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Home My WebLink About6th Change Order 04/15/2026 GVS COURTq° o: A Kevin Madok, CPA - �o ........ � Clerk of the Circuit Court& Comptroller Monroe County, Florida �z cooN DATE: April 17, 2026 TO: Suzie Rubio Facilities Development Manager William DeSantis, Director Facilities Maintenance FROM: Brynn Morey, Deputy Clerk SUBJECT: April 15, 2026 BOCC Meeting The following item has been executed and added to the record: C22 Approval of Change Order#6 to the Agreement with Sea Tech of the Florida Keys, Incorporated for the Gato Building Spalling Repairs project in the amount of$251,508.19 for additional spalling repairs for the remaining areas of the first floor not covered in Change Orders #3 and #4, the exterior of the building, most areas of the second floor, and roof sections of the building. This Change Order also extends the substantial completion date by 90 days. This project is funded by the Infrastructure Sales Tax (Fund 304). Should you have any questions please feel free to contact me at(305) 292-3550. cc: County Attorney Finance File KEY WEST MARATHON PLANTATION KEY 500 Whitehead Street 3117 Overseas Highway 88770 Overseas Highway Key West, Florida 33040 Marathon, Florida 33050 Plantation Key, Florida 33070 Change Order Attachment per Ordinance No. 005-2023 • Change Order was not included in the original contract specifications. Yes ® No ❑ If Yes, explanation: This change order reflects additional spalling repairs not covered on the architectural drawings for the remaining areas of the first floor not covered in Change Orders #3 and#4, the exterior of the building, most areas of the second floor, and roof sections of the building. • Change Order was included in the original specifications. Yes ❑ No If Yes, explanation of increase in price: • Change Order exceeds $100,000 or 5% of contract price (whichever is greater). Yes ® No ❑ If Yes, explanation as to why it is not subject for a calling for bids: Determining the amount of spalling is very difficult without performing demolition of the walls. Since this is an active office building, performing demolition to get exact spalling figures for architectural drawings prior to going out for bid was not feasible. During construction, the Contractor encountered many areas requiring additional spalling repairs beyond those covered in the architectural drawings. The Contractor is already onsite performing the work, so seeking additional bids would not be cost effective or appropriate. • Project architect approves the change order. Yes ® No ❑ If no, explanation of why: • Change Order is correcting an error or omission in design document. Yes ❑No Should a claim under the applicable professional liability policy be made? Yes ❑ No Explain: CHANGE ORDER SPREADSHEET Charge Order 6 PC # 6 GATO BUILDING SPALLING REPAIRS O : Date Submitted: 2/25/2026 BASIS OF ESTIMATE: 1 No overhead on Builder's Risk Insurance Overhead by def ninon oncimies insurance expense,(Sec 00750,72.4) 6 2 1fSub perrform%Work;GC Can only charge 5%for Management(W 00750,7 2,4#2) 7 Sec 00750 7.4.2.4"use of small took is incl.ded in overhead 3 Ifwork'is self-performed,only S%overhead and 5%Prof t allowed(Sec 00750,7,2.4#2) 4 When both ncreases/decreases;markups shall be calculated using net total.(Sec 00750,7.2.4) 5 Direct Carts are considered overhead and are not entitled to percentage markups(Sec.00750,7.2.4) ADDITIONAL WORK CALCULATED MARKUPS CONTRACTOR EXPENSES/DIRER COSTS ITEM DESCRIPTION UOM CITY UNITPRICE SUBTOTA(S) j5%OVERHEAD' S%PROFIT" 5%MANAGEMENT"' TOTALS $0.00 $0.00 Subtael $0.00 $0A0 $000 $0.00 >. $0.00 CONTRACTORINSURANCE ITEM DESCRIPTION UOM CITY UNITPRICE SUBTOTAL(S) N/A ; N/A N/A TOTALS $0.00 $0.00 Subtaal $0.001 $0.00 CONTRACTOR DIRECT WORK ITEM DESCRIPTION LABOR HOURS RATE SUBTOTAL(S) IWW, 5%OVERHEAD' 5%PROFIT" TOTALS Iabor(16 hr per phase) hrs 672 $55.00 $36,960.00 $1,848.00 $1,848.00 $40,656.00 UOM CITY UNITPRICE SUBTOTAL(S) A-Con crete W.ll Spalling-Exterior cf 125.325 $815.00 $102,139.88 $5,106.99 $5,106.99 $112,353.86 B-Linear Cmckin Wall cf 5.188 $815.00 $4,228.22 $211.41 $211.41 $4,651.04 D-Rus[Stain cf 11.776 $815.00 $9,597.44 $479.87 $479.87 $10,557.18 E-Concrete Beam Repair cf 52.529 $815.00 $42,811.14 $2,140.56 $2,140.56 $47,092.25 F-Co ncrete Column Repairs cf -5.608 $815.00 -$4,570.52 -$228.53 -$228.53 -$5,027.57 H-Crack in Concrete Wall Repairs If0.33 $815.00 $268.95 $13.45 $13.45 $295.85 1-I nterior Concrete Wall SPA cl 24.12 $815.00 $19,657.80 $982.89 $982.89 $21,623.58 K-Linear Concrete Cracking Interior Windows If 0.6223 $815.00 $507.17 $25.36 $25.36 $557.89 L-Concrete Slab Spalling If 14.07 $815.00 $11,467.05 $573.35 $573.35 $12,613.76 Subtotal $223,067.12 `. $0A0 $11,153,36 $11,153,36 i $245,373.84 SUBCONTRACTED WORK ITEM DESCRIPTION UOM CITY UNITPRICE SUBTOTAL(S) j 5%MANAGEMENT"' TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Suaotal $0.00 $0,00 $0,00 $0.00 CONTRACTORS BONG CHANGE ORDER SUBTOTAL ITEM DESCRIPTION TOTALS P&P Bond @ 2.5% $6,134.35 Suaotal $6,134.35 Subtotal $0.00 Overhead at 5% $11,153.36 Profit at 5% $11,153.36 Management at 5% $0.00 CHANGE ORDER GRAND TOTAL $251,508.19 sVv,:,,d,"T 4allt ii��o'11111%40 inic. , OF THE FLORIDA KEYS DESIGN BUILD CONTRACTORS February 25, 2026 Monroe County Public Works Attn: Matthew Howard 1100 Simonton St Key West,FL 33040 Re: Gato Building Subject: RFC 06-Additional Repair Quantities We hereby propose to furnish equipment, labor and materials to complete additional concrete repairs as follows: 2nd Floor&Exterior Additional Repair Quantities-September 2025-February 2026 CONTRACTOR EXPENSES/DIRECT COSTS UNIT 5% ITEM DESCRIPTION UOM QTY PRICE SUBTOTAL(S) 5%O/H 5%P MGMT TOTALS Sea A-Concrete Wall Tech Spatting-Exterior cf 125.325 $815.00 $102,139.88 $5,106.99 $5,106.99 $112,353.86 Sea Tech B-Linear Crack in Wall cf 5.188 $815.00 $4,228.22 $211.41 $211.41 $4,651.04 Sea Tech D-Rust Stain cf 11.776 $815.00 $9,597.44 $479.87 $479.87 $10,557.18 Sea E-Concrete Beam Tech Repair cf 52.529 $815.00 $42,811.14 $2,140.56 $2,140.56 $47,092.25 Sea F-Concrete Column Tech Repairs cf -5.608 $815.00 -$4,570.52 -$228.53 -$228.53 -$5,027.57 Sea H-Crack in Concrete Tech Wall Repairs if 0.33 $815.00 $268.95 $13.45 $13.45 $295.85 Sea J-Interior Concrete Wall Tech Spa[[ cf 24.12 $815.00 $19,657.80 $982.89 $982.89 $21,623.58 K-Linear Concrete Sea Cracking around Tech Interior of Window if 0.6223 $815.00 $507.17 $25.36 $25.36 $557.89 Sea L-Concrete Stab Tech Spatting if 14.07 $815.00 $11,467.05 $573.35 $573.35 $12,613.76 Sea Tech P-Linear Crack in Wall if 0 $815.00 $0.00 $0.00 $0.00 $0.00 Add labor to install Plastic Containment at6workers @ Sea 16 hrs per phase(7 phases Tech to date) hrs 672 $55.00 $36,960.00 $1,848.00 $1,848.00 $40,656.00 $0.00 $0.00 Subtotal $223,067.12 $11,153.36 $11,153.36 $2459373.84 SUBCONTRACTOR WORK UNIT 5% ITEM DESCRIPTION UOM QTY PRICE SUBTOTAL(S) 5%O/H 5%P MGMT TOTALS ea 0 $0.00 $0.00 $0.00 $0.00 Page 1 of 29 ITEM DESCRIPTION TOTALS P&P Bond @ 2.5% $6,134.35 Subtotal $6,134.35 Overhead at 5% $11,153.36 Profit at 5% $11,153.36 Management at 5% $0.00 Taxes $0.00 CHANGE ORDER GRAND TOTAL $2519508.19 This Change Order will increase the project duration by 90 calendar days. All material is guaranteed to be as specified and the above work to be performed in accordance with the manufacturer's specifications and completed in a substantial workmanlike manner for the sum of: Two Hundred Fifty-One Thousand,Five Hundred Eight. 19/100----Dollars $251,508.19 Payment in full upon completion. Excludes Permit/Engineering Fees. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents,or delays beyond our control. Owner to carry fire,tornado and other necessary insurance upon above work. Workers Compensation and General Liability insurance on above work will be taken out by SEA TECH,INC. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the specified work. Payment will be made as outlined above. Signature Date Page 2 of 29 Historic Gato Spalli ng Repairs-Running Totals as 25FEB2026 Total Bid Quantity Total Bid Quantity ActualQuantity Additional Additional Repair Type Completed Completed unitcost Bid Coststodate Quantity Costs Total Costs A-Concrete Wall Spatting -Exterior 508 505 676.406 $723.08 $365,155.40 171.406$815.00$139,695.89 $504,851.29 B-Linear Crack in Concrete Wall 498 498 498 $42.79 $21,309.42 5.188$815.00 $4,228.22 $25,537.64 C-Raveled/Honeycomb Concrete Wall $0.00 $0.00 0 $0.00 $0.00 $0.00 D-Rust Stain in Wall 276 276 473 $65.50 $18,078.00 12.198$815.00 $9,941.37 $28,019.37 E-Concrete Beam Repair 144 143 265.853 $825.55 $118,053.65 122.853$815.00$100,125.20 $218,178.85 F-Concrete Column Repairs 95 95 136.303 $808.12 $76,771.40 41.303$815.00 $33,661.95 $110,433.35 G-Crack Monitor 16 13 13 $742.72 $9,655.36 0 $0.00 $0.00 $9,655.36 H-Crack in Concrete Wall Repairs 131 113 113.625 $31.71 $3,583.23 0.625$815.00 $509.38 $4,092.61 J-Interior Concrete Wall Spall 15 14 58.872$1,029.50 $14,413.00 44.872$815.00 $36,570.68 $50,983.68 K-Linear Concrete Cracking around Interior of Window (Cubic Feet) 476 428 430.498 $39.99 $17,115.72 5.716$815.00 $4,658.54 $21,774.26 L-Concrete Stab Spall 110 103 135.942 $911.17 $93,850.51 32.942$815.00 $26,847.73 $120,698.24 M-Deteriorated Steel Door Frame 2 0 0 $0.00 $0.00 0 $0.00 $0.00 $0.00 N-Deterioirated Steel Frame 1 0 0 $0.00 $0.00 0 $0.00 $0.00 $0.00 P-Linear Crack in Wall 