have temporary shoring installed as soon as practical (within the next 4-6 months). This temporary shoring shall be an engineered shoring system certified by a professional engineer registered in the state of Florida with experience designing shoring systems. This recommendation is based on the assessment that a major portion of the lower columns and all associated tie beams will require eventual replacement. The structural integrity of all lower tie beams between columns on the ground level is questionable, therefore, the temporary shoring is warranted to provide a means of supporting the structure until a permanent repair is completed. 2.) During the time that the temporary shoring is in place, it should be monitored on a weekly basis. It is acknowledged that the temporary shoring will not likely provide required lateral stability during high wind events, nor will it provide much benefit for the upper level tie beams and columns. Therefore, it is recommended that the building be evacuated of personnel during weather events designated as high wind warning events (defined as 1-minute average surface winds of 40 mph or greater lasting for 1 hour or longer, or Monroe County Public Works and Engineering Habitat for Humanity Building Big Pine Key, Florida 5 July 2016 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. winds gusting to 58 mph or greater regardless of the duration). It is also recommended that the building be evacuated when a tropical storm warning (or greater) is in effect. Once wind conditions normalize after a high wind event, the structure should be inspected prior to allowing anyone to reoccupy the building. LONG TERM RECOMMENDATIONS Specific areas of repair/replacement are identified in Appendix A (photograph, description, recommended action, and potential risk) as well as in Appendix D (location drawing showing required repairs/replacements). 1.) Based on the inspection, all tie beams between columns on the bottom level of the structure require replacement. This replacement, which is due to severe concrete spalling and badly corroded reinforcing steel, should take place within the next 18 months (assuming that the temporary shoring is implemented). 2.) Based on the inspection, numerous cast -in -place columns in the building will require replacement, due to severe concrete spalling and badly corroded reinforcing steel. See Appendix D for columns which require repair/replacement. 3.) Based on the inspection, significant repairs will be required on the hoist well concrete/CMU section of the building. Specifically, both corners of the hoist well, located opposite the main building, require major rework. As an Monroe County Public Works and Engineering Habitat for Humanity Building Big Pine Key, Florida 6 July 2016 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. alternative to repairing the hoist, it could be removed with roof access provided from the second floor. 4.) Based on the inspection, the roof was observed to retain a large amount of water after a moderate rain event. In addition, leaks were observed in the upper roof and main roof sections of the building (see Appendix A). Although the main roof has roof drains, the existing drain system did not appear to be adequate even for a moderate rain event. The roof appears to be the original roof. Based on the age of the roof and the slow draining of rainwater buildup, it is recommended that a specialty roofing inspector be contracted to evaluate whether the existing roof can be repaired in a cost effective manner, or complete roof replacement is necessary. It should be noted that prolonged leaking through the concrete roof can lead to degradation of reinforcing steel in the concrete and subsequent failure of the concrete roof. 5.) As mentioned previously in this section, many cast -in -place tie -beams and columns require replacement. This replacement is recommended based on visual indicators present during the inspection. It is very likely that there are more tie -beams and columns which require replacement, but are not exhibiting the same visual indicators (severe concrete spalling/corroded reinforcing steel). In order to determine the severity of concrete damage in other tie -beams and columns it is recommended that concrete core samples be taken from Monroe County Public Works and Engineering Habitat for Humanity Building Big Pine Key, Florida 7 July 2016 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. various locations throughout the building and Petrographic tests performed to confirm concrete strength and durability. There are other recommendations presented in the Risk Level Summary table in Exhibit "1". This recommendation section represents major and longer term recommendations. LIMITATIONS/PATH FORWARD This inspection report is based on visual observations made during a site visit to the building. Detailed structural analysis of the building has not been performed and is outside the scope of this report. This report represents the professional opinions of the evaluating engineers; these do not represent scientific certainties. The conclusions presented herein are held with confidence and, where possible, opinions are supported by positive knowledge and proof. Additionally, the conclusions and recommendations presented in this report are based on the facts and circumstances as existed on the date of the inspection. Changes in any facts and/or circumstances may affect the findings, recommendations, and conclusions included in this report. Reynolds Engineering, Inc. and Hungate Engineering, P.C. have made an effort to note the locations and the deficient structural elements where possible. No guarantees, expressed or implied, are made to the accuracy of the locations. All structural element sizes and locations should be confirmed prior to any repair or replacement. Monroe County Public Works and Engineering Habitat for Humanity Building Big Pine Key, Florida 8 July 2016 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Assuming that portions of the building will be repaired/replaced in the next 18 months, the following items will need to be addressed: 1. Concrete coring/analysis in order to determine the extent of concrete repair/replacement throughout the structure. The visual inspection performed during for this evaluation was not sufficient to fully determine the concrete repair/replacement requirements. 2. Detailed roof evaluation, in order to determine whether the existing roof can be cost effectively repaired, or requires full replacement. 3. What entity (i.e. Installation Contractor, 3rd Party Contractor, County Maintenance Crews) will remain responsible for maintaining the temporary shoring during the period up to and including the permanent beam repair/replacement project. 4. Design/construction documents for the building repair/replacement project. 5. Coordination with Habitat for Humanity to limit business disruptions during the building repair/replacement project. Monroe County Public Works and Engineering Habitat for Humanity Building Big Pine Key, Florida 9 July 2016 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Habitat For Humanity Building Concrete Restoration Opinion of Probable Construction Costs Quantity Unit Cost Total Cost 1. First Floor Foundation Beams 560 Linear Feet $350.00 per LF $196,000.00 Columns 52 Each $ 1,500.00 each $78,000.00 2. Tie Columns - First Floor 110 Linear Feet - Replace $300.00 per LF $33,000.00 150 Linear Feet - Repair $300.00 per LF $45,000.00 3. Perimeter Mid -Level Tie Beam CL 20 Linear Feet $300.00 per LF $6,000.00 4. Elevator Shaft and Mural Fa4ade 40 Linear Feet $300.00 per LF $12,000.00 5. Second Floor - Roof Tie Beam Repairs 160 Linear Feet $350.00 per LF $56,000.00 4- 0 6. Second Floor - Floor Slab Repairs 60 Square Feet $125.00 per SF _ $7,500.00 6. Penthouse Concrete Repairs - Beam and Roof Slab 1 Lump Sum $6,500.00 �- 7. Repair of Columns Around Garage Door Openings CD 60 Linear Feet $275.00 per CF $16,500.00 to 8. Stucco Repair Areas to Match Existing co 1,500 Square Feet $8.50 per SF $12,750.00 CD 04 SUBTOTAL: $469,250.00 04 20% Contingency $100,750.00 CL TOTAL: $570,000.00 NOTES: 1. This cost estiamte is based on a visual inspection of the concrete. Not all areas of the building were available for inspection due to drywall covering or other obstructions. 2. This cost estimate does not include Engineering Design Fees, concrete testing, the cost of re -roofing the building, or temporary of the elevated 1st floor beams. all Monroe County Public Works and Engineering Habitat for Humanity Building Big Pine Key, Florida July 2016 APPENDIX A PHOTOS & COMMENTS Habitat for Humanity Structural Inspection At: 30320 Overseas Highway Big Pine Key, Florida FOR Monroe County Public Works And Engineering Photos Taken On: JUNE 21ST & 22ND, 2016 Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-1 July 2016 Assessment Scale: All recommended actions should be implemented as soon as possible. However, practically this may not be reasonable or feasible. Thus, the following "Assessment Scale" is provided to prioritize the recommended actions included in this report. Scale Rating Suggested Time Potential Risk Period for Action A < 24 Months Likelihood of failure remote. However, without necessary actions taken conditions will deteriorate. B < 18 Months Likelihood of failure moderate. C < 12 Months Likelihood of failure high. D < 6 Months Likelihood of failure extreme. F Immediate Imminent failure pending. Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-2 July 2016 Building Exterior Photo 01: DESCRIPTION: Photo taken showing a view of the exterior of the building looking toward the southeast corner (Column C17). RECOMMENDED ACTION: None POTENTIAL RISK: N/A Photo 03 Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-3 July 2016 Photo 04: DESCRIPTION: Photo taken of the building exterior showing the southwest corner (Columns C1, C2, and C3) at ground level. Note concrete spalling between columns. RECOMMENDED ACTION: Repair/replace damaged concrete/reinforcing steel in columns and replace tie -beams between columns. POTENTIAL RISK: B/C Photo 05: DESCRIPTION: Photo taken of the south side of the building looking toward the east. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Photo 06: DESCRIPTION: Photo taken of the building exterior showing the southwest corner (Columns C1, C2, and C3) at ground level. Note concrete spalling between columns. RECOMMENDED ACTION: Repair/replace damaged concrete/reinforcing steel in columns and replace tie -beams between columns. POTENTIAL RISK: B/C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-4 July 2016 Photo 07: DESCRIPTION: Photo taken of the south side of the building. Note spalling concrete in tie -beam under the truck loading dock. RECOMMENDED ACTION: Replace tie - beam. POTENTIAL RISK: B/C Photo 08: DESCRIPTION: Photo taken of the south side of the building. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Photo 09: DESCRIPTION: Photo taken of the south side of the building. Note spalling concrete and corroded reinforcing steel at columns C13 and C14. RECOMMENDED ACTION: Replace columns. POTENTIAL RISK: B/C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-5 July 2016 Photo 10: DESCRIPTION: Photo of the east side of the building. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Photo 11: DESCRIPTION: Photo showing the northeast corner of the building. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Photo 12: DESCRIPTION Photo showing the north side of the building. Note the tall tree that reaches the roof. RECOMMENDED ACTION: Remove tall tree since its root system is extensive and can potentially damage the building foundation. POTENTIAL RISK: AB Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-6 July 2016 Photo 13: DESCRIPTION: Photo showing the north side of the building. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Photo 14: DESCRIPTION: Photo showing the north side of the building. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Photo 15: DESCRIPTION: Photo of the north side of the building. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-7 July 2016 Roof Photo 16: DESCRIPTION: Photo showing the northwest corner of the building. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Photo 17: DESCRIPTION: Photo showing the west side of the building. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Photo 18: DESCRIPTION: Photo taken on the roof of the building after a moderate rain event. Note standing water on the roof. RECOMMENDED ACTION: Contact a roofing specialist to perform a detailed inspection of the roof. POTENTIAL RISK: B/C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-8 July 2016 Photo 19: DESCRIPTION: Photo taken on the roof of the building after a moderate rain event. Note standing water on roof, as well as tree that has grown up the side of the structure and is as tall as the roof. RECOMMENDED ACTION: Contact a roofing specialist to perform a detailed inspection of the roof. Remove tree to prevent foundation damage from root system. POTENTIAL RISK: B/C Photo 20: DESCRIPTION: Photo taken on the roof of the building after a moderate rain event. Note standing water on the roof. RECOMMENDED ACTION: Contact a roofing specialist to perform a detailed inspection of the roof. POTENTIAL RISK: B/C Photo 21: DESCRIPTION: Photo taken from the roof of the structure showing the upper roof above the hoist area. Note that this area was not inspected during the site visit due to a protected species of bird (tern) that had numerous nests on the upper roof. RECOMMENDED ACTION: The upper roof needs to be inspected by a roofing specialist. POTENTIAL RISK: B/C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-9 July 2016 Photo 22: DESCRIPTION: Photo taken in the enclosed hoist area at the main roof level. Note wall cracking on the inside of the structure (the same crack had migrated through to the outside but was previously repaired). RECOMMENDED ACTION: Repair inside cracked wall area. POTENTIAL RISK: B/C Photo 23: DESCRIPTION: Photo taken in the enclosed hoist area at the main roof level. Note wall cracking on the inside of the structure. RECOMMENDED ACTION: Repair cracked wall area. POTENTIAL RISK: B Photo 24: DESCRIPTION: Photo taken of the enclosed hoist area from the main roof level RECOMMENDED ACTION: None POTENTIAL RISK: N/A Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-10 July 2016 Photo 25: DESCRIPTION: Photo taken of the enclosed hoist area from the main roof level. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Photo 26: DESCRIPTION: Photo taken of the underside of the upper roof from the main roof level. Note that crack has formed in the upper roof and is leaking due to a recent rain event. RECOMMENDED ACTION: Contact a roofing specialist to inspect and repair upper roof. POTENTIAL RISK: B/C Photo 27: DESCRIPTION: Photo taken of the underside of the upper roof from the main roof level. Note that crack has formed in the upper roof and is leaking due to a recent rain event. RECOMMENDED ACTION: Contact a roofing specialist to inspect and repair upper roof. POTENTIAL RISK: B/C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-11 July 2016 Photo 28: DESCRIPTION: Photo taken on the roof of the building after a moderate rain event. 77 Note standing water on the roof. RECOMMENDED ACTION: Contact a roofing specialist to perform a detailed inspection of the roof. POTENTIAL RISK: B/C 2" a Floor Photo 29: DESCRIPTION: Photo taken from the roof of the structure showing the upper roof above the hoist area. Note that this area was not inspected during the site visit due to a protected species of bird (tern) that had numerous nests on the upper roof. RECOMMENDED ACTION: The upper roof needs to be inspected by a roofing specialist. POTENTIAL RISK: B/C Photo 30: DESCRIPTION: Photo taken on the 2" d Floor of the building near column C 1. Note concrete spalling and corroded reinforcing steel in tie beam between column B1 and C1 RECOMMENDED ACTION: Repair/replace damaged concrete and reinforcing steel. POTENTIAL RISK: C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-12 July 2016 Photo 31: DESCRIPTION: Photo taken on the 2" d Floor of the building near column C 1. Note concrete spalling and corroded reinforcing steel in tie beam between column B1 and C1. RECOMMENDED ACTION: Repair/replace damaged concrete and corroded reinforcing steel. POTENTIAL RISK: C Photo 32: DESCRIPTION: Photo taken on the 2" d Floor of the building near column C 1. Note concrete spalling and corroded reinforcing steel in tie beam between column B1 and C1 Also note that concrete adjacent to damaged concrete appears ready to spall off. RECOMMENDED ACTION: Repair/replace damaged concrete and corroded reinforcing steel. POTENTIAL RISK: C Photo 33: DESCRIPTION: Photo taken on the 2" d Floor of the building near column C 1. Note concrete spalling and corroded reinforcing steel in tie beam between column C1 and C2. RECOMMENDED ACTION: Repair/replace damaged concrete/reinforcing steel. POTENTIAL RISK: C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-13 July 2016 Photo 34: DESCRIPTION: Photo taken on the 2" d Floor of the building near column C 1. Note concrete spalling and corroded reinforcing steel in tie beam between column C1 and C2. RECOMMENDED ACTION: Repair/replace damaged concrete/reinforcing steel. POTENTIAL RISK: C Photo 35: DESCRIPTION: Photo taken on the 2" d floor near column C5. Note that there appears to be an area of concrete ready to spall off. RECOMMENDED ACTION: Repair/replace damaged concrete, check reinforcing steel condition and repair if necessary. POTENTIAL RISK: B/C Photo 36: DESCRIPTION: Photo taken on the 2" d floor looking toward column C6. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-14 July 2016 L Photo 37: DESCRIPTION: Photo taken on the 2" d Floor looking toward column C5. RECOMMENDED ACTION: None. POTENTIAL RISK: N/A Photo 39: DESCRIPTION: Photo taken on the 2" d Floor of the building near column C7. Note concrete spalling and corroded reinforcing steel in tie beam between column C6 and C7 RECOMMENDED ACTION: Repair/replace damaged concrete and corroded reinforcing steel. POTENTIAL RISK: C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-15 July 2016 Photo 40: DESCRIPTION: Photo taken on the 2" d Floor of the building near column C7. Note concrete spalling and corroded reinforcing steel in tie beam between column C7 and C8. RECOMMENDED ACTION: Repair/replace damaged concrete/reinforcing steel. POTENTIAL RISK: C Photo 41: DESCRIPTION: Photo taken on the 2" d Floor of the building near column AT Note concrete spalling and corroded reinforcing steel in tie beam between column A7 and A8. Note roof drain between the precast beams above. RECOMMENDED ACTION: Repair/replace damaged concrete/reinforcing steel. POTENTIAL RISK: C Photo 42: DESCRIPTION: Photo taken on the 2" d Floor in the vicinity of column A8. Note the precast beams above, as well as the underside of the cast in place roof above. In general, the precast beams seemed to be in good condition. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-16 July 2016 Photo 43: DESCRIPTION: Photo taken on the 2" d Floor looking toward column AT RECOMMENDED ACTION: None. POTENTIAL RISK: N/A Photo 44: DESCRIPTION: Photo taken on the 2" d Floor between column A7 and A8. Note the roof drain, as well as a crack in the concrete roof that exhibited evidence of past leaks. RECOMMENDED ACTION: It is recommended that a roofing specialist perform a thorough roof inspection. POTENTIAL RISK: C Photo 45: DESCRIPTION: Photo taken on the 2" d Floor between column A7 and A8. Note the roof drain, as well as a crack in the concrete roof that exhibited evidence of past leaks. RECOMMENDED ACTION: It is recommended that a roofing specialist perform a thorough roof inspection. POTENTIAL RISK: C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-17 July 2016 Photo 46: DESCRIPTION: Photo taken on the 2" d Floor toward column C 10. RECOMMENDED ACTION: None. POTENTIAL RISK: N/A Photo 47: DESCRIPTION: Photo taken on the 2" d Floor toward column A9. RECOMMENDED ACTION: None. POTENTIAL RISK: N/A Photo 48: DESCRIPTION: Photo taken on the 2" d Floor in the vicinity of column C9. Note the precast beams above, as well as the underside of the cast in place roof above. In general, the precast beams seemed to be in good condition. RECOMMENDED ACTION: None. POTENTIAL RISK: N/A Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-18 July 2016 Photo 49: DESCRIPTION: Photo taken on the 2" d Floor in the vicinity of column A10. Note the precast beams above, as well as the underside of the cast in place roof above. In general, the precast beams seemed to be in good condition. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Photo 50: DESCRIPTION: Photo taken on the 2" d Floor above the drop ceiling in the vicinity of column C 11. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Photo 51: DESCRIPTION: Photo taken on the 2" d Floor above the drop ceiling in the vicinity of column C12. Note what appears to be evidence of a past roof water leak. RECOMMENDED ACTION: None. POTENTIAL RISK: N/A. Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-19 July 2016 Photo 52: DESCRIPTION: Photo taken on the 2" d Floor above the drop ceiling in the vicinity of column C 12. Note that some of the concrete could not be inspected since it was partially covered by drywall. RECOMMENDED ACTION: None. POTENTIAL RISK: N/A Photo 53: DESCRIPTION: Photo taken on the 2" d Floor above the drop ceiling in the vicinity of column A11. Note that the concrete surface of the wall in this area is exhibiting damage. Since the drywall extends within 2 feet of the underside of the roof, it is not known if the damaged concrete area extends below the level of the drywall. RECOMMENDED ACTION: Repair damaged concrete area — during repair procedure observe if damaged concrete extends below drywall, if so, repair all damaged concrete. POTENTIAL RISK: B/C Photo 54: DESCRIPTION: Photo taken on the 2" d Floor above the drop ceiling in the vicinity of column A11. Note that the concrete surface of the wall in this area is exhibiting damage. Since the drywall extends within 2 feet of the underside of the roof, it is not known if the g3� damaged concrete area extends below the level of the drywall. RECOMMENDED ACTION: Repair i damaged concrete area — during repair 1, procedure, observe if damaged concrete extends below drywall if so repair all damaged concrete. B/C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-20 July 2016 Photo 56: DESCRIPTION: Photo taken on the 2" d Floor above the drop ceiling in the vicinity of column C 14. Since the drywall extends within 2 feet of the underside of the roof in this area, it is not known if the concrete is damaged below the drywall. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Photo 57: DESCRIPTION: Photo taken on the 2" d Floor above the drop ceiling in the vicinity of column C 15. Since the drywall extends within 2 feet of the underside of the roof in this area, it is not known if the concrete is damaged below the drywall. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-21 July 2016 Photo 60: DESCRIPTION: Photo taken on the 2" d Floor above the drop ceiling in the vicinity of column C 15. Since the drywall extends within 2 feet of the underside of the roof, it is not known if the damaged concrete area extends below the level of the drywall. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-22 July 2016 Photo 61: DESCRIPTION: Photo taken on the 2" d Floor above the drop ceiling in the vicinity of column C 16. Since the drywall extends within 2 feet of the underside of the roof in this area, it is not known if the concrete is damaged below the drywall. RECOMMENDED ACTION: None POTENTIAL RISK: N/A B/C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-23 July 2016 Photo 66: DESCRIPTION: Photo taken on the 2" d Floor looking toward column A13. Note damaged drywall in the corner. RECOMMENDED ACTION: Repair drywall. During drywall repair, look at underlying concrete column/CMU wall structure and repair if necessary. POTENTIAL RISK: AB Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-24 July 2016 Photo 67: DESCRIPTION: Photo taken on the 2" d Floor above the drop ceiling in the vicinity of column A17. Since the drywall extends within 2 feet of the underside of the roof in this area, it is not known if the concrete is damaged below the drywall. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Photo 68: DESCRIPTION: Photo taken on the 2" d Floor above the drop ceiling in the vicinity of column A16. Since the drywall extends within 2 feet of the underside of the roof in this area, it is not known if the concrete is damaged below the drywall. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Photo 69: DESCRIPTION: Photo taken on the 2" d Floor of the building looking toward column A13. The photo was taken during a rain event — note the water leaking down the side of the wall below the roof. RECOMMENDED ACTION: Contact a roofing specialist to conduct a detailed inspection of the roof and repair as necessary. POTENTIAL RISK: B/C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-25 July 2016 Photo 70: DESCRIPTION: Photo taken on the 2" d Floor of the building looking toward column Al2. The photo was taken during a rain event — note the water leaking down the side of the wall below the roof. RECOMMENDED ACTION: Contact a roofing specialist to conduct a detailed inspection of the roof and repair as necessary. POTENTIAL RISK: B/C Photo 71: DESCRIPTION: Photo taken on the 2" d Floor of the building looking toward column A14. The photo was taken during a rain event — note the water leaking down the side of the wall below the roof. RECOMMENDED ACTION: Contact a roofing specialist to conduct a detailed inspection of the roof and repair as necessary. POTENTIAL RISK: B/C Photo 72: DESCRIPTION: Photo taken on the 2" d Floor above the drop ceiling in the vicinity of column A11. Note that the concrete surface of the wall in this area is exhibiting damage. Since the drywall extends within 2 feet of the underside of the roof, it is not known if the damaged concrete area extends below the level of the drywall. RECOMMENDED ACTION: Repair damaged concrete area — during repair procedure, observe if damaged concrete extends below drywall, if so, repair all damaged concrete. B/C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-26 July 2016 Photo 75: DESCRIPTION: Photo taken on the 2" d Floor looking in the hoist well. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-27 July 2016 Photo 76: DESCRIPTION: Photo taken on the 2" d Floor in the hoist area. Note spalled concrete and corroded reinforcing steel. RECOMMENDED ACTION: Repair/replace spalled concrete and reinforcing steel. POTENTIAL RISK: C Photo 77: DESCRIPTION: Photo taken on the 2" d Floor looking toward column A8. Note that the drywall in this area is constructed all the way to the underside of the roof above. Due to the presence of drywall, the condition of the CMU and concrete wall/columns could not be assessed via a visual inspection. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Photo 78: DESCRIPTION: Photo taken on the 2" d Floor of the building looking toward column A5. Note the roof drain above in the left portion of the photo. RECOMMENDED ACTION: None POTENTIAL RISK: N/A Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-28 July 2016 1st Floor Photo 79: DESCRIPTION: Photo taken on the 2nd Floor of the building looking toward column Al. Note that the precast beams and roof slab above appear to be in good condition. RECOMMENDED ACTION: None. POTENTIAL RISK: N/A Photo 80: DESCRIPTION: Photo taken on the 1st Floor looking toward column Cl. Note surface cracking at column C2 and at the tie beam connecting column C1 and C2. Also note that the precast beams and 2nd Floor cast in place concrete above appear to be in good condition. RECOMMENDED ACTION: Replace column C2 and tie -beam. POTENTIAL RISK: C Photo 81: DESCRIPTION: Photo taken on the 1st Floor looking toward column C2. Note surface cracking at column C2 and at the tie beam connecting column C1 and C2. RECOMMENDED ACTION: Replace column C2 and tie -beam. POTENTIAL RISK: C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-29 July 2016 Photo 82: DESCRIPTION: Photo taken on the 1st Floor looking toward column C2. Note surface cracking at column C2 and at the tie beam connecting column C1 and C2. RECOMMENDED ACTION: Replace column C2 and tie -beam. POTENTIAL RISK: C Photo 83: DESCRIPTION: Photo taken on the 1st Floor looking toward column C2. Note surface cracking at column C2. RECOMMENDED ACTION: Replace column C2. POTENTIAL RISK: C Photo 84: DESCRIPTION: Photo taken on the 1st Floor looking toward column C3. Note surface cracking at column C3. RECOMMENDED ACTION: Replace column C3. POTENTIAL RISK: C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-30 July 2016 Photo 85: DESCRIPTION: Photo taken on the 1st Floor looking toward column C3. Note severe concrete spalling and corroded reinforcing steel at column C3. RECOMMENDED ACTION: Replace column C3. POTENTIAL RISK: C Photo 86: DESCRIPTION: Photo taken on the 1st Floor looking toward column C3. Note severe concrete spalling and corroded reinforcing steel at column C3. RECOMMENDED ACTION: Replace column C3. POTENTIAL RISK: C Photo 87: DESCRIPTION: Photo taken on the 1st Floor looking toward column C4. Note severe concrete spalling and corroded reinforcing steel at column C4. RECOMMENDED ACTION: Replace column C4. POTENTIAL RISK: C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-31 July 2016 Photo 88: DESCRIPTION: Photo taken on the 1st Floor looking toward column C4. Note severe concrete spalling and corroded reinforcing steel at column C4. RECOMMENDED ACTION: Replace column C4. POTENTIAL RISK: C Photo 89: DESCRIPTION: Photo taken on the 1st Floor looking toward column C6. Note surface cracking at column C6 and at the tie beam connecting column C6 and C7. RECOMMENDED ACTION: Chip away cracked concrete, repair/replace concrete and any corroded reinforcing steel. POTENTIAL RISK: C n {; ` Photo 90: " DESCRIPTION: Photo taken on the 1st Floor looking toward column C7. Note concretes allin and corroded reinforcing P g g steel at column C7 (behind electrical f equipment). RECOMMENDED ACTION: Replace column C7. k POTENTIAL RISK: C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-32 July 2016 Photo 91: t,s 111' DESCRIPTION: Photo taken on the 1st �=r Floor looking toward column C7. Note severe concrete spalling and corroded reinforcing steel at column C7 (behind electrical equipment). RECOMMENDED ACTION: Replace column C7. POTENTIAL RISK: C Photo 92: DESCRIPTION: Photo taken on the 1st Floor looking toward column C7. Note severe concrete spalling and corroded reinforcing steel at column C7 (behind electrical equipment). RECOMMENDED ACTION: Replace column C7. POTENTIAL RISK: C Photo 93: DESCRIPTION: Photo taken on the outside of the building — showing the outside of column C7 on the 1st Floor. Note that there is some cracking of the surface of the concrete evident. RECOMMENDED ACTION: Replace column C7. POTENTIAL RISK: C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-33 July 2016 ILUV Photo 94: DESCRIPTION: Photo taken on the outside of the building — showing the outside of column C7 on the 1st Floor. Note that there is some cracking of the surface of the concrete evident. RECOMMENDED ACTION: Replace column C7. POTENTIAL RISK: C Photo 95: DESCRIPTION: Photo taken on the 1st Floor looking toward column C8. Note significant surface cracking. RECOMMENDED ACTION: Chip away crack to expose concrete, repair/replace concrete, and repair/replace reinforcing steel if it is found to be corroded. POTENTIAL RISK: C Photo 96: DESCRIPTION: Photo taken on the 1st Floor looking toward column C9. Note spalled concrete surface has been temporarily repaired by a non-structural method. RECOMMENDED ACTION: Replace column C9. POTENTIAL RISK: C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-34 July 2016 Photo 97: DESCRIPTION: Photo taken on the 1st Floor of the building near column CIO. Note spalling and soon to be spalling concrete. Also note corroded reinforcing steel in the tie beam just below the precast beams above. RECOMMENDED ACTION: Replace column C10 and tie -beam between column C10 and C11. POTENTIAL RISK: C Photo 98: DESCRIPTION: Photo taken on the 1st Floor looking toward column C10. Note severe concrete spalling and corroded reinforcing steel at column C10. RECOMMENDED ACTION: Replace column C 10. POTENTIAL RISK: C Photo 99: DESCRIPTION: Photo taken on the 1st Floor looking toward column C11. Note severe concrete spalling and corroded reinforcing steel at column C11. RECOMMENDED ACTION: Replace column C 11. POTENTIAL RISK: C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-35 July 2016 Photo 100: DESCRIPTION: Photo taken on the 1st Floor of the building near column C 11. Note spalling and soon to be spalling concrete. Also note corroded reinforcing steel in the tie beam just below the precast beams above, as well as spalled concrete at column C 11. RECOMMENDED ACTION: Replace column C 11. POTENTIAL RISK: C Photo 101: DESCRIPTION: Photo taken on the 1st Floor of the building at column C12. Note that the column has been covered by a wood board. RECOMMENDED ACTION: Although the column could not be visually inspected, the board should be removed and the column should be repaired/replaced if observed to be damaged to the extent of other columns on the 1st Floor. POTENTIAL RISK: C Photo 102: DESCRIPTION: Photo taken on the 1st N Floor of the building showing columns C 13 and C 14. Note that both columns are covered by wood boards. RECOMMENDED ACTION: Although the columns could not be visually inspected, the boards should be removed and the columns should be repaired/replaced if observed to be damaged to the extent of other columns on the 1st Floor. POTENTIAL RISK: C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-36 July 2016 Photo 103: DESCRIPTION: Photo taken on the 1st Floor of the building at column C14. Note that the column has been covered by a wood board. RECOMMENDED ACTION: Although the column could not be visually inspected, the board should be removed and the column should be repaired/replaced if observed to be damaged to the extent of other columns on the 1st Floor. POTENTIAL RISK: C Photo 104: DESCRIPTION: Photo taken on the 1st Floor looking toward column C15. Note severe concrete spalling and corroded reinforcing steel at column C15. RECOMMENDED ACTION: Replace column C 15. POTENTIAL RISK: C Photo 105: DESCRIPTION: Photo taken on the 1st Floor looking toward column C15. Note severe concrete spalling and corroded reinforcing steel at column C15. RECOMMENDED ACTION: Replace column C 15. POTENTIAL RISK: C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-37 July 2016 Photo 106: DESCRIPTION: Photo taken on the 1st Floor looking toward column C16. Note severe concrete spalling and corroded reinforcing steel at column C16. RECOMMENDED ACTION: Replace column C 16. POTENTIAL RISK: C Photo 107: DESCRIPTION: Photo taken on the 1st Floor looking toward column C17. Note cracking at the column. RECOMMENDED ACTION: Chip away at crack to expose column, repair concrete, repair/replace reinforcing steel if it is found to be corroded. POTENTIAL RISK: C Photo 108: DESCRIPTION: Photo taken on the 1st Floor looking toward column B 17. Note severe concrete spalling and corroded reinforcing steel at column B 17. RECOMMENDED ACTION: Chip away spalled area to fully expose column, repair/replace spalled concrete and reinforcing steel. POTENTIAL RISK: C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-38 July 2016 Photo 109: DESCRIPTION: Photo taken on the 1st Floor close to column Alb. Note cracking/spalling concrete. RECOMMENDED ACTION: Chip away at crack to expose concrete/column. Repair/replace damaged concrete and reinforcing steel. POTENTIAL RISK: C Photo 110: DESCRIPTION: Photo taken on the 1st Floor looking toward column A14. Note cracking in the wall under rack. RECOMMENDED ACTION: Chip away at crack to expose concrete, repair/replace damaged concrete and reinforcing steel. POTENTIAL RISK: C Photo 111: DESCRIPTION: Photo taken on the 1st Floor near column A10. Note bulge in the wall. RECOMMENDED ACTION: Chip bulge and expose concrete, repair concrete and reinforcing steel. POTENTIAL RISK: C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-39 July 2016 Photo 112: DESCRIPTION: Photo taken at the hoist from the 1stFloor. Note spalled concrete/corroded reinforcing steel. RECOMMENDED ACTION: Repair/replace spalled concrete and corroded reinforcing steel. POTENTIAL RISK: B/C Photo 113: DESCRIPTION: Photo taken at the hoist well from the 1st Floor. Note the vertical cracking at the corner of the hoist well. This cracking extends for over 5 feet and was observed on the outside of the structure as well. RECOMMENDED ACTION: Repair corner of hoist well. POTENTIAL RISK: C Photo 114: DESCRIPTION: Photo taken at the hoist well from the 1st Floor. Note the vertical cracking at the corner of the hoist well. This cracking extends for over 5 feet. RECOMMENDED ACTION: Repair corner of hoist well. POTENTIAL RISK: C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-40 July 2016 Photo 115: DESCRIPTION: Photo taken at the hoist well from the 1st Floor. Note the vertical