231 231 231 $44.13 $10,194.03 0$815.00 $0.00 $10,194.03 Totals Costs $748,179.72 0.00 437.10 $0.00$1,104,418.67 RFC 03-Additional Quantities $356,238.95 RFC 04-Additional Quantities -$84,379.97 RFC 06-Additional Quantities -$85,751.86 $186,107.12 Total Total Cubic Linear Area section Repair Type L W D Feet Feet Bags Bid Qty Add Qty Courtyard Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 Courtyard Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 Courtyard Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 Courtyard Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 Courtyard Exterior A-Concrete Wall Spatting 1.833 1 0.417 0.764 1.5 0.764 Courtyard Exterior A-Concrete Wall Spatting 1.083 1 0.333 0.361 1 0.361 Courtyard Exterior A-Concrete Wall Spatting 0.667 0.583 0.25 0.097 0.5 0.097 Courtyard Exterior A-Concrete Wall Spatting 2.5 1.833 0.417 1.911 4.5 1.911 Courtyard Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 Courtyard Exterior A-Concrete Wall Spatting 4 0.833 0.333 1.110 2.5 1.110 Courtyard Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 Courtyard Exterior A-Concrete Wall Spatting 5.667 0.75 0.417 1.772 4 1.772 Courtyard Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 Courtyard Exterior A-Concrete Wall Spatting 0.667 1.083 0.25 0.181 0.5 0.181 Courtyard Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 Courtyard Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 Courtyard Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 Courtyard Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 Courtyard Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 Courtyard Exterior A-Concrete Wall Spatting 2 0.5 0.25 0.250 0.5 0.250 Courtyard Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 Courtyard Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 Courtyard Exterior A-Concrete Wall Spalling 1.833 1 0.417 0.764 2 0.764 Courtyard Exterior A-Concrete Wall Spalling 1.000 2.5 1.000 Courtyard Exterior A-Concrete Wall Spalling 1.000 2.5 1.000 Courtyard Exterior A-Concrete Wall Spalling 1.000 2.5 1.000 Courtyard Exterior A-Concrete Wall Spalling 1.000 2.5 1.000 Courtyard Exterior A-Concrete Wall Spalling 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 6.000 14 6.000 East Side Exterior A-Concrete Wall Spatting 3.75 1.667 0.5 3.126 7 3.126 East Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 East Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 East Side Exterior A-Concrete Wall Spatting 3.167 1.25 0.417 1.651 4 1.651 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 East Side Exterior A-Concrete Wall Spatting 3 1.25 0.5 1.875 4.5 1.875 East Side Exterior A-Concrete Wall Spatting 8.000 18.5 8.000 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 8.000 18.5 8.000 East Side Exterior A-Concrete Wall Spatting 5.5 0.5 0.333 0.916 2.5 0.916 East Side Exterior A-Concrete Wall Spatting 3.000 7 3.000 East Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 East Side Exterior A-Concrete Wall Spatting 5.167 1.333 0.5 3.444 8 3.444 East Side Exterior A-Concrete Wall Spatting 7.167 1.333 0.5 4.777 11.5 4.777 East Side Exterior A-Concrete Wall Spatting 8.000 18.5 8.000 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 8.000 18.5 8.000 East Side Exterior A-Concrete Wall Spatting 6.000 14 6.000 East Side Exterior A-Concrete Wall Spatting 4.833 1 0.5 2.417 5.5 2.417 East Side Exterior A-Concrete Wall Spatting 2.833 2.333 0.333 2.201 5 2.201 East Side Exterior A-Concrete Wall Spatting 3.167 1.417 0.25 1.122 2.5 1.122 East Side Exterior A-Concrete Wall Spatting 2.333 2.083 0.333 1.618 4 1.618 East Side Exterior A-Concrete Wall Spatting 4.667 0.667 0.5 1.556 3.5 1.556 East Side Exterior A-Concrete Wall Spatting 4.333 1.333 0.417 2.409 5.5 2.409 East Side Exterior A-Concrete Wall Spatting 8.167 1.5 0.5 6.125 14.5 6.125 East Side Exterior A-Concrete Wall Spatting 4 2.5 0.417 4.170 9.5 4.170 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 East Side Exterior A-Concrete Wall Spatting 2.5 1.667 0.333 1.388 3 1.388 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 3.25 0.833 0.417 1.129 2.5 1.129 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 4 1 0.417 1.668 4 1.668 East Side Exterior A-Concrete Wall Spatting 4.833 1.417 0.417 2.856 6.5 2.856 East Side Exterior A-Concrete Wall Spatting 4 0.333 0.333 0.444 1 0.444 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 3.000 7 3.000 East Side Exterior A-Concrete Wall Spatting 4.167 1.333 0.5 2.777 6.5 2.777 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 East Side Exterior A-Concrete Wall Spatting 4 2.583 0.333 3.441 8 3.441 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 3.000 7 3.000 East Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 East Side Exterior A-Concrete Wall Spatting 5.917 1.333 0.333 2.626 6 2.626 East Side Exterior A-Concrete Wall Spatting 5.25 0.833 0.5 2.187 5 2.187 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 3.25 1 0.5 1.625 4 1.625 East Side Exterior A-Concrete Wall Spatting 5.667 1.25 0.5 3.542 8.5 3.542 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 5.167 2 0.5 5.167 12 5.167 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 4.25 1.5 0.5 3.188 7.5 3.188 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 2.083 1.833 0.5 1.909 4.5 1.909 East Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 East Side Exterior A-Concrete Wall Spatting 2.167 1.083 0.333 0.782 2 0.782 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 3 1 0.417 1.251 3 1.251 North Side Exterior A-Concrete Wall Spatting 6.000 14 6.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 5.000 11.5 5.000 North Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 1.667 0.833 0.417 0.579 1.5 0.579 North Side Exterior A-Concrete Wall Spatting 6.000 14 6.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 5.000 11.5 5.000 North Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 North Side Exterior A-Concrete Wall Spatting 4.833 1.5 0.5 3.625 8.5 3.625 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 4.000 9.5 4.000 North Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 2 1.833 0.417 1.529 3.5 1.529 North Side Exterior A-Concrete Wall Spatting 3.000 7 3.000 North Side Exterior A-Concrete Wall Spatting 3.000 7 3.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 0.833 0.833 0.333 0.231 0.5 0.231 North Side Exterior A-Concrete Wall Spatting 1.333 0.833 0.333 0.370 1 0.370 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 2.25 0.583 0.25 0.328 1 0.328 North Side Exterior A-Concrete Wall Spatting 0.5 0.417 0.25 0.052 0.5 0.052 North Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 North Side Exterior A-Concrete Wall Spatting 5.000 11.5 5.000 North Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 North Side Exterior A-Concrete Wall Spatting 3.333 0.917 0.583 1.782 4 1.782 North Side Exterior A-Concrete Wall Spatting 4.417 1.667 0.5 3.682 8.5 3.682 North Side Exterior A-Concrete Wall Spatting 6.000 14 6.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 North Side Exterior A-Concrete Wall Spatting 5.000 11.5 5.000 North Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 6.000 14 6.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 4.000 9.5 4.000 North Side Exterior A-Concrete Wall Spatting 5.000 11.5 5.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 North Side Exterior A-Concrete Wall Spatting 1.167 0.417 0.25 0.122 0.5 0.122 North Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 Roof-Elevator Room Exterior A-Concrete Wall Spalling 1 1.000 2.5 1.000 Roof-Elevator Room Exterior A-Concrete Wall Spalling 3.167 0.333 0.25 0.264 1 0.264 Roof-Elevator Room Exterior A-Concrete Wall Spalling 3.583 0.333 0.25 0.298 1 0.298 Roof-Storage Room Exterior A-Concrete Wall Spalling 1 1.000 2.5 1.000 Roof-Storage Room Exterior A-Concrete Wall Spalling 1 1.000 2.5 1.000 Roof-Storage Room Exterior A-Concrete Wall Spalling 1.333 0.333 0.333 0.148 0.5 0.148 Roof-Storage Room Exterior A-Concrete Wall Spalling 1.5 0.333 0.333 0.166 0.5 0.166 South Side Exterior A-Concrete Wall Spatting 6.000 14 6.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 South Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 South Side Exterior A-Concrete Wall Spatting 1.667 1 0.333 0.555 1.5 0.555 South Side Exterior A-Concrete Wall Spatting 4.000 9.5 4.000 South Side Exterior A-Concrete Wall Spatting 5.000 11.5 5.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 8.000 18.5 8.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 3.000 7 3.000 South Side Exterior A-Concrete Wall Spatting 3.000 7 3.000 South Side Exterior A-Concrete Wall Spatting 5.000 11.5 5.000 South Side Exterior A-Concrete Wall Spatting 1.75 1.167 0.333 0.680 1.5 0.680 South Side Exterior A-Concrete Wall Spatting 5.000 11.5 5.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 8.000 18.5 8.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 3.000 7 3.000 South Side Exterior A-Concrete Wall Spatting 4.000 9.5 4.000 South Side Exterior A-Concrete Wall Spatting 6.000 14 6.000 South Side Exterior A-Concrete Wall Spatting 3.000 7 3.000 South Side Exterior A-Concrete Wall Spatting 4.000 9.5 4.000 South Side Exterior A-Concrete Wall Spatting 4.167 1.25 0.333 1.735 4 1.735 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 5.417 1 0.25 1.354 3 1.354 South Side Exterior A-Concrete Wall Spatting 6.000 14 6.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 3.000 7 3.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 1.75 1.667 0.333 0.971 2.5 0.971 South Side Exterior A-Concrete Wall Spatting 3.000 7 3.000 South Side Exterior A-Concrete Wall Spatting 4.000 9.5 4.000 South Side Exterior A-Concrete Wall Spatting 6.000 24 6.000 South Side Exterior A-Concrete Wall Spatting 3.000 7 3.000 South Side Exterior A-Concrete Wall Spatting 4.000 9.5 4.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 South Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 South Side Exterior A-Concrete Wall Spatting 3.75 1.833 0.5 3.437 8 3.437 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 6.000 14 6.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 4.083 1.167 0.333 1.587 3.5 1.587 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 3.917 0.583 0.333 0.760 2 0.760 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 6.000 14 6.000 South Side Exterior A-Concrete Wall Spatting 1.583 1.5 0.333 0.791 2 0.791 South Side Exterior A-Concrete Wall Spatting 2.917 0.333 0.333 0.323 1 0.323 South Side Exterior A-Concrete Wall Spatting 6.000 14 6.000 South Side Exterior A-Concrete Wall Spatting 4 0.917 0.333 1.221 3 1.221 South Side Exterior A-Concrete Wall Spatting 3.583 2 0.333 2.386 5.5 2.386 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 3.000 7 3.000 South Side Exterior A-Concrete Wall Spatting 14.000 32.5 14.000 South Side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 South Side Exterior A-Concrete Wall Spatting 2.333 1.333 0.333 1.036 2.5 1.036 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 3.000 7 3.000 South Side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 South Side Exterior A-Concrete Wall Spatting 6 0.75 0.5 2.250 5.5 2.250 West side Exterior A-Concrete Wall Spatting 3.000 7 3.000 West side Exterior A-Concrete Wall Spatting 5.000 11.5 5.000 West side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 West side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 West side Exterior A-Concrete Wall Spatting 14.333 0.5 0.417 2.988 7 2.988 West side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 West side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 West side Exterior A-Concrete Wall Spatting 5.333 0.333 0.333 0.591 1.5 0.591 West side Exterior A-Concrete Wall Spatting 1 0.833 0.417 0.347 1 0.347 West side Exterior A-Concrete Wall Spatting 5.917 1.417 0.667 5.592 13 5.592 West side Exterior A-Concrete Wall Spatting 3.000 7 3.000 West side Exterior A-Concrete Wall Spatting 3.000 7 3.000 West side Exterior A-Concrete Wall Spatting 4.000 9.5 4.000 West side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 West side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 West side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 West side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 West side Exterior A-Concrete Wall Spatting 3.833 3 0.417 4.795 11.5 4.795 West side Exterior A-Concrete Wall Spatting 0.667 0.75 0.25 0.125 0.5 0.125 West side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 West side Exterior A-Concrete Wall Spatting 1.5 1.167 0.417 0.730 1.5 0.730 West side Exterior A-Concrete Wall Spatting 1.583 2.667 0.5 2.111 5 2.111 West side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 West side Exterior A-Concrete Wall Spatting 15.000 35 15.000 West side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 West side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 West side Exterior A-Concrete Wall Spatting 2.5 1.333 0.333 1.110 2.5 1.110 West side Exterior A-Concrete Wall Spatting 1.417 0.833 0.333 0.393 1 0.393 West side Exterior A-Concrete Wall Spatting 2.833 1.75 0.333 1.651 4 1.651 West side Exterior A-Concrete Wall Spatting 3 0.75 0.333 0.749 2 0.749 West side Exterior A-Concrete Wall Spatting 1 1 0.333 0.333 1 0.333 West side Exterior A-Concrete Wall Spatting 6.000 14 6.000 West side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 West side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 West side Exterior A-Concrete Wall Spatting 2.333 2.667 0.417 2.595 6 2.595 West side Exterior A-Concrete Wall Spatting 3.583 1.833 0.417 2.739 6.5 2.739 West side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 West side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 West side Exterior A-Concrete Wall Spatting 2.167 1.083 0.333 0.782 2 0.782 West side Exterior A-Concrete Wall Spatting 1.167 1.083 0.333 0.421 1 0.421 West side Exterior A-Concrete Wall Spatting 6.5 1 0.5 3.250 7.5 3.250 West side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 West side Exterior A-Concrete Wall Spatting 3.000 7 3.000 West side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 West side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 West side Exterior A-Concrete Wall Spatting 8.75 1 0.833 7.289 17 7.289 West side Exterior A-Concrete Wall Spatting 3.333 0.667 0.333 0.740 2 0.740 West side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 West side Exterior A-Concrete Wall Spatting 3.000 7 3.000 West side Exterior A-Concrete Wall Spatting 2 0.333 0.25 0.167 0.5 0.167 West side Exterior A-Concrete Wall Spatting 2.917 0.333 0.333 0.323 1 0.323 West side Exterior A-Concrete Wall Spatting 2.833 0.667 0.5 0.945 2.5 0.945 West side Exterior A-Concrete Wall Spatting 3.000 7 3.000 West side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 West side Exterior A-Concrete Wall Spatting 1.000 2.5 1.000 West side Exterior A-Concrete Wall Spatting 3.000 7 3.000 West side Exterior A-Concrete Wall Spatting 3.25 1.75 0.333 1.894 4.5 1.894 West side Exterior A-Concrete Wall Spatting 2.25 1.167 0.25 0.656 1.5 0.656 West side Exterior A-Concrete Wall Spatting 2.000 4.5 2.000 West side Exterior A-Concrete Wall Spatting 2.417 1.25 0.333 1.006 2.5 1.006 West side Exterior A-Concrete Wall Spatting 2.667 2.25 0.333 1.998 4.5 1.998 West side Exterior A-Concrete Wall Spatting 2.417 1.25 0.333 1.006 2.5 1.006 West side Exterior A-Concrete Wall Spatting 4.833 0.833 0.333 1.341 3 1.341 West side Exterior A-Concrete Wall Spatting 2.417 1.167 0.25 0.705 1.5 0.705 West side Exterior A-Concrete Wall Spatting 2.333 0.667 0.333 0.518 1.5 0.518 West side Exterior A-Concrete Wall Spatting 3.167 2.167 0.333 2.285 5.5 2.285 West side Exterior A-Concrete Wall Spatting 1.667 1.167 0.333 0.648 1.5 0.648 West side Exterior A-Concrete Wall Spatting 2.417 0.75 0.333 0.604 1.5 0.604 West Side Exterior A-Concrete Wall Spalling 3.000 7 3.000 West Side Exterior A-Concrete Wall Spalling 1.000 2.5 1.000 West Side Exterior A-Concrete Wall Spalling 1.000 2.5 1.000 West Side Exterior A-Concrete Wall Spalling 1.000 2.5 1.000 West Side Exterior A-Concrete Wall Spalling 3.583 0.417 0.333 0.498 1 0.498 West Side Exterior A-Concrete Wall Spalling 3.25 0.667 0.417 0.904 2 0.904 West Side Exterior A-Concrete Wall Spalling 1.000 2.5 1.000 West Side Exterior A-Concrete Wall Spalling 1.000 2.5 1.000 West Side Exterior A-Concrete Wall Spalling 2.000 4.5 2.000 West Side Exterior A-Concrete Wall Spalling 2.167 1 0.333 0.722 1.5 0.722 Totals A-Concrete Wall Spalling 508.000 168.406 Courtyard Exterior B-Linear Crack in Wall 2 2 Courtyard Exterior B-Linear Crack in Wall 3 3 Courtyard Exterior B-Linear Crack in Wall 3 3 Courtyard Exterior B-Linear Crack in Wall 3 3 Courtyard Exterior B-Linear Crack in Wall 4 4 East Side Exterior B-Linear Crack in Wall 12 12 East Side Exterior B-Linear Crack in Wall 14 14 East Side Exterior B-Linear Crack in Wall 9 9 East Side Exterior B-Linear Crack in Wall 9 9 East Side Exterior B-Linear Crack in Wall 6 6 East Side Exterior B-Linear Crack in Wall 4 4 East Side Exterior B-Linear Crack in Wall 9 9 East Side Exterior B-Linear Crack in Wall 6 6 East Side Exterior B-Linear Crack in Wall 12 12 East Side Exterior B-Linear Crack in Wall 14 14 East Side Exterior B-Linear Crack in Wall 9 9 East Side Exterior B-Linear Crack in Wall 9 9 North Side Exterior B-Linear Crack in Wall 6 6 North Side Exterior B-Linear Crack in Wall 12 12 North Side Exterior B-Linear Crack in Wall 4 4 North Side Exterior B-Linear Crack in Wall 4 4 North Side Exterior B-Linear Crack in Wall 3 3 North Side Exterior B-Linear Crack in Wall 4 4 North Side Exterior B-Linear Crack in Wall 3 3 North Side Exterior B-Linear Crack in Wall 6 6 North Side Exterior B-Linear Crack in Wall 12 12 North Side Exterior B-Linear Crack in Wall 4 4 North Side Exterior B-Linear Crack in Wall 4 4 North Side Exterior B-Linear Crack in Wall 3 3 North Side Exterior B-Linear Crack in Wall 3 3 North Side Exterior B-Linear Crack in Wall 8 8 North Side Exterior B-Linear Crack in Wall 4 4 North side Exterior B-Linear Crack in Wall 4 4 North Side Exterior B-Linear Crack in Wall 12 12 North Side Exterior B-Linear Crack in Wall 8 8 North Side Exterior B-Linear Crack in Wall 8 8 North Side Exterior B-Linear Crack in Wall 6 6 North Side Exterior B-Linear Crack in Wall 8 8 Roof-Elevator Room Exterior B-Linear Crack in Wall 12 12 12 Roof-Elevator Room Exterior B-Linear Crack in Wall 7 7 7 Roof-Elevator Room Exterior B-Linear Crack in Wall 9 9 9 Roof-Elevator Room Exterior B-Linear Crack in Wall 9 9 9 Roof-Elevator Room Exterior B-Linear Crack in Wall 12 12 12 Roof-Elevator Room Exterior B-Linear Crack in Wall 12 12 12 Roof-Storage Room Exterior B-Linear Crack in Wall 12 12 12 Roof-Storage Room Exterior B-Linear Crack in Wall 2 2 2 Roof-Storage Room Exterior B-Linear Crack in Wall 5 5 5 Roof-Storage Room Exterior B-Linear Crack in Wall 2 2 2 