cracking at the corner of the hoist well. This cracking extends for over 5 feet. RECOMMENDED ACTION: Repair corner of hoist well. POTENTIAL RISK: C Photo 116: DESCRIPTION: Photo taken on the 1st Floor at the hoist well. Note spalled concrete/exposed corroded reinforcing steel RECOMMENDED ACTION: Repair spalled concrete/reinforcing steel. POTENTIAL RISK: B Photo 117: DESCRIPTION: Photo taken on the 1st Floor looking toward column 7a. Note severe concrete spalling and corroded reinforcing steel at column 7a. RECOMMENDED ACTION: Repair/Replace severely damaged concrete/reinforcing steel. POTENTIAL RISK: D Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-41 July 2016 Photo 118: DESCRIPTION: Photo taken on the 1st Floor looking toward column 7a. Note severe concrete spalling and corroded reinforcing steel at column 7a. RECOMMENDED ACTION: Repair/Replace severely damaged concrete/reinforcing steel. POTENTIAL RISK: D Photo 119: DESCRIPTION: Photo taken on the 1st Floor looking toward column 7a. Note severe concrete spalling and corroded reinforcing steel at column 7a. RECOMMENDED ACTION: Repair/Replace severely damaged concrete/reinforcing steel. POTENTIAL RISK: D concrete/reinforcing steel. POTENTIAL RISK: D Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-42 July 2016 r. Photo 121: DESCRIPTION: Photo taken on the Is' Floor looking toward column 7a. Note severe concrete spalling and corroded r reinforcing steel at column 7a. RECOMMENDED ACTION: Repair/Replace severely damaged concrete/reinforcing steel. POTENTIAL RISK: D Photo 122: DESCRIPTION: Photo taken on the 1st Floor looking toward column 8a/aa. Note severe concrete spalling and corroded reinforcing steel at column 8a/aa. RECOMMENDED ACTION: Repair/Replace severely damaged concrete/reinforcing steel. POTENTIAL RISK: D Photo 123: DESCRIPTION: Photo taken on the 1st Floor looking toward column A3. Note severe concrete spalling and corroded reinforcing steel at column A3. RECOMMENDED ACTION: Replace column A3. POTENTIAL RISK: C Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-43 July 2016 Photo 125: DESCRIPTION: Photo taken on the 1st Floor looking toward column B 1. Note severe concrete spalling and corroded reinforcing steel. RECOMMENDED ACTION: Replace column B 1. POTENTIAL RISK: C Below 1st Floor Photo 126: DESCRIPTION: Photo taken under the building at column B 1. Note severe concrete spalling and reinforcing steel corrosion - between columns B 1 and C 1 as well as B 1 and B2. j..............'`� RECOMMENDED ACTION: Replace tie beams between columns B 1 and C 1 as well vJ p �. _ as columns B 1 and B2. Repair column B 1. POTENTIAL RISK: C/D Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-44 July 2016 Photo 127: DESCRIPTION: Photo taken under the building at column B 1. Note severe concrete spalling and reinforcing steel corrosion between columns B 1 and B2. RECOMMENDED ACTION: Replace tie beams between columns B 1 and B2. Repair column B 1. POTENTIAL RISK: C/D Photo 128: DESCRIPTION: Photo taken under the building at column B2. Note severe concrete spalling and reinforcing steel corrosion between columns B 1 and B2 as well as B2 and B3. RECOMMENDED ACTION: Replace tie beams between columns B 1 and B2 as well as B2 and B3. Repair columns B 1, B2, and B3. POTENTIAL RISK: C/D Photo 129: DESCRIPTION: Photo taken under the building showing column B3. Note severe concrete spalling and reinforcing steel deterioration between columns B2 and B3 as well as B3 and B4. RECOMMENDED ACTION: Replace tie beams between columns B2 and B3 as well as B3 and B4. Repair columns B2, B3, and B4. POTENTIAL RISK: C/D Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-45 July 2016 Y� P Photo 130: DESCRIPTION: Photo taken under the building showing column C 1. Note severe concrete spalling and reinforcing steel deterioration between columns C1 and C2 as well as C 1 and B 1. RECOMMENDED ACTION: Replace tie - beams between columns C1 and C2 as well as C 1 and B I. Repair columns C 1, C2, and B1. POTENTIAL RISK: C/D Photo 131: DESCRIPTION: Photo taken under the building showing columns C2 and C3. Note severe concrete spalling and reinforcing deterioration between columns C2 and C3. RECOMMENDED ACTION: Replace tie - beam between column C2 and C3, Repair columns C2 and C3, POTENTIAL RISK: C/D Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-46 July 2016 Photo 133 Photo 134: DESCRIPTION: Photo taken under the building looking adjacent to column B3. Note severe concrete spalling and corroded reinforcing steel between column B3 and B4 RECOMMENDED ACTION: Replace tie - beams between columns B3 and B4. Repair columns B3 and B4. POTENTIAL RISK: C/D Photo 135: DESCRIPTION: Photo taken under the building looking at column B5. Note severe concrete spalling and corroded reinforcing steel between column B5 and B6. RECOMMENDED ACTION: Replace tie - beam between columns B5 and B6. Repair columns B5 and B6. POTENTIAL RISK: C/D Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-47 July 2016 Photo 136: DESCRIPTION: Photo taken under the building looking at columns B6, B7, B8, and "#z B9. Note severe concrete spalling and reinforcing steel corrosion. RECOMMENDED ACTION: Replace tie - beams between columns B6, B7, B8, and B9 Repair columns B6, B7, B8, and B9. POTENTIAL RISK: C/D Photo 137: DESCRIPTION: Photo taken under the building just adjacent to column B5. Note severely spalled concrete, as well as corroded reinforcing steel. RECOMMENDED ACTION: Replace tie - beam between column B4 and B5. Repair columns B4 and B5. POTENTIAL RISK: C/D Photo 138 as C5 and C6. POTENTIAL RISK: C/D Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-48 July 2016 Photo 139: DESCRIPTION: Photo taken under the building at column C6. Note the severely ; spalled concrete and deteriorated reinforcin,. w,., . .. steel. RECOMMENDED ACTION: Replace tie - beams between columns C5 and C6 as well as C6 and C7. Repair columns C5, C6, and C7. POTENTIAL RISK: C/D Photo 140: DESCRIPTION: Photo taken under the Pik 7 building adjacent to column C5. Note severely spalled concrete and corroded reinforcing steel. RECOMMENDED ACTION: Replace tie - beam between columns C5 and C6. � POTENTIAL RISK: C/D Photo 141 Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-49 July 2016 Photo 142 DESCRIPTION: Photo taken under the building looking toward column C9. Note the severely spalled concrete and corroded , k reinforcing steel. r 4�=t RECOMMENDED ACTION: Replace tie- ,;: beam between columns C8 and C9. POTENTIAL RISK: C/D r Photo 143: DESCRIPTION: Photo taken under the building looking toward column C9. Note the severely spalled concrete and corroded reinforcing steel. RECOMMENDED ACTION: Replace tie - beam between columns C8 and C9. Repair columns C8 and C9. POTENTIAL RISK: C/D Photo 144 Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-50 July 2016 Photo 145: DESCRIPTION: Photo taken under the building looking toward columns 137 and 138. Note that the concrete in the photo appears to be on the verge of spalling off a fairly significant section. RECOMMENDED ACTION: Replace tie - beam between columns 136 and 137 as well as 137 and 138. Repair columns 136, 137, and 138. POTENTIAL RISK: C/D Photo 146: DESCRIPTION: Photo taken on the underside of the building looking toward column B 13. Note severely spalled concrete and corroded reinforcing steel on either side of column B 13. RECOMMENDED ACTION: Replace tie - beams between column B 12 and B 13 as well as B 13 and B 14. Repair column B 13. POTENTIAL RISK: C/D Photo 147: DESCRIPTION: Photo taken on the underside of the building looking toward column B 12 (left side of photo). Note severely spalled concrete and corroded reinforcing steel. RECOMMENDED ACTION: Replace tie - beam between column B 11 and B 12 as well as B 12 and B 13. Repair column B 12. POTENTIAL RISK: C/D Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-51 July 2016 Photo 148: DESCRIPTION: Photo taken under the building looking toward columns B 14 and B 15. Note severely spalled concrete and corroded reinforcing steel in the tie beams between columns. Also note that the precast beams above appear to be in good shape, as well as the cast in place concrete flooring which spans the precast beams. RECOMMENDED ACTION: Replace tie - beam between columns B 14 and B 15. Repair columns B 14 and B 15. POTENTIAL RISK: C/D Photo 149: DESCRIPTION: Photo taken under the building between column C12 and C13. Note severely spalled concrete and corroded reinforcing steel. RECOMMENDED ACTION: Replace tie - Beam between columns C12 and C13. Repair column C 12 and C13. POTENTIAL RISK: C/D Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-52 July 2016 Photo 151: DESCRIPTION: Photo taken under the building between column C14 and C15. Note severely spalled concrete and corroded reinforcing steel. >4 W, "r RECOMMENDED ACTION: Replace tie- Beam between columns C 14 and C 15. ' Repair column C14and C15. POTENTIAL RISK: C/D Photo 152: DESCRIPTION: Photo taken under the building between column B 15 and B 16. Note severely spalled concrete and corroded reinforcing steel. RECOMMENDED ACTION: Replace tie - beam between columns B 15 and B 16. Repair column B 15 and B 16. POTENTIAL RISK: C/D Photo 153: DESCRIPTION: Photo taken under the building looking toward column B 16. Note the severely spalling tie beam concrete and corroded reinforcing steel between column B 15 and B 16. The precast beams and cast in place floor above appears to be in good condition. RECOMMENDED ACTION: Replace tie - beam between column B 15 and B 16. Repair column B 16. POTENTIAL RISK: C/D Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-53 July 2016 Photo 154: DESCRIPTION: Photo taken under the building looking toward column B 17. Note the spalling tie beam concrete and corroded reinforcing steel between column B 16 and B 17. RECOMMENDED ACTION: Replace tie - beam between columns B 16 and B 17. Repair columns B 16 and B 17. POTENTIAL RISK: C/D Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-54 July 2016 Photo 157 Photo 158: DESCRIPTION: Photo taken under the building looking at the tie beam between column A15 and A16. Note the severely spalled concrete and corroded reinforcing steel. RECOMMENDED ACTION: Replace tie - beam between column A15 and A16. Repair columns A15 and A16. POTENTIAL RISK: C/D Photo 159 Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-55 July 2016 Photo 161 DESCRIPTION: Photo taken under the building looking toward column Al2. Note the severely spalled concrete and corroded reinforcing steel on either side of column Al2. ` RECOMMENDED ACTION: Replace the tie -beam between columns Al and Al2 as well as Al2 and A13. Repair columns A11, Al2, and A13. POTENTIAL RISK: C/D Photo 162 Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-56 July 2016 Photo 163: DESCRIPTION: Photo taken under the building looking toward column B 11 (just to the right of the two drain lines). Note severely spalled concrete and corroded reinforcing steel on either side of column B11. RECOMMENDED ACTION: Replace tie - beams between columns B 10 and B 11 as well as B 11 and B 12. POTENTIAL RISK: C/D Photo 164: DESCRIPTION: Photo taken under the building looking toward columns B 13 and B 14. Note severe concrete spalling and corroded reinforcing steel in the tie beams. Also note that the precast beams above appear to be in good shape. RECOMMENDED ACTION: Replace tie - beams between columns B 13 and B 14 as well as B 12 and B 13. POTENTIAL RISK: C/D Photo 165: DESCRIPTION: Photo taken under the building looking toward columns A6 and A7 Note severe concrete spalling and corroded reinforcing steel in the tie beams. Also note that the precast beams above appear to be in good shape. RECOMMENDED ACTION: Replace tie - beams between columns A6 and A7. Repair columns A6 and A7. POTENTIAL RISK: C/D Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-57 July 2016 Photo 166: DESCRIPTION: Photo taken under the building looking toward columns B5 and B6. Note severe concrete spalling and corroded reinforcing steel in the tie beams. Also note that the precast beams above appear to be in good shape. RECOMMENDED ACTION: Replace tie - beams between columns B4 and B5 as well as B5 and B6. Repair columns B4, B5, and B6. POTENTIAL RISK: C/D Photo 167: DESCRIPTION: Photo taken under the building looking toward columns B5 and B6 Note severe concrete spalling and corroded reinforcing steel in the tie beams. Also note that the precast beams above appear to be in good shape. RECOMMENDED