Roof-Storage Room Exterior B-Linear Crack in Wall 12 12 12 South Side Exterior B-Linear Crack in Wall 3 3 3 South Side Exterior B-Linear Crack in Wall 3 3 3 South Side Exterior B-Linear Crack in Wall 12 12 12 South Side Exterior B-Linear Crack in Wall 3 3 3 South Side Exterior B-Linear Crack in Wall 4 4 4 South Side Exterior B-Linear Crack in Wall 3 3 3 South Side Exterior B-Linear Crack in Wall 4 4 4 South Side Exterior B-Linear Crack in Wall 5 5 5 South Side Exterior B-Linear Crack in Wall 3 3 3 South Side Exterior B-Linear Crack in Wall 5 5 5 South Side Exterior B-Linear Crack in Wall 3 3 3 South Side Exterior B-Linear Crack in Wall 3 3 3 South Side Exterior B-Linear Crack in Wall 10 10 10 South Side Exterior B-Linear Crack in Wall 12 12 12 South Side Exterior B-Linear Crack in Wall 4 4 4 South Side Exterior B-Linear Crack in Wall 3 3 3 South Side Exterior B-Linear Crack in Wall 11 11 11 South Side Exterior B-Linear Crack in Wall 1 1 1 South Side Exterior B-Linear Crack in Wall 10 10 10 South Side Exterior B-Linear Crack in Wall 2 2 2 South Side Exterior B-Linear Crack in Wall 1 1 1 South Side Exterior B-Linear Crack in Wall 6 6 6 South Side Exterior B-Linear Crack in Wall 4 4 4 South Side Exterior B-Linear Crack in Wall 7 7 7 South Side Exterior B-Linear Crack in Wall 3 3 3 West side Exterior B-Linear Crack in Wall 5 5 5 West side Exterior B-Linear Crack in Wall 2 2 2 West side Exterior B-Linear Crack in Wall 4 4 4 West side Exterior B-Linear Crack in Wall 1 1 1 West side Exterior B-Linear Crack in Wall 1 1 1 West side Exterior B-Linear Crack in Wall 3 3 3 West side Exterior B-Linear Crack in Wall 1 1 1 West Side Exterior B-LinearCrackinWall 1 1 1 West Side Exterior B-LinearCrackinWall 1 1 1 West Side Exterior B-LinearCrackinWall 4 4 4 West Side Exterior B-LinearCrackinWall 1 1 1 West Side Exterior B-LinearCrackinWall 1 1 1 Totals B-Linear Crack in Wall 498 498.000 0.000 Courtyard Exterior D-Rust Stain 32 32 32 Courtyard Exterior D-Rust Stain 70 70 East Side Exterior D-Rust Stain 49 49 49 East Side Exterior D-Rust Stain 38 38 North Side Exterior D-Rust Stain 35 35 35 North Side Exterior D-Rust Stain 26 26 Roof-Elevator Room Exterior D-Rust Stain 8 8 8.000 Roof-Elevator Room-E Exterior D-Rust Stain 2 2.000 2.000 Roof-Elevator Room Exterior D-Rust Stain 8 8 8.000 Roof-Elevator Room-�Exterior D-Rust Stain 5 5.000 5.000 Roof-Elevator Room Exterior D-Rust Stain 7 7 7.000 Roof-ElevatorRoom-Exterior D-Rust Stain 15 15.000 15.000 Roof-Elevator Room Exterior D-Rust Stain 14 14 14.000 Roof-ElevatorRoom-VExterior D-Rust Stain 3 3.000 3.000 Roof-Storage Room Exterior D-Rust Stain 7 7 7.000 Roof-Storage Room Exterior D-Rust Stain 9 9 9.000 Roof-Storage Room Exterior D-Rust Stain 10 10 10.000 Roof-Storage Room-SExterior D-Rust Stain 4 4.000 4.000 Roof-Storage Room Exterior D-Rust Stain 24 24 24.000 Roof-Storage Room-VA Exterior D-Rust Stain 2 2.000 2.000 South Side Exterior D-Rust Stain 44 44 44 South Side Exterior D-Rust Stain 2 2 West side Exterior D-Rust Stain 39 29 29 West side Exterior D-Rust Stain 30 30 Totals D-Rust Stain 276.000 197.000 1st Floor Al Entry Vestibule 1-101 E-Concrete Beam Repair 3 3.000 7 3.000 1st Floor Al Entry Vestibule 1-101 E-Concrete Beam Repair 3.75 0.8333 0.667 2.084 4.5 2.084 1st floor south Entrance 1-104 E-Concrete Beam Repair 5 5.000 11.5 5.000 1st floor south Entrance 1-104 E-Concrete Beam Repair 1 1.000 2.5 1.000 1st Floor Al Conference 1-107 E-Concrete Beam Repair 1 1.000 2.5 1.000 1st Floor Al Conference 1-107 E-Concrete Beam Repair 4 4.000 9.5 4.000 1st Floor Al Conference 1-107 E-Concrete Beam Repair 2 2.000 4.5 2.000 1st Floor Al Conference 1-107 E-Concrete Beam Repair 16 16.000 37.5 16.000 1st Floor Al Conference 1-107 E-Concrete Beam Repair 4 4.000 9.5 4.000 1st Floor Al Conference 1-107 E-Concrete Beam Repair 5 5.000 11.5 5.000 1st Floor Al Conference Kitchen E-Concrete Beam Repair 5.333 1 0.667 3.557 8.5 3.557 1st Floor Corridor 1-109 E-Concrete Beam Repair 2.000 4.5 2.000 1st Floor Corridor 1-109 E-Concrete Beam Repair 1.000 2.5 1.000 1st Floor Corridor 1-109 E-Concrete Beam Repair 1.000 2.5 1.000 1st Floor Corridor 1-109 E-Concrete Beam Repair 2.000 4.5 2.000 1st Floor Corridor 1-109 E-Concrete Beam Repair 1.000 2.5 1.000 lstfloor A2 FDOH1 1-114 E-Concrete Beam Repair 8.000 18.5 8.000 lstfloor A2 FDOH1 1-114 E-Concrete Beam Repair 1.000 18.5 1.000 lstfloor A3 FDOH1 1-151 E-Concrete Beam Repair 12 12.000 28 12.000 lstfloor A3 FDOH1 1-151 E-Concrete Beam Repair 2.083 1 0.667 1.389 3.5 1.389 lstfloor A3 FDOH1 1-151 E-Concrete Beam Repair 12 12.000 28 12.000 lstfloor A3 FDOH1 1-154 E-Concrete Beam Repair 8 8.000 18.5 8.000 1st Floor A3 FDOH1 1-159 E-Concrete Beam Repair 1 1.000 2.5 1 lstfloor A3 FDOH1 1-160 E-Concrete Beam Repair 1 1.000 2.5 1 lstfloor A4 Healthy Start 1-175 E-Concrete Beam Repair 6 6.000 14 6 lstfloor A4 Healthy Start 1-176 E-Concrete Beam Repair 8 8.000 18.5 8 lstfloor A5 Social Services 1-181 E-Concrete Beam Repair 3.167 0.8333 0.667 1.760 4 1.760 lstfloor Hallway 1-185 E-Concrete Beam Repair 5 5.000 11.5 5 lstfloor Hallway 1-185 E-Concrete Beam Repair 5 5.000 11.5 5 lstfloor A5 Social Services 1-189 E-Concrete Beam Repair 2 0.8333 0.667 1.112 2.5 1.112 lstfloor A5 Social Services 1-202 E-Concrete Beam Repair 3 3.000 7 3 lstfloor A5 Social Services 1-203 E-Concrete Beam Repair 3 3.000 7 3 lstfloor A5 Social Services 1-204 E-Concrete Beam Repair 3.75 0.8333 0.667 2.084 5 2.084 lstfloor Mailroom 1-213 E-Concrete Beam Repair 3.75 1.167 0.667 2.919 7 2.919 lstfloor Mailroom 1-213 E-Concrete Beam Repair 6.25 1 0.667 4.169 9.5 4.169 lstfloor Mailroom 1-213 E-Concrete Beam Repair 7.333 1 0.75 5.500 13 5.500 1st Floor Elevator Elevator E-Concrete Beam Repair 4.333 0.667 0.667 1.928 4.5 1.928 1st Floor Elevator Elevator E-Concrete Beam Repair 3 3.000 7 3 1st Floor Al Conference Elevator E-Concrete Beam Repair 4.333 0.667 0.667 1.928 4.5 1.928 2nd Floor Adm in istrator 2-205 E-Concrete Beam Repair 0.5 0.417 0.25 0.052 0.5 0.052 2nd Floor Adm in istrator 2-205 E-Concrete Beam Repair 0.583 0.667 0.25 0.097 0.5 0.097 2nd Floor Hallway 2-214 E-Concrete Beam Repair 2.000 5 2.000 2nd Floor Hallway 2-214 E-Concrete Beam Repair 2.000 5 2.000 2nd Floor Hallway 2-214 E-Concrete Beam Repair 4 0.5 0.333 0.666 1.5 0.666 2nd Floor Engineering 2-215 E-Concrete Beam Repair 1.75 1.167 1 2.042 5 2.042 2nd Floor Engineering 2-215 E-Concrete Beam Repair 1.083 1.167 1 1.264 3 1.264 2nd Floor Engineering 2-215 E-Concrete Beam Repair 1.833 1.167 1 2.139 5 2.139 2nd Floor Engineering 2-215 E-Concrete Beam Repair 6.583 1.167 1 7.682 18 7.682 2nd Floor Engineering 2-215 E-Concrete Beam Repair 4 1.167 1 4.668 10.5 4.668 2nd Floor Engineering 2-215 E-Concrete Beam Repair 1.667 1.167 1 1.945 4.5 1.945 2nd Floor Engineering 2-215 E-Concrete Beam Repair 1.083 1.167 1 1.264 3 1.264 2nd Floor Engineering 2-216 E-Concrete Beam Repair 9.000 21 9.000 2nd Floor Engineering 2-223 E-Concrete Beam Repair 1.25 1.167 1 1.459 3.5 1.459 2nd Floor Engineering 2-224 E-Concrete Beam Repair 1 1.167 1 1.167 2.5 1.167 2nd Floor Engineering 2-224 E-Concrete Beam Repair 3.167 1.167 1 3.696 8.5 3.696 2nd Floor Fleet/Solid Waste 2-225 E-Concrete Beam Repair 2.000 4.5 2.000 2nd Floor Fleet/Solid Waste 2-225 E-Concrete Beam Repair 1.333 1 0.417 0.556 1.5 0.556 2nd Floor Fleet/Solid Waste 2-225 E-Concrete Beam Repair 1.333 1 0.417 0.556 1.5 0.556 2nd Floor Fleet/Solid Waste 2-225 E-Concrete Beam Repair 0.75 1 0.417 0.313 1 0.313 2nd Floor Fleet/Solid Waste 2-225 E-Concrete Beam Repair 3.333 1 0.417 1.390 3.5 1.390 2nd Floor Engineering 2-226 E-Concrete Beam Repair 2.75 1.167 1 3.209 7.5 3.209 2nd Floor Engineering 2-226 E-Concrete Beam Repair 5.667 1.167 1 6.613 15.5 6.613 2nd Floor Engineering 2-227 E-Concrete Beam Repair 1.167 1.25 1 1.459 3.5 1.459 2nd Floor Engineering 2-228 E-Concrete Beam Repair 1.000 2.5 1.000 2nd Floor Fleet/Solid Waste 2-233 E-Concrete Beam Repair 0.333 0.75 0.417 0.104 0.5 0.104 2nd Floor Fleet/Solid Waste 2-233 E-Concrete Beam Repair 2.25 0.75 0.417 0.704 1.5 0.704 2nd Floor Fleet/Solid Waste 2-233 E-Concrete Beam Repair 4 0.75 0.417 1.251 3 1.251 2nd Floor Fleet/Solid Waste 2-236 E-Concrete Beam Repair 2.333 1.167 1 2.723 6.5 2.723 2nd Floor Fleet/Solid Waste 2-237 E-Concrete Beam Repair 2 1 0.417 0.834 2 0.834 2nd Floor Fleet/Solid Waste 2-237 E-Concrete Beam Repair 0.667 1.167 1 0.778 2 0.778 2nd Floor FDOH 2-241 E-Concrete Beam Repair 3.083 1.083 0.667 2.227 5 2.227 2nd Floor FDOH 2-242 E-Concrete Beam Repair 5.333 1 0.667 3.557 8.5 3.557 2nd Floor FDOH 2-245 E-Concrete Beam Repair 3.75 1.083 0.667 2.709 6.5 2.709 2nd Floor FDOH 2-248 E-Concrete Beam Repair 4.25 1 0.667 2.835 6.5 2.835 2nd Floor FDOH 2-249 E-Concrete Beam Repair 1.333 1.167 0.5 0.778 2 0.778 2nd Floor FDOH 2-250 E-Concrete Beam Repair 1 1.083 0.333 0.361 1 0.361 2nd Floor Social Services 2-256 E-Concrete Beam Repair 2 2.000 0 4.5 2.000 2nd Floor Social Services 2-256 E-Concrete Beam Repair 2.667 1.5 0.333 1.332 3 1.332 2nd Floor Social Services 2-256 E-Concrete Beam Repair 1 0.833 0.333 0.277 0.5 0.277 2nd Floor Social Services 2-256 E-Concrete Beam Repair 1.083 0.917 0.333 0.331 1 0.331 2nd Floor Social Services 2-256 E-Concrete Beam Repair 1.167 1 0.333 0.389 1 0.389 2nd Floor Social Services 2-257 E-Concrete Beam Repair 3.5 1 0.667 2.335 5.5 2.335 2nd Floor Social Services 2-257 E-Concrete Beam Repair 1.5 0.75 0.333 0.375 1 0.375 2nd Floor Social Services 2-257 E-Concrete Beam Repair 2.5 0.833 0.333 0.693 1.5 0.693 2nd Floor HR 2-268 E-Concrete Beam Repair 1.167 1 0.833 0.972 2.5 0.972 2nd Floor HR 2-268 E-Concrete Beam Repair 2.083 1 0.833 1.735 4 1.735 2nd Floor HR 2-268 E-Concrete Beam Repair 2.167 1 0.917 1.987 4.5 1.987 2nd Floor HR 2-268 E-Concrete Beam Repair 4.417 1 0.917 4.050 9.5 4.050 2nd Floor HR 2-268 E-Concrete Beam Repair 3.167 1 0.917 2.904 6.5 2.904 2nd Floor HR 2-268 E-Concrete Beam Repair 2.167 1 0.917 1.987 4.5 1.987 2nd Floor HR 2-271 E-Concrete Beam Repair 2.5 1 0.5 1.250 3 1.250 2nd Floor HR 2-271 E-Concrete Beam Repair 2.417 0.917 0.5 1.108 2.5 1.108 2nd Floor HR 2-271 E-Concrete Beam Repair 2 0.917 0.5 0.917 2 0.917 2nd Floor HR 2-273 E-Concrete Beam Repair 2.667 0.917 0.5 1.223 3 1.223 2nd Floor HR 2-273 E-Concrete Beam Repair 1.000 2.5 1.000 2nd Floor HR 2-274 E-Concrete Beam Repair 2.25 0.917 0.333 0.687 1.5 0.687 2nd Floor HR 2-274 E-Concrete Beam Repair 1.083 0.917 0.25 0.248 0.5 0.248 2nd Floor HR 2-275 E-Concrete Beam Repair 1.333 0.917 0.333 0.407 1 0.407 2nd Floor HR 2-275 E-Concrete Beam Repair 4.083 0.917 0.417 1.561 3.5 1.561 2nd Floor HR 2-277 E-Concrete Beam Repair 3.167 1 0.917 2.904 7 2.904 2nd Floor HR 2-277 E-Concrete Beam Repair 1 0.833 0.25 0.208 0 0.5 0.208 2nd Floor HR E-Concrete Beam Repair 5.167 1.333 0.5 3.444 8 3.444 Totals E-Concrete Beam Repair 143.000 122.853 1st Floor Entry Vestibule 1-101 F-Concrete Column Repair 2 2.000 4.5 2.000 1st Floor Entry Vestibule 1-101 F-Concrete Column Repair 3 3.000 7 3.000 lstfloor Entrance 1-104 F-Concrete Column Repair 7.417 1 0.667 4.947 11.5 4.947 1st Floor Al Conference 1-107 F-Concrete Column Repair 6 6.000 14 6.000 1st Floor Al Conference 1-107 F-Concrete Column Repair 4 4.000 9.5 4.000 1st Floor Al Conference Kitchen F-Concrete Column Repair 5 5.000 11.5 5.000 lstfloor A2 FDOH1 1-114 F-Concrete Column Repair 7.5 0.667 0.333 1.666 4 1.666 lstfloor A2 FDOH1 1-119 F-Concrete Column Repair 6 6.000 14 6.000 lstfloor A2 FDOH1 1-120 F-Concrete Column Repair 5 5.000 11.5 5.000 1st Floor A2 FDOH1 1-128 F-Concrete Column Repair 3.667 0.667 0.667 1.631 0 4 1.631 1st Floor A2 FDOH1 1-135 F-Concrete Column Repair 4.917 0.667 0.667 2.188 0 5.5 2.188 1st Floor A2 FDOH1 1-136 F-Concrete Column Repair 3 3.000 0 7 3.000 1st Floor A2 FDOH1 1-141 F-Concrete Column Repair 6 6.000 0 14 6.000 lstfloor A3 FDOH1 1-142 F-Concrete Column Repair 5 5.000 11.5 5.000 lstfloor A3 FDOH1 1-142 F-Concrete Column Repair 3 3.000 7 3.000 1st Floor A3 FDOH1 1-150 F-Concrete Column Repair 3 3.000 0 7 3.000 1st Floor A3 FDOH1 1-150 F-Concrete Column Repair 1 0.75 0.667 0.500 0 1.5 0.500 1st Floor A3 FDOH1 1-151 F-Concrete Column Repair 1 0.667 0.667 0.445 0 1 0.445 1st Floor A3 FDOH1 1-154 F-Concrete Column Repair 4 4.000 9.5 4.000 1st Floor A3 FDOH1 1-159 F-Concrete Column Repair 1.917 0.667 0.667 0.853 0 2 0.853 1st Floor A3 FDOH1 1-160 F-Concrete Column Repair 4 4.000 0 9.5 4 1st Floor A3 FDOH1 1-164 F-Concrete Column Repair 4 0.667 0.667 1.780 0 4 1.780 1st Floor A3 FDOH1 1-165 F-Concrete Column Repair 1.167 0.5 0.667 0.389 0 1 0.389 1st Floor A3 FDOH1 1-165 F-Concrete Column Repair 1.833 0.75 0.667 0.917 0 2.5 0.917 lstfloor A4 Healthy Start 1-171 F-Concrete Column Repair 2.333 1.5 0.25 0.875 2 0.875 lstfloor A4 Healthy Start 1-172 F-Concrete Column Repair 2 2.000 4.5 2 lstfloor A4 Healthy Start 1-173 F-Concrete Column Repair 3.417 1 0.667 2.279 5.5 2.279 lstfloor A4 Healthy Start 1-176 F-Concrete Column Repair 8 8.000 18.5 8 lstfloor A4 Healthy Start 1-176 F-Concrete Column Repair 8 8.000 18.5 8 lstfloor A4 Healthy Start 1-176 F-Concrete Column Repair 3.167 0.833 0.667 1.760 4 1.760 lstfloor A5 Social Services 1-179 F-Concrete Column Repair 3.5 2.833 0.25 2.479 6 2.479 lstfloor A5 Social Services 1-187 F-Concrete Column Repair 2.5 1 0.667 1.668 4 1.668 lstfloor A5 Social Services 1-188 F-Concrete Column Repair 8.333 1 0.667 5.558 13 5.558 lstfloor A5 Social Services 1-189 F-Concrete Column Repair 4 4.000 9.5 4 lstfloor A5 Social Services 1-203 F-Concrete Column Repair 4 4.000 9.5 4 lstfloor Mailroom 1-212 F-Concrete Column Repair 2.75 0.833 0.667 1.528 3.5 1.528 lstfloor Mailroom 1-213 F-Concrete Column Repair 5.25 0.75 0.667 2.626 6 2.626 lstfloor Mailroom 1-213 F-Concrete Column Repair 2.583 0.75 0.667 1.292 3 1.292 lstfloor Mailroom 1-213 F-Concrete Column Repair 3 3.000 7 3 lstfloor Mailroom 1-213 F-Concrete Column Repair 2 2.000 4.5 2 2nd Floor Adm in istrator 2-203 F-Concrete Column Repair 2.667 2.5 0.5 3.334 8 3.334 2nd Floor Adm in istrator 2-203 F-Concrete Column Repair 2.5 0.583 0.583 0.850 2 0.850 2nd Floor Adm in istrator 2-208 F-Concrete Column Repair 0.667 0.667 0.333 0.148 0.5 0.148 2nd Floor HR 2-273 F-Concrete Column Repair 1 0.833 0.417 0.347 1 0.347 2nd Floor HR 2-277 F-Concrete Column Repair 2.083 0.75 0.5 0.781 2 0.781 1st Floor Al Conference Kitchen F-Concrete Column Repair 5.000 11.5 5.000 2nd Floor Fleet/Solid Waste 2-235 F-Concrete Column Repair 1.333 0.833 0.417 0.463 1 0.463 Totals F-ConcreteColumnRepair 95.000 41.303 1st Floor Al Conference 1-102 G-Crack Monitor 1 1 1 1st Floor Al Conference 1-107 G-Crack Monitor 1 1 1 lstfloor A3 FDOH1 1-151 G-Crack Monitor 1 1 1 lstfloor A2 FDOH1 1-152 G-Crack Monitor 1 1 1 lstfloor A4 Healthy Start 1-171 G-Crack Monitor 1 1 1 1st Floor A3 FDOH1 1-181 G-Crack Monitor 1 1 lstfloor A5 Social Services 1-186 G-Crack Monitor 1 1 1st Floor A3 FDOH1 1-193 G-Crack Monitor 1 1 2nd Floor Adm in istrator 2-205 G-Crack Monitor 1 1 1 2nd Floor Engineering 2-215 G-Crack Monitor 1 1 1 2nd Floor Fleet/Solid Waste 2-232 G-Crack Mon itor 1 1 1 2nd Floor Fleet/Solid Waste 2-233 G-Crack Mon itor 1 1 1 2nd Floor Fleet/Solid Waste 2-253 G-Crack Mon itor 1 1 1 Totals G-Crack Monitor 13.000 1st Floor Al FDOH1 1-100 H-Crack in Concrete Wall 10 10.000 10 10 1st Floor A3 FDOH1 1-102 H-Crack in Concrete Wall 15 15.000 15 15 1st Floor A3 FDOH1 1-119 H-Crack in Concrete Wall 3 3.000 3 3 1st Floor A3 FDOH1 1-127 H-Crack in Concrete Wall 8 8.000 8 8 1st Floor A3 FDOH1 1-151 H-Crack in Concrete Wall 10 0.25 0.25 0.625 10 0.625 1st Floor A3 FDOH1 1-164 H-Crack in Concrete Wall 6 6.000 6 6 1st Floor A3 FDOH1 1-172 H-Crack in Concrete Wall 3 3.000 3 3 1st Floor A3 FDOH1 1-174 H-Crack in Concrete Wall 3 3.000 3 3 lstfloor A4 Healthy Start 1-175 H-Crack in Concrete Wall 10 10.000 10 10 1st Floor A3 FDOH1 1-181 H-Crack in Concrete Wall 8 8.000 8 8 1st Floor A3 FDOH1 1-181 H-Crack in Concrete Wall 7 7.000 7 7 1st Floor A5 Social Services 1-202 H-Crack in Concrete Wall 6 6.000 6 6 1st Floor A5 Social Services 1-203 H-Crack in Concrete Wall 8 8.000 8 8 1st Floor Elevator Elevator H-Crack in Concrete Wall 15 15.000 15 15 2nd Floor Adm in istrator 2-203 H-Crack in Concrete Wall 4 4.000 4 4 2nd Floor Fleet/Solid Waste 2-232 H-Crack in Wall Repair 3 3.000 3 3 2nd Floor Social Services 2-257 H-Crack in Wall Repair 4 4.000 0 4.000 Totals H-Crack in Wall Repair 113.000 0.625 1st Floor Al Conference 1-101 J-Interior Concrete wall Repair 6 0.5 0.5 1.500 0 3.5 1.500 1st Floor Al Conference 1-107 J-Interior Concrete wall Repair 7 2 0.25 3.500 0 8 3.500 1st Floor Al Conference 1-107 J-Interior Concrete wall Repair 2.417 0.25 0.25 0.151 0 0.5 0.151 1st Floor Al Conference 1-107 J-Interior Concrete wall Repair 14 2 0.25 7.000 0 16.5 7.000 1st Floor 1-109 J-Interior Concrete wall Repair 1.000 0 2.5 1.000 1st Floor A2 FDOH1 1-114 J-Interior Concrete wall Repair 3.167 0.75 0.25 0.594 0 1.5 0.594 1st Floor A2 FDOH1 1-141 J-Interior Concrete wall Repair 2.25 0.25 0.417 0.235 0 0.5 0.235 1st Floor A2 FDOH1 1-141 J-Interior Concrete wall Repair 2.25 0.25 0.417 0.235 0 0.5 0.235 1st Floor A2 FDOH1 1-141 J-Interior Concrete wall Repair 3 0.25 0.417 0.313 0 1 0.313 1st Floor A3 FDOH1 1-164 J-Interior Concrete wall Repair 1.167 0.667 0.25 0.195 0 0.5 0.195 1st Floor A3 FDOH1 1-172 J-Interior Concrete wall Repair 1.75 1 0.333 0.583 0 1.5 0.583 1st Floor A3 FDOH1 1-174 J-Interior Concrete wall Repair 1 1.000 0 2.5 1 lstfloor Hallway 1-185 J-Interior Concrete wall Repair 1 1.000 0 2.5 1 lstfloor Hallway 1-185 J-Interior Concrete wall Repair 3 3.000 0 7 3 1st Floor Elevator Elevator J-Interior Concrete wall Repair 1 1.000 2.5 1 1st Floor Elevator Elevator J-Interior Concrete wall Repair 3 3.000 7 3 1st Floor Elevator Elevator J-Interior Concrete wall Repair 1 1.000 2.5 1 1st Floor Elevator Elevator J-Interior Concrete wall Repair 3.667 0.75 0.667 1.834 0 4.5 1.834 2nd Floor Adm in istrator 2-207 J-Interior Concrete wall Repair 3 0.417 0.25 0.313 0 1 0.313 2nd Floor Adm in istrator 2-207 J-Interior Concrete wall Repair 3 0.5 0.333 0.500 0 1 0.500 2nd Floor Adm in istrator 2-207 J-Interior Concrete wall Repair 2.417 0.5 0.333 0.402 0 1 0.402 2nd Floor Adm in istrator 2-208 J-Interior Concrete wall Repair 1.667 0.667 0.333 0.370 0 1 0.370 2nd Floor Adm in istrator 2-208 J-Interior Concrete wall Repair 4.667 0.75 0.417 1.460 0 3.5 1.460 2nd Floor Adm in istrator 2-208 J-Interior Concrete wall Repair 0.833 0.583 0.333 0.162 0 0.5 0.162 2-222 J-Interior Concrete wall Repair 1.833 0.667 0.25 0.306 0 1 0.306 2nd Floor Fleet/Solid Waste 2-232 J-Interior Concrete wall Repair 6.333 0.417 0.333 0.879 0 2 0.879 2nd Floor Fleet/Solid Waste 2-232 J-Interior Concrete wall Repair 1 1 0.333 0.333 0 1 0.333 2nd Floor Fleet/Solid Waste 2-232 J-Interior Concrete wall Repair 2.5 1.25 0.333 1.041 0 2.5 1.041 2nd Floor Fleet/Solid Waste 2-232 J-Interior Concrete wall Repair 1.75 