ACTION: Replace tie - beams between columns B5 and B6 as well as B6 and B7. Repair columns B5, B6, and B7. POTENTIAL RISK: C/D Photo 168: DESCRIPTION: Photo taken under the building looking toward columns B6 and B7 Note severe concrete spalling and corroded reinforcing steel in the tie beams. Also note that the precast beams above appear to be in good shape. RECOMMENDED ACTION: Replace tie - beam between column B6 and B7. Repair column B6 and B7. POTENTIAL RISK: C/D Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-58 July 2016 Photo 169: DESCRIPTION: Photo taken under the building looking toward columns B8 and B9. Note severe concrete spalling and corroded reinforcing steel in the tie beams. Also note that the precast beams above appear to be in good shape. RECOMMENDED ACTION: Replace tie - beam between column B8 and B9 as well as B7 and B8. Repair columns B7, B8, and B9. POTENTIAL RISK: C/D Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-59 July 2016 Photo 172: DESCRIPTION: Photo taken under the building looking toward column B 1. Note the severe concrete spalling and corroded reinforcing steel on either side of column B 1. RECOMMENDED ACTION: Replace tie - beams between columns B1 and Al as well �a as B1 and B2. Repair columns Al, B1, and ;t B2. POTENTIAL RISK: C/D Photo 173: DESCRIPTION: Photo taken under the building looking toward column B2. Note the severe concrete spalling and corroded reinforcing steel on either side of column B2. RECOMMENDED ACTION: Replace tie - beam between columns B 1 and B2 as well as B2 and B3. Repair columns B 1, B2, and B3. POTENTIAL RISK: C/D Photo 174: DESCRIPTION: Photo taken under the building looking toward columns B3 and B4. Note severe concrete spalling and corroded reinforcing steel in the tie beams. Also note that the precast beams above appear to be in good shape. RECOMMENDED ACTION: Replace tie - beam between columns B3 and B4 as well as B4 and B5. Repair columns B3, B4, and B5. POTENTIAL RISK: C/D Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-60 July 2016 Photo 175 DESCRIPTION: Photo taken under the building looking toward column B 1. Note the severely spalled concrete tie beams and reinforcing steel on either side of column B 1. RECOMMENDED ACTION: Replace tie - beams between columns Al and B1 as well as B 1 and 132. Repair columns Al, B 1, and 00,1 132. POTENTIAL RISK: C/D Photo 176 DESCRIPTION: Photo taken under the building looking toward column Al. Note the severely spalled concrete and corroded reinforcing steel on either side of column Al RECOMMENDED ACTION: Replace tie - beams between columns Al and A2 as well as Al and B1. Repair columns A1, A2, and B1. POTENTIAL RISK: C/D Monroe County Public Works and Engineering Habitat for Humanity Big Pine Key, Florida A-61 July 2016 APPENDIX B Habitat for Humanity Original Building Design Drawings At: 30320 Overseas Highway Big Pine Key, Florida FOR Monroe County Public Works And Engineering Monroe County Public Works and Engineering Original Building Design Drawings Big Pine Key, Florida B-1 July 2016 4n i -IS N Oulm'310 ---- - - ----------- M 0 C,) CD Cl, ------- --- IT 3 T _J Iv 0 n - - - ------- -- 11"UnTIM m I I PM m Trr#T*VAFIYZII3lVlJl MKIII-TvIn 7MMOTTYPTIN, I - I-W t" 14, aj r. -4S ---------- - -------- 71 �ON Ougmeja OD C) Tk 0 -0 --- --- ---------- rn if AF �A - - --------- - - L_J I j A N - - - ------------------ - - - -- ------- - H31C� Attachment: full backup C32 #2069 9 8 16 (2069 : Termination of Habitat lease on BPK) APPENDIX C Habitat for Humanity As -Inspected Building Drawings At: 30320 Overseas Highway Big Pine Key, Florida FOR Monroe County Public Works And Engineering Monroe County Public Works and Engineering As -Inspected Building Drawings Big Pine Key, Florida C-1 July 2016 IC.31.a 0 0 Packet Pg. 674 IC.31.a FA I Packet Pg. 675 APPENDIX D Habitat for Humanity Drawings Identifying Areas Requiring Concrete Repair/Replacement At: 30320 Overseas Highway Big Pine Key, Florida FOR Monroe County Public Works And Engineering Monroe County Public Works and Engineering Repair Plan Building Drawings Big Pine Key, Florida D-1 July 2016 (NdS uo aseal ;e;!qBH 10 u0RE!u!wJ8l : 690Z) 9L 9 6 690Z# ZED dn)loeq llnj:;uewqoelIV 4or, wws,-- LkuviT, EQIJPW,11KAR0, A- M FJTI� IST �MIR ��PNE a' -IL 1,14, 0 ORIGIN& ISSUE 11-M-16 H.E. rl REPAR �oT RL�mrs,,, -L4,uqaTs SH"m m L��Aw �EWMEU 4QUIRM N" Ar , , (eYBOMCM 0IS" 1cl"PX90r, (NdS uo aseal ;e;!qBH 10 u0RE!u!wJ8l : 690Z) 9L 9 6 690Z# ZED dn)loeq llnj:;uewqoelIV I 0 ORIGIN& ISSUE 1-4-16 H.E. 00 r. CL CL (NdS uo aseal ;e;!qBH 10 u0RE!u!wJ8l : 690Z) 9L 9 6 690Z# ZED dn)loeq llnj:;uewqoelIV I C) m Kmlam OF 21% 0 ORIGIN& ISSUE Q�M-16 H.E. (NdS uo aseal ;e;!qBH 10 u0RE!u!wJ8l : 690Z) 9L 9 6 690Z# ZED dn)loeq llnj:;uewqoelIV wT Rtpom," (m m DWooc 4um Rj REWIRED Mc-M PLV,4 �Lclltllll"N I, C� � "Q 1"C4 AB 0 ORIGIN& ISSUE 11-0-15 H.E. (NdS uo aseal ;e;!qBH 10 u0RBu!wJ8I : 690Z) 9L 9 6 690Z# ZED dn)loeq llnj:;uewqoelIV NEPLAC REPAIR Nor, Row�/�w L�amN,' 9"w"I m DmAK�,uq TO yc"InCAPOIS -IUM RN N 101,11PON 'I �CM IF RXI MOW- 0 ORIGINk ISSUE I-JM6 H.E. REPAIR. wT opq Rq u um T! 'ErWRE0 YGALICATIM "AIM 'LWN ;q 5 Le VO KHMM 0�- POV ARCIVE (NdS uo aseal ;e;!qBH 10 u0RE!u!wJ8l : 690Z) 9L 9 6 690Z# ZED dn)loeq llnj:;uewqoelIV " I roll -to b), 0 ORIGIN& ISSUE I-M-16 H.E. (NdS uo aseal ;e;!qBH 10 u0RE!u!wJ8l : 690Z) 9L 9 6 690Z# ZED dn)loeq llnj:;uewqoelIV ;PAIR E t I 2-4 '. I, =I-, � 4,- NOTE RUWRS�9FLACUMNS �40*1 M WON" �ERN TO KOURED M,1130�1110NS 04 R'M� FT'Ap A, 0 ORGIN& ISSUE &J-16 H.E. 00 w REPAIR FCT, qwmsPokuqws SHOP4 rm amm-, :nR M, �IQUR�o WlOplclllcfl, Olq K"' " M904 (NdS uo aseal ;e;!qBH 10 u0RE!u!wJ8l : 690Z) 9L 9 6 690Z# ZED dn)loeq llnj:;uewqoelIV I 0 ORDINAL ISSUE QFM-1 H.E. 00 w 6) CL CL EXHIBIT I Prioritized Summary Of Required Corrective Action At: 30320 Overseas Highway Big Pine Key, Florida FOR Monroe County Public Works And Engineering Monroe County Public Works and Engineering Exhibit 1 Big Pine Key, Florida 1 July 2016 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Habitat For Humanity Inspectio C.31.a PRIORITIZED SUMMARY OF REQUIRED CORRECTIVE ACTIONS BIG PINE KEY APPENDIX A POTENTIAL RISK DESCRIPTION Photo taken showing a view of the exterior of the building looking toward RECOMMENDATION None PHOTO NO. ACTION TAKEN DATE NOTED FOR ACTION the southeast corner (Column C17). N/A 1 Photo taken showing a view of the exterior of the building looking toward None the southwest corner (Column CI). N/A 2 Photo taken of the exterior of the building showing the southwest corner None (Column CI) at ground level. N/A 3 Photo taken of the building exterior showing the southwest corner Repair/replace damaged concrete/reinforcing (Columns C1, C2, and C3) at ground level. Note concrete spalling between steel in columns and replace tie -beams between a/c columns. columns. 4 Photo taken of the south side of the building looking toward the east. None N/A 5 Photo taken of the building exterior showing the southwest corner Repair/replace damaged concrete/reinforcing (Columns C1, C2, and C3) at ground level. Note concrete spalling between steel in columns and replace tie -beams between a/c columns. columns. 6 Photo taken of the south side of the building. Note spalling concrete Replace tie -beam. under the truck loading dock. a/c 7 Photo taken of the south side of the building. None N/A B Photo taken of the south side of the building. Note spalling concrete and Replace columns. corroded reinforcing steel at columns C13 and C14. a/c 9 Photo of the east side of the building. None N/A 10 2 Habitat for Humanity Big Pine Key EXHIBIT 1 Packet Pg. 686 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Habitat For Humanity Inspectio C.31.a Photo showing the northeast corner of the building. None N/A 11 Photo showing the north side of the building. Note the tall tree that Remove tall tree since its root system is reaches the roof. extensive and can potentially damage the A/R building foundation. 12 Photo showing the north side of the building. None N/A 13 Photo showing the north side of the building. None N/A 14 Photo showing the north side of the building. None N/A 15 Photo showing the northwest corner of the building. None N/A 16 Photo showing the west side of the building. None N/A 17 Photo taken on the roof of the building after a moderate rain event. Note Contact a roofing specialist to perform a detailed standing water on the roof. inspection of the roof. a/c 18 Photo taken on the roof of the building after a moderate rain event. Note Contact a roofing specialist to perform a detailed standing water on roof, as well as tree that has grown up the side of the inspection of the roof. Remove tree to prevent structure and is as tall as the roof. foundation damage from root system. a/c 19 Photo taken on the roof of the building after a moderate rain event. Note Contact a roofing specialist to perform a detailed standing water on the roof. inspection of the roof. a/c 20 Photo taken from the roof of the structure showing the upper roof above The upper roof needs to be inspected by a the hoist area. Note that this area was not inspected during the site visit roofing specialist. a/c due to a protected species of bird (tern) that had numerous nests on the 21 upper roof. 2 Habitat for Humanity Big Pine Key EXHIBIT 1 Packet Pg. 687 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Habitat For Humanity Inspectio C.31.a Photo taken in the enclosed hoist area at the main roof level. Note wall Repair inside cracked wall area. cracking on the inside of the structure (the same crack had migrated a/c through to the outside but was previously repaired). 22 Photo taken in the enclosed hoist area at the main roof level. Note wall Repair cracked wall area. cracking on the inside of the structure. a 23 Photo taken of the enclosed hoist area from the main roof level. None N/A 24 Photo taken of the enclosed hoist area from the main roof level. None N/A 25 Photo taken of the underside of the upper roof from the main roof level. Contact a roofing specialist to inspect and repair Note that crack has formed in the upper roof and is leaking due to a upper roof. a/c recent rain event. 26 Photo taken of the underside of the upper roof from the main roof level. Contact a roofing specialist to inspect and repair Note that crack has formed in the upper roof and is leaking due to a upper roof. a/c recent rain event. 27 Photo taken on the roof of the building after a moderate rain event. Note Contact a roofing specialist to perform a detailed standing water on the roof. inspection of the roof. a/c 29 Photo taken from the roof of the structure showing the upper roof above The upper roof needs to be inspected by a the hoist area. Note that this area was not inspected during the site visit roofing specialist. a/c due to a protected species of bird (tern) that had numerous nests on the 29 upper roof. Photo taken on the 2nd Floor of the building near column C1. Note Repair/replace damaged concrete and concrete spalling and corroded reinforcing steel in tie beam between reinforcing steel. C column Ri and C1. 30 Photo taken on the 2nd Floor of the building near column C1. Note Repair/replace damaged concrete and corroded concrete spalling and corroded reinforcing steel in tie beam between reinforcing steel. C column Ri and C1. 31 Photo taken on the 2nd Floor of the building near column C1. Note Repair/replace damaged concrete and corroded concrete spalling and corroded reinforcing steel in tie beam between reinforcing steel. C column Ri and C1. Also note that concrete adjacent to damaged concrete 32 appears ready to spall off. 2 Habitat for Humanity Big Pine Key EXHIBIT 1 Packet Pg. 688 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Habitat For Humanity Inspectio C.31.a Photo taken on the 2nd Floor of the building near column C1. Note Repair/replace damaged concrete/reinforcing concrete spalling and corroded reinforcing steel in tie beam between steel. C column C1 and C2. 33 Photo taken on the 2nd Floor of the building near column C1. Note Repair/replace damaged concrete/reinforcing concrete spalling and corroded reinforcing steel in tie beam between steel. C column C1 and C2. 34 Photo taken on the 2nd floor near column C5. Note that there appears to Repair/replace damaged concrete, check be an area of concrete ready to spall off. reinforcing steel condition and repair if a/c necessary. 