0.917 0.333 0.534 0 1 0.534 2nd Floor Fleet/Solid Waste 2-232 J-Interior Concrete wall Repair 2.333 1 0.333 0.777 0 2 0.777 2nd Floor Fleet/Solid Waste 2-232 J-Interior Concrete wall Repair 1.333 1.167 0.333 0.518 0 1 0.518 2nd Floor Fleet/Solid Waste 2-232 J-Interior Concrete wall Repair 2 1.417 0.333 0.944 0 2 0.944 2nd Floor Fleet/Solid Waste 2-233 J-Interior Concrete wall Repair 3.167 1.167 0.333 1.231 0 3 1.231 2nd Floor Fleet/Solid Waste 2-234 J-Interior Concrete wall Repair 1.000 0 2.5 1.000 2nd Floor Fleet/Solid Waste 2-234 J-Interior Concrete wall Repair 2.75 0.5 0.333 0.458 0 1 0.458 2nd Floor Fleet/Solid Waste 2-234 J-Interior Concrete wall Repair 1.667 1.25 0.333 0.694 0 1.5 0.694 2nd Floor Fleet/Solid Waste 2-235 J-Interior Concrete wall Repair 3 1.083 0.333 1.082 0 2.5 1.082 2nd Floor Fleet/Solid Waste 2-236 J-Interior Concrete wall Repair 1.083 1.5 0.333 0.541 0 1.5 0.541 2nd Floor FDOH 2-247 J-Interior Concrete wall Repair 3 1.083 0.417 1.355 0 3 1.355 2nd Floor Social Services 2-256 J-Interior Concrete wall Repair 8.417 0.667 0.333 1.870 4.5 1.870 2nd Floor Social Services 2-256 J-Interior Concrete wall Repair 3.75 0.583 0.333 0.728 1.5 0.728 2nd Floor Social Services 2-256 J-Interior Concrete wall Repair 8.667 0.667 0.333 1.925 4.5 1.925 2nd Floor Social Services 2-256 J-Interior Concrete wall Repair 2.5 1.083 0.333 0.902 2 0.902 2nd Floor Social Services 2-257 J-Interior Concrete wall Repair 4.5 0.75 0.333 1.124 2.5 1.124 2nd Floor HR 2-271 J-Interior Concrete wall Repair 4.5 0.75 0.333 1.124 0 2.5 1.124 2nd Floor HR 2-273 J-Interior Concrete wall Repair 2.000 0 4.5 2.000 2nd Floor HR 2-273 J-Interior Concrete wall Repair 1.417 1 0.333 0.472 0 1 0.472 2nd Floor HR 2-276 J-Interior Concrete wall Repair 1.583 1 0.25 0.396 0 1 0.396 2nd Floor HR 2-276 J-Interior Concrete wall Repair 1.417 1.167 0.25 0.413 0 1 0.413 2nd Floor HR 2-276 J-Interior Concrete wall Repair 1.083 0.75 0.25 0.203 0 0.5 0.203 2nd Floor HR 2-277 J-Interior Concrete wall Repair 1.667 1 0.333 0.555 0 1.5 0.555 2nd Floor HR 2-277 J-Interior Concrete wall Repair 4.417 0.75 0.333 1.103 0 2.5 1.103 2nd Floor HR J-Interior Concrete wall Repair 2.833 3.333 0.417 3.937 0 9 3.937 2nd Floor HR J-Interior Concrete wall Repair 0.667 0.5 0.25 0.083 0 0.5 0.083 Totals 1-Interior Concrete wall Repair 14.000 44.872 2nd Floor Hallway 2-214 K-Linear Crack at Window 12 0.25 0.333 0.000 12 12 2nd Floor Hallway 2-214 K-Linear Crack at Window 12 0.25 0.333 0.000 12 12 2nd Floor Hallway 2-214 K-Linear Crack at Window 12 0.25 0.333 0.000 12 12 2nd Floor Hallway 2-214 K-Linear Crack at Window 12 0.25 0.333 0.000 12 12 Hallway K-Linear Crack at Window 18 0.25 0.333 0.000 18 18 Hallway K-Linear Crack at Window 18 0.25 0.333 0.000 18 18 Hallway K-Linear Crack at Window 18 0.25 0.333 0.000 18 18 Hallway K-Linear Crack at Window 18 0.25 0.333 0.000 18 18 Hallway K-Linear Crack at Window 18 0.25 0.333 0.000 18 18 Hallway K-Linear Crack at Window 12 0.25 0.333 0.000 12 12 Hallway K-Linear Crack at Window 18 0.25 0.333 0.000 18 18 1st Floor 1-109 K-Linear Concrete Crack@window 8 0.25 0.25 0.500 8 8 1st Floor 1-109 K-Linear Concrete Crack@window 12 0.25 0.25 0.750 12 12 1st Floor 1-109 K-Linear Concrete Crack@window 12 0.25 0.25 0.750 12 12 1st Floor 1-109 K-Linear Concrete Crack@window 12 0.000 12 12 1st Floor 1-109 K-Linear Concrete Crack@window 12 0.000 12 12 1st Floor 1-109 K-Linear Concrete Crack@window 12 0.000 12 12 1st Floor 1-109 K-Linear Concrete Crack@window 7 0.25 0.333 0.583 0.583 1st Floor 1-109 K-Linear Concrete Crack@window 5 0.25 0.333 0.416 0.416 1st Floor 1-109 K-Linear Concrete Crack@window 10 0.25 0.333 0.833 0.833 1st Floor 1-109 K-Linear Concrete Crack@window 8 0.25 0.333 0.666 0.666 1st floor Hallway 1-185 K-Linear Concrete Crack@window 18 0.25 0.333 1.499 18 18 1st floor Ha llway 1-185 K-Linear Concrete Crack@window 18 0.25 0.333 1.499 18 18 1st floor Ha llway 1-185 K-Linear Concrete Crack@window 18 0.25 0.333 1.499 18 18 1st floor Ha llway 1-185 K-Linear Concrete Crack@window 18 0.25 0.333 1.499 18 18 1st floor Ha llway 1-185 K-Linear Concrete Crack@window 18 0.25 0.333 1.499 18 18 1st floor Ha llway 1-185 K-Linear Concrete Crack@window 18 0.25 0.333 1.499 18 18 1st floor Ha llway 1-185 K-Linear Concrete Crack@window 18 0.25 0.333 1.499 18 18 1st floor Ha llway 1-185 K-Linear Concrete Crack@window 18 0.25 0.333 1.499 18 18 1st floor Ha llway 1-185 K-Linear Concrete Crack@window 18 0.25 0.333 1.499 18 18 1st floor Ha llway 1-185 K-Linear Concrete Crack@window 18 0.25 0.333 1.499 18 18 1st Floor Elevator Elevator K-Linear Concrete Crack@window 12 0 0 12.000 12 12 Totals K-Linear Concrete Crack@ window 428.000 2.498 2nd Floor Adm in istrator 2-203 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor Adm in istrator 2-205 L-Concrete Slab Spall 3.000 0 7 3.000 2nd Floor Adm in istrator 2-205 L-Concrete Slab Spall 0.5 0.5 0.25 0.063 0 0.5 0.063 2nd Floor Adm in istrator 2-206 L-Concrete Slab Spall 3.000 0 7 3.000 2nd Floor Adm in istrator 2-208 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor Adm in istrator 2-208 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor Adm in istrator 2-208 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor OMB 2-209 L-Concrete Slab Spall 8 0.333 0.25 0.666 0 1.5 0.666 2nd Floor Adm in istrator 2-210 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor OMB 2-213 L-Concrete Slab Spall 7.000 0 16.5 7.000 2nd Floor OMB 2-213 L-Concrete Slab Spall 2.000 0 4.5 2.000 2nd Floor OMB 2-213 L-Concrete Slab Spall 3.000 0 7 3.000 2nd Floor OMB 2-213 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor OMB 2-214 L-Concrete Slab Spall 7.000 0 16.5 7.000 2nd Floor Hallway 2-214 L-Concrete Slab Spall 3.000 0 7 3.000 2nd Floor Hallway 2-214 L-Concrete Slab Spall 3.000 0 7 3.000 2nd Floor Hallway 2-214 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor Hallway 2-214 L-Concrete Slab Spall 2.000 0 4.5 2.000 2nd Floor Engineering 2-215 L-Concrete Slab Spall 2.000 0 4.5 2.000 2nd Floor Engineering 2-215 L-Concrete Slab Spall 2.5 2.5 0.25 1.563 0 3.5 1.563 2nd Floor Engineering 2-216 L-Concrete Slab Spall 5.000 0 11.5 5.000 2nd Floor Engineering 2-216 L-Concrete Slab Spall 3.333 1.5 0.25 1.250 0 3 1.250 2nd Floor OMB 2-217 L-Concrete Slab Spall 12.25 2.083 0.25 6.379 0 15 6.379 2nd Floor OMB 2-217 L-Concrete Slab Spall 8 2.083 0.25 4.166 0 9.5 4.166 2nd Floor OMB 2-217 L-Concrete Slab Spall 4.000 0 9.5 4.000 2nd Floor OMB 2-217 L-Concrete Slab Spall 2.000 0 4.5 2.000 2nd Floor Engineering 2-220 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor Engineering 2-220 L-Concrete Slab Spall 2.25 1 0.25 0.563 0 1.5 0.563 2nd Floor Engineering 2-222 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor Engineering 2-222 L-Concrete Slab Spall 3 0.5 0.25 0.375 0 1 0.375 2nd Floor Engineering 2-222 L-Concrete Slab Spall 1.5 0.833 0.25 0.312 0 1 0.312 2nd Floor Engineering 2-226 L-Concrete Slab Spall 6.417 0.5 0.25 0.802 0 2 0.802 2nd Floor Engineering 2-227 L-Concrete Slab Spall 3.000 0 7 3.000 2nd Floor Engineering 2-227 L-Concrete Slab Spall 2.000 0 4.5 2.000 2nd Floor Engineering 2-227 L-Concrete Slab Spall 2.5 0.667 0.25 0.417 0 1 0.417 2nd Floor Engineering 2-228 L-Concrete Slab Spall 2.000 0 4.5 2.000 2nd Floor Fleet/Solid Waste 2-231 L-Concrete Slab Spall 3.000 0 7 3.000 2nd Floor Public Works 2-231 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor Public Works 2-231 L-Concrete Slab Spall 3.000 0 7 3.000 2nd Floor Fleet/Solid Waste 2-233 L-Concrete Slab Spall 3.000 0 7 3.000 2nd Floor Fleet/Solid Waste 2-233 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor Fleet/Solid Waste 2-236 L-Concrete Slab Spall 4.000 0 9.5 4.000 2nd Floor Fleet/Solid Waste 2-237 L-Concrete Slab Spall 5 1.25 0.25 1.563 0 3.5 1.563 2nd Floor FDOH 2-241 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor FDOH 2-241 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor FDOH 2-244 L-Concrete Slab Spall 4.167 0.333 0.25 0.347 0 1 0.347 2nd Floor FDOH 2-244 L-Concrete Slab Spall 1.667 0.417 0.25 0.174 0 0.5 0.174 2nd Floor FDOH 2-244 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor FDOH 2-244 L-Concrete Slab Spall 1.333 0.5 0.25 0.167 0 0.5 0.167 2nd Floor FDOH 2-245 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor FDOH 2-247 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor FDOH 2-249 L-Concrete Slab Spall 1.333 1 0.25 0.333 0 1 0.333 2nd Floor FDOH 2-251 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor FDOH 2-251 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor FDOH 2-253 L-Concrete Slab Spall 2.000 0 4.5 2.000 2nd Floor FDOH 2-253 L-Concrete Slab Spall 3.000 0 7 3.000 2nd Floor FDOH 2-251 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor FDOH 2-251 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor FDOH 2-253 L-Concrete Slab Spall 2.000 0 4.5 2.000 2nd Floor FDOH 2-253 L-Concrete Slab Spall 3.000 0 7 3.000 2nd Floor Social Services 2-256 L-Concrete Slab Spall 2 1.667 0.25 0.834 2 0.834 2nd Floor Social Services 2-256 L-Concrete Slab Spall 3.167 1.5 0.25 1.188 3 1.188 2nd Floor Social Services 2-256 L-Concrete Slab Spall 2.083 0.5 0.25 0.260 0.5 0.260 2nd Floor Social Services 2-256 L-Concrete Slab Spall 1.667 0.5 0.25 0.208 0.5 0.208 2nd Floor Social Services 2-256 L-Concrete Slab Spall 1.167 1.083 0.25 0.316 1 0.316 2nd Floor Social Services 2-257 L-Concrete Slab Spall 0.833 0.5 0.25 0.104 0.5 0.104 2nd Floor HR 2-268 L-Concrete Slab Spall 0.583 0.417 0.25 0.061 0 0.5 0.061 2nd Floor HR 2-268 L-Concrete Slab Spall 1.333 1 0.25 0.333 0 1 0.333 2nd Floor HR 2-268 L-Concrete Slab Spall 2.5 2 0.25 1.250 0 3 1.250 2nd Floor HR 2-268 L-Concrete Slab Spall 1.167 0.5 0.25 0.146 0 0.5 0.146 2nd Floor HR 2-268 L-Concrete Slab Spall 1.417 1.333 0.25 0.472 0 1 0.472 2nd Floor HR 2-268 L-Concrete Slab Spall 1 1 0.25 0.250 0 0.5 0.250 2nd Floor HR 2-269 L-Concrete Slab Spall 3.417 1.417 0.25 1.210 0 3 1.210 2nd Floor HR 2-269 L-Concrete Slab Spall 4 1.25 0.25 1.250 0 3 1.250 2nd Floor HR 2-269 L-Concrete Slab Spall 2.5 1.333 0.25 0.833 0 2 0.833 2nd Floor HR 2-269 L-Concrete Slab Spall 3.333 3 0.25 2.500 0 6 2.500 2nd Floor HR 2-271 L-Concrete Slab Spall 1 1 0.25 0.250 0 0.5 0.250 2nd Floor HR 2-273 L-Concrete Slab Spall 2.5 0.333 0.25 0.208 0 0.5 0.208 2nd Floor HR 2-273 L-Concrete Slab Spall 1.417 1 0.25 0.354 0 0.5 0.354 2nd Floor HR 2-273 L-Concrete Slab Spall 2.5 0.333 0.25 0.208 0 0.5 0.208 2nd Floor HR 2-274 L-Concrete Slab Spall 2 1.917 0.25 0.959 0 2.5 0.959 2nd Floor HR 2-275 L-Concrete Slab Spall 1.000 0 2.5 1.000 2nd Floor HR 2-275 L-Concrete Slab Spall 2.000 0 4.5 2.000 2nd Floor HR 2-275 L-Concrete Slab Spall 1.75 0.917 0.25 0.401 0 1 0.401 2nd Floor Fleet/Solid Waste L-Concrete Slab Spall 1 0.833 0.25 0.208 0 0.5 0.208 lstfloor A4 Healthy Start 1-171 L-Concrete Spall Slab 1 1.000 2.5 1 lstfloor A4 Healthy Start 1-172 L-Concrete Spall Slab 3 3.000 7 3 Totals L-Concrete SpaR Slab 103.000 32.942 courtyard Exterior P-LinearCrackinWall 5 5 5 courtyard Exterior P-LinearCrackinWall 5 5 5 courtyard Exterior P-LinearCrackinWall 5 5 5 courtyard Exterior P-LinearCrackinWall 5 5 5 courtyard Exterior P-LinearCrackinWall 5 5 5 courtyard Exterior P-LinearCrackinWall 5 5 5 courtyard Exterior P-LinearCrackinWall 5 5 5 courtyard Exterior P-LinearCrackinWall 5 5 5 courtyard Exterior P-LinearCrackinWall 30 30 30 courtyard Exterior P-LinearCrackinWall 4 4 4 courtyard Exterior P-LinearCrackinWall 4 4 4 East Side Exterior P-LinearCrackinWall 15 15 15 East Side Exterior P-LinearCrackinWall 4 4 4 East Side Exterior P-LinearCrackinWall 4 4 4 East Side Exterior P-LinearCrackinWall 4 4 4 East Side Exterior P-LinearCrackinWall 15 15 15 East Side Exterior P-LinearCrackinWall 2 2 2 South Side Exterior P-Linear Crack in Wall 12 12 12 South Side Exterior P-Linear Crack in Wall 12 12 12 South Side Exterior P-Linear Crack in Wall 5 5 5 South Side Exterior P-Linear Crack in Wall 5 5 5 South Side Exterior P-Linear Crack in Wall 12 12 12 South Side Exterior P-Linear Crack in Wall 12 12 12 South Side Exterior P-Linear Crack in Wall 4 4 4 South Side Exterior P-Linear Crack in Wall 10 10 10 South Side Exterior P-Linear Crack in Wall 8 8 8 South Side Exterior P-Linear Crack in Wall 10 10 10 South Side Exterior P-Linear Crack in Wall 8 8 8 West Side Exterior P-Linear Crack in Wall 6 6 6 West Side Exterior P-Linear Crack in Wall 5 5 5 Totals P-LinearCrackinWall 231.000 0.000 SEATE-1 ACOR©°" CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 03/02/2026 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 305-741-7373 CONTACT Rebecca Horan NAME: Keys Anchor Insurance Agency PHONE 305-741-7373 FAX 844-269-7923 Rebecca Horan (A/C,No,Ext): (A/C,No): 30971 Avenue A Unit C E-MAIL Big Pine Key, FL 33043 ADDRE Rebecca Horan INSURERS AFFORDING COVERAGE NAIC# INSURER A:Kinsale Insurance Co 38920 INSURED INSURER B:StarStone National Ins Co SeaTech of the FI Keys Inc 131 Palomino Horse Trail INSURERC: Big Pine Key,FL 33043 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPEOFINSURANCE ADDLSUBR pOLICYNUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR 01000816187 03/01/2026 03/01/2027 DAMAGE TO RENTED 100,000 X PREMISES fEa occurrence $ MED EXP(Anyoneperson) $ eXcl PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY JECT PRO- El ❑ LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ A COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY Ea accident $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS41AADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER YIN TA0252003 11/04/2025 11/04/2026 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? NIA M , ;'( 1,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under1,000,000 DESCRIPTION OF OPERATIONS below 8Y_,,,,,,,,_,�;,,.m_ , E.L.DISEASE-POLICY LIMIT $ DATE, WAMP NA ... .. _. -M 7 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Project 24509-Cato Bldg Spalling Repairs Not subject to cancellation, nonrenewal, material change or reduction in coverage unless a minimum of thirty (30) days prior notification is given to the County by the Insurer CERTIFICATE HOLDER CANCELLATION MCBCOU1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Monroe County Board Of Count THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN tY y ACCORDANCE WITH THE POLICY PROVISIONS. Commissioners 500 Whithead St AUTHORIZED REPRESENTATIVE,,,—— mm Key West, FL 33040 Rebecca Horan '"� z.. ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION, All rights reserved. The ACORD name and logo are registered marks of ACORD DATE(MM/DD/YYYY) A�" CERTIFICATE OF LIABILITY INSURANCE 3/16/2026 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Key West Insurance PHONE FAX 3152 Northside Drive, Unit 201A A/C No Ext: 305-294-1096 A/C,No):305-294-8016 Key West FL 33040 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# License#:L100460 INSURERA:Travelers Casualty Insurance Company of America 19046 INSURED SEATECH-02 INSURER B: Sea Tech of the FI Keys, Inc. PO Box 420529 INSURERC: Summerland Key FL 33042 INSURER D7 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1465853471 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICYNUMBER MM/DD MM/DD COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ POLICY❑ PRO- ❑ JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ A AUTOMOBILE LIABILITY Y BA81_470574 3/1/2026 3/1/2027 COMBINED SINGLE LIMIT $1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LAB CLAIMS-MADE m ICx T AGGREGATE $ ,_ 1 DED RETENTION$ 8"d ��, -" $ WORKERS COMPENSATION DA-� ,,,26 �,_ .,„„� -- PER OTH- AND EMPLOYERS'LIABILITY Y/N - J STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Re: Project:24509—Gato Building Spalling Repair. Monroe County BOCC is afforded additional insured status as per the embedded coverages found in the coverage forms when required by written contract, agreement or permit but only as respects to the liability of the insured, pursuant to the terms,conditions, limitations and exclusions of the listed policies. Notice of Cancellation will be issued to the First Named Insured only as per the policy terms and conditions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Monroe County BOCC 500 Whitehead St AUTHORIZED REPRESENTATIVE Key West FL 33040 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTO COVERAGE PLUS ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GENERAL DESCRIPTION OF COVERAGE—This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general coverage description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this endorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. BLANKET ADDITIONAL INSURED H. AUDIO, VISUAL AND DATA ELECTRONIC B. EMPLOYEE HIRED AUTO EQUIPMENT—INCREASED LIMIT C. EMPLOYEES AS INSURED 1. WAIVER OF DEDUCTIBLE—GLASS D. SUPPLEMENTARY PAYMENTS— J. PERSONAL PROPERTY INCREASED LIMITS K. AIRBAGS E. TRAILERS—INCREASED LOAD CAPACITY L. AUTO LOAN LEASE GAP F. HIRED AUTO PHYSICAL DAMAGE M. BLANKET WAIVER OF SUBROGATION G. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES—INCREASED LIMIT A. BLANKET ADDITIONAL INSURED 2. The following replaces Paragraph b. in B.S., The following is added to Paragraph A.1., Who Is Other Insurance, of SECTION IV — BUSINESS AUTO CONDITIONS: An Insured, of SECTION II —COVERED AUTOS LIABILITY COVERAGE: b. For Hired Auto Physical Damage Coverage, the following are deemed to Any person or organization who is required under be covered "autos"you own: a written contract or agreement between you and that person or organization, that is signed and (1) Any covered "auto" you lease, hire, executed by you before the "bodily injury" or rent or borrow; and "property damage" occurs and that is in effect (2) Any covered "auto" hired or rented by during the policy period, to be named as an your "employee under a contract in additional "insured" is an insured for Covered an "employee's" name, with your Autos Liability Coverage, but only for damages to permission, while performing duties which this insurance applies and only to the related to the conduct of your extent that person or organization qualifies as an business. "insured" under the Who Is An Insured provision contained in Section II. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a B. EMPLOYEE HIRED AUTO covered "auto". 1. The following is added to Paragraph A.1., C. EMPLOYEES AS INSURED Who Is An Insured of SECTION II — COVERED AUTOS LIABILITY COVERAGE: The following is added to Paragraph A.1., Who Is An "employee" of yours is an "insured" while An Insured, of SECTION II — COVERED AUTOS operating a covered "auto" hired or rented LIABILITY COVERAGE: under a contract or agreement in that Any "employee" of yours is an "insured" while "employee's" name, with your permission, using a covered "auto" you don't own, hire or while performing duties related to the conduct borrow in your business or your personal of your business. affairs. CA FO 79 03 21 ©2021The Travelers Indemnity Company.All rights reserved. Page 1 of 3 Includes copyrighted material of Insurance Services Office,Inc.with its permission COMMERCIAL AUTO D. SUPPLEMENTARY PAYMENTS — INCREASED (3) If a repair or replacement results in better LIMITS than like kind or quality, we will not pay for 1. The following replaces Paragraph A.2.a.