35 Photo taken on the 2nd floor looking toward column C6. None N/A 36 Photo taken on the 2nd Floor looking toward column C5. None N/A 37 Photo taken on the 2nd Floor of the building near column C7. Note Repair/replace damaged concrete/reinforcing concrete spalling and corroded reinforcing steel in tie beam between steel. C column C6 and C7. 38 Photo taken on the 2nd Floor of the building near column C7. Note Repair/replace damaged concrete and corroded concrete spalling and corroded reinforcing steel in tie beam between reinforcing steel. C column C6 and C7. 39 Photo taken on the 2nd Floor of the building near column C7. Note Repair/replace damaged concrete/reinforcing concrete spalling and corroded reinforcing steel in tie beam between steel. C column C7 and C8. 40 Photo taken on the 2nd Floor of the building near column A7. Note Repair/replace damaged concrete/reinforcing concrete spalling and corroded reinforcing steel in tie beam between steel. C column A7 and AS. Note roof drain between the precast beams above. 41 Photo taken on the 2nd Floor in the vicinity of column AS. Note the None precast beams above, as well as the underside of the cast in place roof N/A above. In general, the precast beams seemed to be in good condition. 42 Photo taken on the 2nd Floor looking toward column A7. None N/A 43 2 Habitat for Humanity Big Pine Key EXHIBIT 1 Packet Pg. 689 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Habitat For Humanity Inspectio C.31.a Photo taken on the 2nd Floor between column A7 and AS. Note the roof It is recommended that a roofing specialist drain, as well as a crack in the concrete roof that exhibited evidence of perform a thorough roof inspection. C past leaks. 44 Photo taken on the 2nd Floor between column A7 and AS. Note the roof It is recommended that a roofing specialist drain, as well as a crack in the concrete roof that exhibited evidence of perform a thorough roof inspection. C past leaks. 45 Photo taken on the 2nd Floor toward column C10. None N/A 46 Photo taken on the 2nd Floor toward column A9. None N/A 47 Photo taken on the 2nd Floor in the vicinity of column C9. Note the None precast beams above, as well as the underside of the cast in place roof N/A above. In general, the precast beams seemed to be in good condition. 49 Photo taken on the 2nd Floor in the vicinity of column A70. Note the None precast beams above, as well as the underside of the cast in place roof N/A above. In general, the precast beams seemed to be in good condition. 49 Photo taken on the 2nd Floor above the drop ceiling in the vicinity of None column CIL N/A 50 Photo taken on the 2nd Floor above the drop ceiling in the vicinity of None column C12. Note what appears to be evidence of a past roof water leak. N/A 51 Photo taken on the 2nd Floor above the drop ceiling in the vicinity of None column C72. Note that some of the concrete could not be inspected since N/A it was partially covered by drywall. 52 Photo taken on the 2nd Floor above the drop ceiling in the vicinity of Repair damaged concrete area — during repair columnAll. Note that the concrete surface of the wall in this area is procedure, observe if damaged concrete extends exhibiting damage. Since the drywall extends within 2 feet of the below drywall, if so, repair all damaged concrete. a/c underside of the roof, it is not known if the damaged concrete area 53 extends below the level of the drywall. 2 Habitat for Humanity Big Pine Key EXHIBIT 1 Packet Pg. 690 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Habitat For Humanity Inspectio C.31.a Photo taken on the 2nd Floor above the drop ceiling in the vicinity of Repair damaged concrete area — during repair columnAll. Note that the concrete surface of the wall in this area is procedure, observe if damaged concrete extends exhibiting damage. Since the drywall extends within 2 feet of the below drywall, if so, repair all damaged concrete. a/c underside of the roof, it is not known if the damaged concrete area 54 extends below the level of the drywall. Photo taken on the 2nd Floor above the drop ceiling in the vicinity of Repair damaged concrete area — during repair column A13. Note that the concrete surface of the wall in this area is procedure, observe if damaged concrete extends exhibiting damage. Since the drywall extends within 2 feet of the below drywall, if so, repair all damaged concrete. a/c underside of the roof, it is not known if the damaged concrete area 55 extends below the level of the drywall. Photo taken on the 2nd Floor above the drop ceiling in the vicinity of None column C14. Since the drywall extends within 2 feet of the underside of N/A the roof in this area, it is not known if the concrete is damaged below the 56 drywall. Photo taken on the 2nd Floor above the drop ceiling in the vicinity of None column C15. Since the drywall extends within 2 feet of the underside of N/A the roof in this area, it is not known if the concrete is damaged below the 57 drywall. Photo taken on the 2nd Floor above the drop ceiling in the vicinity of Repair damaged concrete area — during repair column C16. Note that the concrete surface of the wall in this area is procedure, observe if damaged concrete extends exhibiting damage. Since the drywall extends within 2 feet of the below drywall, if so, repair all damaged concrete. a/c underside of the roof, it is not known if the damaged concrete area 59 extends below the level of the drywall. Photo taken on the 2nd Floor above the drop ceiling in the vicinity of Repair damaged concrete area — during repair column C76. Note that the concrete surface of the wall in this area is procedure, observe if damaged concrete extends exhibiting damage. Since the drywall extends within 2 feet of the below drywall, if so, repair all damaged concrete. a/c underside of the roof, it is not known if the damaged concrete area 59 extends below the level of the drywall. Photo taken on the 2nd Floor above the drop ceiling in the vicinity of None column C75. Note that the concrete surface of the wall in this area is exhibiting damage. Since the drywall extends within 2 feet of the N/A underside of the roof, it is not known if the damaged concrete area 60 extends below the level of the drywall. Photo taken on the 2nd Floor above the drop ceiling in the vicinity of None column C76. Since the drywall extends within 2 feet of the underside of N/A the roof in this area, it is not known if the concrete is damaged below the 61 drywall. 2 Habitat for Humanity Big Pine Key EXHIBIT 1 Packet Pg. 691 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Habitat For Humanity Inspectio C.31.a Photo taken on the 2nd Floor above the drop ceiling in the vicinity of Repair damaged concrete area — during repair column C17. Note that the concrete surface of the wall in this area is procedure, observe if damaged concrete extends exhibiting damage. Since the drywall extends within 2 feet of the below drywall, if so, repair all damaged concrete. a/c underside of the roof, it is not known if the damaged concrete area 62 extends below the level of the drywall. Photo taken on the 2nd Floor above the drop ceiling in the vicinity of Repair damaged concrete area — during repair column 617. Note that the concrete surface of the wall in this area is procedure, observe if damaged concrete extends exhibiting damage. Since the drywall extends within 2 feet of the below drywall, if so, repair all damaged concrete. a/c underside of the roof, it is not known if the damaged concrete area 63 extends below the level of the drywall. Photo taken on the 2nd Floor above the drop ceiling in the vicinity of Repair damaged concrete area — during repair column 617. Note that the concrete surface of the wall in this area is procedure, observe if damaged concrete extends exhibiting damage. Since the drywall extends within 2 feet of the below drywall, if so, repair all damaged concrete. a/c underside of the roof, it is not known if the damaged concrete area 64 extends below the level of the drywall. Photo taken on the 2nd Floor above the drop ceiling in the vicinity of Repair damaged concrete area — during repair column 617. Note that the concrete surface of the wall in this area is procedure, observe if damaged concrete extends exhibiting damage. Since the drywall extends within 2 feet of the below drywall, if so, repair all damaged concrete. a/c underside of the roof, it is not known if the damaged concrete area 65 extends below the level of the drywall. Photo taken on the 2nd Floor looking toward column A13. Note damaged Repair drywall. During drywall repair, look at drywall in the corner. underlying concrete column/CMU wall structure A/B and repair if necessary. 66 Photo taken on the 2nd Floor above the drop ceiling in the vicinity of None column A17. Since the drywall extends within 2 feet of the underside of N/A the roof in this area, it is not known if the concrete is damaged below the 67 drywall. Photo taken on the 2nd Floor above the drop ceiling in the vicinity of None column A16. Since the drywall extends within 2 feet of the underside of N/A the roof in this area, it is not known if the concrete is damaged below the 69 drywall. Photo taken on the 2nd Floor of the building looking toward column A73. Contact a roofing specialist to conduct a detailed The photo was taken during a rain event— note the water leaking down inspection of the roof and repair as necessary. a/c the side of the wall below the roof. 69 Photo taken on the 2nd Floor of the building looking toward column Al2. Contact a roofing specialist to conduct a detailed The photo was taken during a rain event— note the water leaking down inspection of the roof and repair as necessary. a/c the side of the wall below the roof. 70 2 Habitat for Humanity Big Pine Key EXHIBIT 1 Packet Pg. 692 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Habitat For Humanity Inspectio C.31.a Photo taken on the 2nd Floor of the building looking toward column A14. Contact a roofing specialist to conduct a detailed The photo was taken during a rain event— note the water leaking down inspection of the roof and repair as necessary. a/c the side of the wall below the roof. 71 Photo taken on the 2nd Floor above the drop ceiling in the vicinity of Repair damaged concrete area — during repair columnAll. Note that the concrete surface of the wall in this area is procedure, observe if damaged concrete extends exhibiting damage. Since the drywall extends within 2 feet of the below drywall, if so, repair all damaged concrete. a/c underside of the roof, it is not known if the damaged concrete area 72 extends below the level of the drywall. Photo taken on the 2nd Floor above the drop ceiling in the vicinity of Repair damaged concrete area — during repair columnAll. Note that the concrete surface of the wall in this area is procedure, observe if damaged concrete extends exhibiting damage. Since the drywall extends within 2 feet of the below drywall, if so, repair all damaged concrete. a/c underside of the roof, it is not known if the damaged concrete area 73 extends below the level of the drywall. Photo taken on the 2nd Floor above the drop ceiling in the vicinity of Repair damaged concrete area — during repair columnAll. Note that the concrete surface of the wall in this area is procedure, observe if damaged concrete extends exhibiting damage. Since the drywall extends within 2 feet of the below drywall, if so, repair all damaged concrete. a/c underside of the roof, it is not known if the damaged concrete area 74 extends below the level of the drywall. Photo taken on the 2nd Floor looking in the hoist well. None N/A 75 Photo taken on the 2nd Floor in the hoist area. Note spalled concrete and Repair/replace spalled concrete and reinforcing corroded reinforcing steel. steel. C 76 Photo taken on the 2nd Floor looking toward column AS. Note that the None drywall in this area is constructed all the way to the underside of the roof above. Due to the presence of drywall, the condition of the CM and N/A concrete wall/columns could not be assessed via a visual inspection. 77 Photo taken on the 2nd Floor of the building looking toward column A5. None Note the roof drain above in the left portion of the photo. N/A 78 Photo taken on the 2nd Floor of the building looking toward column Al. None Note that the precast beams and roof slab above appear to be in good N/A condition. 79 2 Habitat for Humanity Big Pine Key EXHIBIT 1 Packet Pg. 693 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Habitat For Humanity Inspectio C.31.a Photo taken on the 1st Floor looking toward column C1. Note surface Replace column C2 and tie -beam. cracking at column C2 and at the tie beam connecting column C1 and C2. Also note that the precast beams and 2nd Floor cast in place concrete C above appear to be in good condition. 80 Photo taken on the 1st Floor looking toward column C2. Note surface Replace column C2 and tie -beam. cracking at column C2 and at the tie beam connecting column C1 and C2. C 81 Photo taken on the 1st Floor looking toward column C2. Note surface Replace column C2 and tie -beam. cracking at column C2 and at the tie beam connecting column C1 and C2. C 82 Photo taken on the 1st Floor looking toward column C2. Note surface Replace column C2. cracking at column C2. C 83 Photo taken on the 1st Floor looking toward column C3. Note surface Replace column C3. cracking at column C3. C 84 Photo taken on the 1st Floor looking toward column C3. Note severe Replace column C3. concrete spalling and corroded reinforcing steel at column C3. C 8s Photo taken on the 1st Floor looking toward column C3. Note severe Replace column C3. concrete spalling and corroded reinforcing steel at column C3. C 86 Photo taken on the 1st Floor looking toward column C4. Note severe Replace column C4. concrete spalling and corroded reinforcing steel at column C4. C 87 Photo taken on the 1st Floor looking toward column C4. Note severe Replace column C4. concrete spalling and corroded reinforcing steel at column C4. C 88 Photo taken on the 1st Floor looking toward column C6. Note surface Chip away cracked concrete, repair/replace cracking at column C6 and at the tie beam connecting column C6 and C7. concrete and any corroded reinforcing steel. C 89 Photo taken on the 1st Floor looking toward column C7. Note concrete Replace column C7. spalling and corroded reinforcing steel at column C7 (behind electrical C equipment). 90 2 Habitat for Humanity Big Pine Key EXHIBIT 1 Packet Pg. 694 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Habitat For Humanity Inspectio C.31.a Photo taken on the 1st Floor looking toward column C7. Note severe Replace column C7. concrete spalling and corroded reinforcing steel at column C7 (behind C electrical equipment). 91 Photo taken on the 1st Floor looking toward column C7. Note severe Replace column C7. concrete spalling and corroded reinforcing steel at column C7 (behind C electrical equipment). 92 Photo taken on the outside of the building— showing the outside of Replace column C7. column C7 on the 1st Floor. Note that there is some cracking of the C surface of the concrete evident. 93 Photo taken on the outside of the building— showing the outside of Replace column C7. column C7 on the 1st Floor. Note that there is some cracking of the C surface of the concrete evident. 94 Photo taken on the 1st Floor looking toward column C8. Note significant Chip away crack to expose concrete, surface cracking. repair/replace concrete, and repair/replace C reinforcing steel if it is found to be corroded. 95 Photo taken on the 1st Floor looking toward column C9. Note spalled Replace column C9. concrete surface has been temporarily repaired by a non-structural method. C 96 Photo taken on the 1st Floor of the building near column C10. Note Replace column C10 and tie -beam between spalling and soon to be spalling concrete. Also note corroded reinforcing column C70 and Cii. C steel in the tie beam just below the precast beams above. 97 Photo taken on the 1st Floor looking toward column C70. Note severe Replace column C70. concrete spalling and corroded reinforcing steel at column C70. C 98 Photo taken on the 1st Floor looking toward column Cii. Note severe Replace column Cii. concrete spalling and corroded reinforcing steel at column Cii. C 99 Photo taken on the 1st Floor of the building near column Cii. Note Replace column Cii. spalling and soon to be spalling concrete. Also note corroded reinforcing C steel in the tie beam just below the precast beams above, as well as 100 spalled concrete at column Cii. 2 Habitat for Humanity Big Pine Key EXHIBIT 1 Packet Pg. 695 i Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Habitat For Humanity Inspectio C.31.a Photo taken on the 1st Floor of the building at column C12. Note that the Although the column could not be visually column has been covered by a wood board. inspected, the board should be removed and the column should be repaired/replaced if observed C to be damaged to the extent of other columns on 101 the 1st Floor. Photo taken on the 1st Floor of the building showing columns C13 and Although the columns could not be visually C14. Note that both columns are covered by wood boards. inspected, the boards should be removed and the columns should be repaired/replaced if C observed to be damaged to the extent of other 102 columns on the 1st Floor. Photo taken on the 1st Floor of the building at column C74. Note that the Although the column could not be visually column has been covered by a wood board. inspected, the board should be removed and the column should be repaired/replaced if observed C to be damaged to the extent of other columns on 103 the 1st Floor. Photo taken on the 1st Floor looking toward column C15. Note severe Replace column C75. concrete spalling and corroded reinforcing steel at column C75. C 104 Photo taken on the 1st Floor looking toward column C75. Note severe Replace column C75. concrete spalling and corroded reinforcing steel at column C75. C 105 Photo taken on the 1st Floor looking toward column C16. Note severe Replace column C76. concrete spalling and corroded reinforcing steel at column C76. C 106 Photo taken on the 1st Floor looking toward column C17. Note cracking Chip away at crack to expose column, repair at the column. concrete, repair/replace reinforcing steel if it is C found to be corroded. 107 Photo taken on the 1st Floor looking toward column 617. Note severe Chip away spalled area to fully expose column, concrete spalling and corroded reinforcing steel at column 617. repair/replace spalled concrete and reinforcing C steel. 109 Photo taken on the 1st Floor close to column A16. Note cracking/spalling Chip away at crack to expose concrete/column. concrete. Repair/replace damaged concrete and C reinforcing steel. 109 2 Habitat for Humanity Big Pine Key EXHIBIT 1 Packet Pg. 696 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Habitat For Humanity Inspectio C.31.a Photo taken on the 1st Floor looking toward column A14. Note cracking Chip away at crack to expose concrete, in the wall under rack. repair/replace damaged concrete and reinforcing C steel. 110 Photo taken on the 1st Floor near column A70. Note bulge in the wall. Chip bulge and expose concrete, repair concrete and reinforcing steel. C 111 Photo taken at the hoist from the 1st Floor. Note spalled Repair/replace spalled concrete and corroded concrete/corroded reinforcing steel. reinforcing steel. a/c 112 Photo taken at the hoist well from the 1st Floor. Note the vertical Repair corner of hoist well. cracking at the corner of the hoist well. This cracking extends for over 5 C feet and was observed on the outside of the structure as well. 113 Photo taken at the hoist well from the 1st Floor. Note the vertical Repair corner of hoist well. cracking at the corner of the hoist well. This cracking extends for over 5 C feet. 114 Photo taken at the hoist well from the 1st Floor. Note the vertical Repair corner of hoist well. cracking at the corner of the hoist well. This cracking extends for over 5 C feet. 115 Photo taken on the 1st Floor at the hoist well. Note spalled Repair spalled concrete/reinforcing steel. concrete/exposed corroded reinforcing steel. a 116 Photo taken on the 1st Floor looking toward column 7a. Note severe Repair/Replace severely damaged concrete spalling and corroded reinforcing steel at column 7a. concrete/reinforcing steel. D 117 Photo taken on the 1st Floor looking toward column 7a. Note severe Repair/Replace severely damaged concrete spalling and corroded reinforcing steel at column 7a. concrete/reinforcing steel. D lla Photo taken on the 1st Floor looking toward column 7a. Note severe Repair/Replace severely damaged concrete spalling and corroded reinforcing steel at column 7a. concrete/reinforcing steel. D 119 Photo taken on the lst Floor looking toward column 8a/aa. Note severe Repair/Replace severely damaged concrete spalling and corroded reinforcing steel at column 8a/aa. concrete/reinforcing steel. D 120 2 Habitat for Humanity Big Pine Key EXHIBIT 1 Packet Pg. 697 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Habitat For Humanity Inspectio C.31.a Photo taken on the 1st Floor looking toward column 7a. Note severe Repair/Replace severely damaged concrete spalling and corroded reinforcing steel at column 7a. concrete/reinforcing steel. D 121 Photo taken on the lst Floor looking toward column 8a/aa. Note severe Repair/Replace severely damaged concrete spalling and corroded reinforcing steel at column 8a/aa. concrete/reinforcing steel. D 122 Photo taken on the 1st Floor looking toward column A3. Note severe Replace column A3. concrete spalling and corroded reinforcing steel at column A3. C 123 Photo taken on the 1st Floor looking toward column 81. Note severe Replace column 81. concrete spalling and corroded reinforcing steel. C 124 Photo taken on the 1st Floor looking toward column 81. Note severe Replace column 81. concrete spalling and corroded reinforcing steel. C 125 Photo taken under the building at column 81. Note severe concrete Replace tie beams between columns 81 and Cl spalling and reinforcing steel corrosion between columns Ri and Cl as as well as columns Ri and 82. Repair column 81. C/D well as Ri and 82. 126 Photo taken under the building at column 81. Note severe concrete Replace tie beams between columns Ri and 82. spalling and reinforcing steel corrosion between columns Ri and 82. Repair column 81. C/D 127 Photo taken under the building at column 82. Note severe concrete Replace tie beams between columns Ri and 82 spalling and reinforcing steel corrosion between columns Ri and 82 as as well as 82 and 83. Repair columns 81, 82, and C/D well as 82 and 83. 83. 129 Photo taken under the building showing column 83. Note severe Replace tie beams between columns 82 and 83 concrete spalling and reinforcing steel deterioration between columns 82 as well as 83 and 84. Repair columns 82, 83, and C/D and 83 as well as 83 and 84. 84. 129 Photo taken under the building showing column Cl. Note severe concrete Replace tie -beams between columns Cl and C2 spalling and reinforcing steel deterioration between columns Cl and C2 as as well as Cl and 81. Repair columns Cl, C2, and C/D well as Cl and 81. al. 130 Photo taken under the building showing columns C2 and C3. Note severe Replace tie -beam between column C2 and C3, concrete spalling and reinforcing deterioration between columns C2 and Repair columns C2 and C3, C/D C3. 131 2 Habitat for Humanity Big Pine Key EXHIBIT 1 Packet Pg. 698 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Habitat For Humanity Inspectio C.31.a Photo taken under the building showing column C3. Note severe concrete Replace tie -beams between columns C2 and C3 spalling and corroded reinforcing steel between column C2 and C3 as well as well as C3 and C4. Repair columns C2, C3, and C/D as C3 and C4. C4. 132 Photo taken under the building showing columns C4 and C5. Note severe Replace tie -beams between columns C3 and C4 concrete spalling and corroded reinforcing steel between column C3 and as well as C4 and C5. Repair columns C3, C4, and C/D C4 as well as C4 and C5. C5. 133 Photo taken under the building looking adjacent to column 83. Note Replace tie -beams between columns 83 and 84. severe concrete spalling and corroded reinforcing steel between column Repair columns 83 and 84. C/D 83 and 84. 134 Photo taken under the building looking at column 85. Note severe Replace tie -beam between columns 85 and 86. concrete spalling and corroded reinforcing steel between column 85 and Repair columns 85 and 86. C/D 86. 135 Photo taken under the building looking at columns 86, 87, 89, and 89. Replace tie -beams between columns 86, 87, 89, Note severe concrete spalling and reinforcing steel corrosion. and 89. Repair columns 86, 87, 88, and 89. C/D 136 Photo taken under the building just adjacent to column 85. Note severely Replace tie -beam between column 84 and 85. spalled concrete, as well as corroded reinforcing steel. Repair columns 84 and 85. C/D 137 Photo taken under the building at column C5. Note the severely spalled Replace tie -beams between columns C4 and C5 concrete and deteriorated reinforcing steel. as well as C5 and C6. C/D 138 Photo taken under the building at column C6. Note the severely spalled Replace tie -beams between columns C5 and C6 concrete and deteriorated reinforcing steel. as well as C6 and C7. Repair columns C5, C6, and C/D C7. 