(2) of the amount of betterment. SECTION II — COVERED AUTOS LIABILITY (4) A deductible equal to the highest Physical COVERAGE: Damage deductible applicable to any owned (2) Up to $3,000 for cost of bail bonds covered "auto". (including bonds for related traffic law (5) This Coverage Extension does not apply to: violations) required because of an (a) Any "auto" that is hired, rented or "accident" we cover. We do not have to borrowed with a driver; or furnish these bonds. 2. The following replaces Paragraph A.2.a.(4) of (b) Any "auto" that is hired, rented or SECTION II — COVERED AUTOS LIABILITY borrowed from your "employee". COVERAGE: G. PHYSICAL DAMAGE — TRANSPORTATION (4) All reasonable expenses incurred by the EXPENSES—INCREASED LIMIT "insured" at our request, including actual The following replaces the first sentence in loss of earnings up to $500 a day Paragraph A.4.a., Transportation Expenses, of because of time off from work. SECTION III — PHYSICAL DAMAGE E. TRAILERS- INCREASED LOAD CAPACITY COVERAGE: The following replaces Paragraph C.1., of We will pay up to $50 per day to a maximum of SECTION I —COVERED AUTOS: $1,500 for temporary transportation expense incurred by you because of the total theft of a 1. "Trailers" with a load capacity of 3,000 covered "auto" of the private passenger type. pounds or less designed primarily for travel H. AUDIO, VISUAL AND DATA ELECTRONIC on public roads. EQUIPMENT—INCREASED LIMIT F. HIRED AUTO PHYSICAL DAMAGE The following is added to Paragraph A. 4., Coverage Paragraph C.1.b. of SECTION III — PHYSICAL DAMAGE COVERAGE is deleted. Extensions, of SECTION III — PHYSICAL DAMAGE COVERAGE: I. WAIVER OF DEDUCTIBLE—GLASS Hired Auto Physical Damage Coverage The following is added to Paragraph D. If hired "autos" are covered "autos" for Covered Deductible, of SECTION III — PHYSCIAL Autos Liability Coverage but are not covered DAMAGE COVERAGE: "auto" for Physical Damage Coverage, and this No deductible applies under Specified Causes of policy also provides Physical Damage Coverage Loss or Comprehensive coverage for "loss" to for an owned "auto", then the Physical Damage glass used in the windshield. Coverage is extended to "autos" that you hire, rent or borrow subject to the following: J. PERSONAL PROPERTY (1) The most we will pay for "loss" to any one The following is added to Paragraph A.4. "auto" that you hire, rent or borrow is the Coverage Extensions, of SECTION III — lesser of: PHYSCIAL DAMAGE COVERAGE: (a) $50,000; Personal Property Coverage (b) The actual cash value of the damaged or We will pay up to $400 for "loss" to wearing stolen property as of the time of the apparel and other personal property which is: "loss"; or (1) Owned by an "insured"; and (c) The cost of repairing or replacing the (2) In or on your covered "auto". damaged or stolen property with other property of like kind and quality. This coverage only applies in the event of a total (2) An adjustment for depreciation and physical theft of your covered "auto". condition will be made in determining actual No deductibles apply to Personal Property cash value in the event of a total "loss". coverage. Page 2 of 3 ©2021The Travelers Indemnity Company.All rights reserved. CA FO 79 03 21 Includes copyrighted material of Insurance Services Office,Inc.with its permission COMMERCIAL AUTO K. AIRBAGS (1) The amount paid under the Physical The following is added to Paragraph B.3., Damage Coverage Section of the policy Exclusions, of SECTION III — PHYSICAL for that"auto"; and DAMAGE COVERAGE: (2) Any: Exclusion 3.a. does not apply to "loss" to one or (a) Overdue lease or loan payments at pp y the time of the "loss"; more airbags in a covered "auto" you own that inflate due to a cause other than a cause of "loss" (b) Financial penalties imposed under a lease for excessive use, abnormal set forth in Paragraphs A.1.b. and A.1.c., but wear and tear or high mileage; only: (c) Security deposits not returned by the a. If that "auto" is a covered "auto" for lessor; Comprehensive Coverage under this policy; (d) Costs for extended warranties, Credit Life Insurance, Health, Accident or b. The airbags are not covered under any Disability Insurance purchased with warranty; and the loan or lease; and c. The airbags were not intentionally (e) Carry-over balances from previous inflated. loans or leases. M. BLANKET WAIVER OF SUBROGATION We will pay up to a maximum of $1,000 for any one "loss". The following replaces Paragraph A.S., Transfer Of Rights Of Recovery Against Others To Us, L. AUTO LOAN LEASE GAP of SECTION IV — BUSINESS AUTO The following is added to Paragraph A. 4. CONDITIONS: Coverage Extensions, of SECTION III — S. Transfer Of Rights Of Recovery Against PHYSICAL DAMAGE COVERAGE: Others To Us Auto Loan Lease Gap Coverage for Private We waive any right of recovery we may have Passenger Type Vehicles against any person or organization to the extent required of you by a written contract In the event of a total "loss" to a covered "auto" of executed prior to any "accident" or "loss", the private passenger type shown in the Schedule provided that the "accident" or "loss" arises or Declarations for which Physical Damage out of the operations contemplated by such Coverage is provided, we will pay any unpaid contract. The waiver applies only to the amount due on the lease or loan for such covered person or organization designated in such "auto" less the following: contract. CA FO 79 03 21 ©2021The Travelers Indemnity Company.All rights reserved. Page 3 of 3 Includes copyrighted material of Insurance Services Office,Inc.with its permission COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. FLORIDA CHANGES - CANCELLATION AND NONRENEWAL This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to the coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. Paragraph A.2.b. of the Common Policy C. The following is added to Paragraph A. of the Conditions, Cancellation, is replaced by the Common Policy Conditions, Cancellation: following: 7. If this Policy provides Personal Injury b. 45 days before the effective date of Protection, Property Damage Liability cancellation if we cancel for any other Coverage or both and: reason. a. It is a new or renewal policy, it may not be cancelled by the first Named Insured B. Paragraphs A.4. and A.S. of the Common Policy during the first 60 days immediately Conditions, Cancellation, are replaced by the following the effective date of the Policy following: or renewal, except for one of the following reasons: 4. Notice of cancellation will state the effective date of, and reason(s) for, the cancellation. (1) The covered "auto" is completely The policy period will end on that date. destroyed such that it is no longer operable; S. If this Policy is cancelled, we will send the first Named Insured any premium refund due. (2) Ownership of the covered "auto" is If we cancel, the refund will be pro rata. If the transferred; or first Named Insured cancels, the refund may (3) The Named Insured has purchased be less than pro rata. If the return premium is another policy covering the motor not refunded with the notice of cancellation or vehicle insured under this Policy. when this Policy is returned to us, we will mail b. It is a new policy, we may not cancel it the refund within 15 working days after the during the first 30 days immediately date cancellation takes effect, unless this is following the effective date of the Policy an audit policy. for nonpayment of premium unless a If this is an audit policy, then, subject to your check used to pay us is dishonored for full cooperation with us or our agent in any reason or any other type of premium securing the necessary data for audit, we will payment is subsequently determined to return any premium refund due within 90 be rejected or invalid. days of the date cancellation takes effect. If D. The following condition is added: our audit is not completed within this time limitation, then we shall accept your own Nonrenewal audit, and any premium refund due shall be 1. If we decide not to renew or continue this mailed within 10 working days of receipt of Policy, we will mail you notice at least 45 your audit. days before the end of the policy period. If we offer to renew or continue and you do not The cancellation will be effective even if we accept, this Policy will terminate at the end of have not made or offered a refund. CA 02 67 01 21 © Insurance Services Office, Inc., 2020 Page 1 of 2 COMMERCIAL AUTO the current policy period. Failure to pay the will end on the effective date of that required renewal or continuation premium insurance. when due shall mean that you have not 3. Notice of nonrenewal will state the reason(s) accepted our offer. for the nonrenewal and the effective date of 2. If we fail to mail proper notice of nonrenewal nonrenewal. The policy period will end on that and you obtain other insurance, this Policy date. Page 2 of 2 © Insurance Services Office, Inc., 2020 CA 02 67 01 21