139 Photo taken under the building adjacent to column C5. Note severely Replace tie -beam between columns C5 and C6. spalled concrete and corroded reinforcing steel. C/D 140 Photo taken under the building looking toward columns C7 and C8. Note Replace tie -beam between columns C7 and C8. the severely spalled concrete and corroded reinforcing steel between Repair columns C7 and C8. C/D column C7 and C8. 141 Photo taken under the building looking toward column C9. Note the Replace tie -beam between columns C8 and C9. severely spalled concrete and corroded reinforcing steel. C/D 142 2 Habitat for Humanity Big Pine Key EXHIBIT 1 Packet Pg. 699 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Habitat For Humanity Inspectio C.31.a Photo taken under the building looking toward column C9. Note the Replace tie -beam between columns C8 and C9. severely spalled concrete and corroded reinforcing steel. Repair columns C8 and C9. C/D 143 Photo taken under the building looking toward columns 89, 810, and Bii. Replace tie -beam between columns 69 and 810 Note the severely spalled concrete and corroded reinforcing steel as well as 810 and Bii. Repair columns 89, 810, C/D between column 69 and 810 as well as 810 and Bii. and Bii. 144 Photo taken under the building looking toward columns 67 and 88. Note Replace tie -beam between columns 66 and 67 as that the concrete in the photo appears to be on the verge of spalling off a well as 67 and 88. Repair columns 86, 87, and C/D fairly significant section. 68. 145 Photo taken on the underside of the building looking toward column 813. Replace tie -beams between column 812 and 813 Note severely spalled concrete and corroded reinforcing steel on either as well as 813 and 814. Repair column 813. C/D side of column 813. 146 Photo taken on the underside of the building looking toward column 812 Replace tie -beam between column Bii and 812 (left side of photo). Note severely spalled concrete and corroded as well as 812 and 813. Repair column 812. C/D reinforcing steel. 147 Photo taken under the building looking toward columns 814 and 815. Replace tie -beam between columns 814 and 815. Note severely spalled concrete and corroded reinforcing steel in the tie Repair columns 814 and 815. beams between columns. Also note that the precast beams above appear C/D to be in good shape, as well as the cast in place concrete flooring which 149 spans the precast beams. Photo taken under the building between column C12 and C13. Note Replace tie -Beam between columns C12 and C73. severely spalled concrete and corroded reinforcing steel. Repair column C12 and C73. C/D 149 Photo taken under the building between column C12 and C73. Note Replace tie -Beam between columns C12 and C73. severely spalled concrete and corroded reinforcing steel. Repair column C12 and C73. C/D 150 Photo taken under the building between column C14 and C15. Note Replace tie -Beam between columns C14 and C75. severely spalled concrete and corroded reinforcing steel. Repair column C14and C75. C/D 151 Photo taken under the building between column 815 and 816. Note Replace tie -beam between columns 815 and 816. severely spalled concrete and corroded reinforcing steel. Repair column 815 and 816. C/D 152 2 Habitat for Humanity Big Pine Key EXHIBIT 1 Packet Pg. 700 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Habitat For Humanity Inspectio C.31.a Photo taken under the building looking toward column 616. Note the Replace tie -beam between column 615 and 616. severely spalling tie beam concrete and corroded reinforcing steel Repair column 616. between column 615 and 616. The precast beams and cast in place floor C/D above appears to be in good condition. 153 Photo taken under the building looking toward column 617. Note the Replace tie -beam between columns 616 and 617. spalling tie beam concrete and corroded reinforcing steel between Repair columns 616 and 617. C/D column 616 and 617. 154 Photo taken under the building looking toward columns C16 and C17. Replace tie -beam between column C16 and C77. Note severely spalled concrete and corroded reinforcing steel at column Repair columns C16 and C77. C/D C16 and between columns C16 and C77. 155 Photo taken under the building looking toward column C76. Note Repair column C76. severely spalled concrete and corroded reinforcing steel at column C76. C/D 156 Photo taken under the building looking toward column C77. Note Replace tie -beam between column C16 and C77. severely spalled concrete and corroded reinforcing steel adjacent to Repair column C77. C/D column C77. 157 Photo taken under the building looking at the tie beam between column Replace tie -beam between column A15 and A16. A15 and A76. Note the severely spalled concrete and corroded Repair columns A15 and A76. C/D reinforcing steel. 159 Photo taken under the building looking toward columns A16 and A17. Replace tie -beam between column A16 and A77. Note the severely spalled concrete and corroded reinforcing steel. Repair columns A16 and A77. C/D 159 Photo taken under the building looking toward columns A14 and A75. Remove the tree and root system to protect the Note the extensive root system from the tree that is located in the north current and any future building foundation. a/c side ofthe building and is as tall as the building's roofline. 160 Photo taken under the building looking toward column Al2. Note the Replace the tie -beam between columns A71 and severely spalled concrete and corroded reinforcing steel on either side of Al2 as well as Al2 and A13. Repair columns A71, C/D column A72. A72, and A73. 161 Photo taken under the building looking toward column All (between Replace the tie beams between columns A70 and drain lines). Note severely spalled concrete and corroded reinforcing A71 as well as A71 and A72. Repair columns A70, C/D steel on either side of column A71. A71, and A72. 162 Photo taken under the building looking toward column all (just to the Replace tie -beams between columns 610 and right of the two drain lines). Note severely spalled concrete and corroded all as well as all and 612. C/D reinforcing steel on either side of column Bii. 163 2 Habitat for Humanity Big Pine Key EXHIBIT 1 Packet Pg. 701 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Habitat For Humanity Inspectio C.31.a Photo taken under the building looking toward columns 813 and 814. Replace tie -beams between columns 813 and Note severe concrete spalling and corroded reinforcing steel in the tie 814 as well as 812 and 813. C/D beams. Also note that the precast beams above appear to be in good 164 shape. Photo taken under the building looking toward columns A6 and A7. Note Replace tie -beams between columns A6 and A7. severe concrete spalling and corroded reinforcing steel in the tie beams. Repair columns A6 and A7. C/D Also note that the precast beams above appear to be in good shape. 165 Photo taken under the building looking toward columns 85 and 86. Note Replace tie -beams between columns 84 and 85 severe concrete spalling and corroded reinforcing steel in the tie beams. as well as 85 and 86. Repair columns 84, 85, and C/D Also note that the precast beams above appear to be in good shape. 86. 166 Photo taken under the building looking toward columns 85 and 86. Note Replace tie -beams between columns 85 and 86 severe concrete spalling and corroded reinforcing steel in the tie beams. as well as 86 and 87. Repair columns 85, 86, and C/D Also note that the precast beams above appear to be in good shape. 87. 167 Photo taken under the building looking toward columns 86 and 87. Note Replace tie -beam between column 86 and 87. severe concrete spalling and corroded reinforcing steel in the tie beams. Repair column 86 and 87. C/D Also note that the precast beams above appear to be in good shape. 169 Photo taken under the building looking toward columns 88 and 89. Note Replace tie -beam between column 88 and 89 as severe concrete spalling and corroded reinforcing steel in the tie beams. well as 87 and 88. Repair columns 87, 88, and C/D Also note that the precast beams above appear to be in good shape. 89. 169 Photo taken under the building looking toward columns A2 and A3. Note Replace tie -beam between columns A2 and A3. severe concrete spalling and corroded reinforcing steel in the tie beams. Repair columns A2 and A3. C/D Also note that the precast beams above appear to be in good shape. 170 hoto taken under the building looking toward columns A4 and A5. Note Replace tie -beam between columns A4 and A5. severe concrete spalling and corroded reinforcing steel in the tie beams. Repair columns A4 and A5. C/D Also note that the precast beams above appear to be in good shape. 171 Photo taken under the building looking toward column 81. Note the Replace tie -beams between columns 81 and Al severe concrete spalling and corroded reinforcing steel on either side of as well as 81 and 82. Repair columns Al, 81, and C/D column 81. 82. 172 Photo taken under the building looking toward column 82. Note the Replace tie -beam between columns 81 and 82 as severe concrete spalling and corroded reinforcing steel on either side of well as 82 and 83. Repair columns 81, 82, and C/D column 82. 83. 173 2 Habitat for Humanity Big Pine Key EXHIBIT 1 Packet Pg. 702 Reynolds Engineering Services, Inc./Hungate Engineering, P.C. Habitat For Humanity Inspectio C.31.a C/D Photo taken under the building looking toward columns 63 and 84. Note severe concrete spalling and corroded reinforcing steel in the tie beams. Also note that the precast beams above appear to be in good shape. Replace tie -beam between columns 63 and 94 as well as 94 and 85. Repair columns 83, 94, and 85. POTENTIAL RISK: C/D 174 C/D Photo taken under the building looking toward column 81. Note the severely spalled concrete tie beams and reinforcing steel on either side of column 81. Replace tie -beams between columns Al and 81 as well as 81 and 82. Repair columns Al, 81, and 82. 175 C/D Photo taken under the building looking toward column Al. Note the severely spalled concrete and corroded reinforcing steel on either side of column Al. Replace tie -beams between columns Al and A2 as well as Al and 81. Repair columns Al, A2, and al. 176 ASSESSMENT SCALE Scale Rating Suggested Time Periodfor Action Potential Risk A < 24 Months Likelihood of failure remote. However, without necessary actions taken conditions will deteriorate. B < 18 Months Likelihood of failure moderate. C < 12 Months Likelihood of failure high. D < 6 Months Likelihood of failure extreme. P Immediate Imminent failure pending. 2 Habitat for Humanity Big Pine Key EXHIBIT 1 Packet Pg. 703 Monroe County Board of County Commission September 21, 2016 Murray Nelson Government Center Agenda item C-31 Mayor Pro Tem Neugent and Commissioners, I am Deb Curlee Vice President of Last Stand and speaking today on behalf of Last Stand. Last stand's mission encompasses quality of life issues that affect residents of the keys, and the nonprofit Habitat for Humanity has provided many public benefits by partnering with residents in a program that allows applicants to purchase an affordable home that otherwise would be beyond their financial reach. These are residents who want to live and work here and make a commitment to putting down roots in our community. With the ongoing pressures for affordable housing this is a program we cannot lose. The county purchased the building as a staging area for hurricane help and served as a huge public benefit after the hurricanes Georges and Wilma. There were issues with the building from the beginning and that begs the question as to why the county would not maintain their property on an ongoing basis to avoid the current situation. This building provides reasonably priced good quality used furniture, clothing, appliances, and recycled building materials to the community. Most importantly, it provides an ongoing revenue stream that supports the much needed programs provided by Habitat for Humanity. Last Stand requests that this item for notice of the lease termination be postponed to give the Habitat for Humanity board time to raise the money needed for building repairs. Thank you, Deb Curlee