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Release of Contingency Funds #087 BOARD OF COUNTY COMMISSIONERS County of Monroe . Mayor Holly Merrill Raschein,District 5 The Florida Keys Mayor Pro Tem James K. Scholl,District 3 h Craig Cates,District 1 Michelle Lincoln,District 2 David Rice,District 4 Memorandum DATE: 12/13/2023 TO: BOCC Digitally signed by Kevin FROM: Kevin G. Wilson, P.E. t l _, <._._ D.te:202 F.E. Date:22-05'00' 14:34:52-OS'00' SUBJECT: Release of Contingency Funds Included with this memo is the proposed Release of Contingency Funds 487 for the Fl Keys Marathon Airport Non-Aeronautical Use Building (EOC)project. This does not affect the contract amount, but releases contingency funds already included in the Guaranteed Maximum Price for work that was either not foreseen or for which a price could not be determined at the time of contract execution. The amount requested is $4,900.00. The attached Release of Owner Contingency Request provides the details. This is being provided to ensure the BOCC is aware of this change. Please contact me with any questions. If there are none with the normal 24-hour window, I will approve the request. COUrit Of MOrirOe °� � ,�` BOA F UNTY C w � Iss�I 1� s Y ayor Holly Xlenill Rmchem,District The Florida Keys ��, Mayor 2' " games K. clwh,District Craig Fates,District t David Ricie,District 4 MEMORANDUM DATE: 12/11/2023 TO: County Administrator FROM: Jordan Salinger SUBJECT: Release of Contingency for: FL KEYS MARATHON AIRPORT NON- AERONAUTICAL USE BUILDING (EOC) Action Requested: Approval for RELEASE of contingency funds in the amount of $ 4,900.00 as outlined below. Basis for Recommended Action: 1. The requested release does not increase the total cost of the project as approved by the BOCC, and it will have no impact to contract time. 2. The scope for which the release is requested is within the intended project scope. 3. The release is not based upon an error or omission by the designer or the general contractor. Background: This is a cost change to the Contingency related to RFI 284, dated 11/16/23, to furnish and install an 8" thick reinforced concrete slab over the grease interceptor due to its location in a the parking lot where it will be subject to vehicular traffic. ........... fi m. Approved Iby 110alrslha�l t.)u.ualrl s 12/11/2023 12:0226 PNA 12-13-2023 Ajax Building Company Architects Design Group Digitally signed by Kevin G.Wilson, Jordan SalItlgeri V pMp Digitally signed by Jordan Sal inger,PMP � ? P.E. Date:2023.12.13 1 1:02:08-05'00' Date:2023.12.15 11:14:16-05'00' On behalf of the Kevin Wilson,Assistant County Administrator Director of Project Management Project: Monroe County EOC Description of Change: RFI 284-8"Concrete slab over grease interceptor Date: 11/16/2023 LABOR uantit Units Description unit Cost of labor Labor Subtotal $ Labor Burden Percentage 0% $ Labor Total $ MATERIAL(SUPPLIER BACK-UP REQUIRED) uantit Units Description 2uLnit Cost of Material 1 LS Reinforced Concrete Slab for Grease Interceptor $ 4,900.00 $ 4,900.00 Material subtotal $ 4,900.00 Material Sales Tax 7.50% Material Total, $ 4,900.00 uantit Units Description unit Cost of E/S/U Labor Total $ - Material total, $ 4,900.00 Subtotal $ 4,900.00 GRAND TOTAL(no pennies) $ 4,900 Ajax Building Company, LLC Project:202011 Monroe County FL Keys Marathon 109 Commerce Blvd Airport NAUB EOC Oldsmar, Florida 34677 7280 Overseas Highway u P: +18137923900 Marathon, Florida 33050 RFI #Con-284: 8" Slab For Grease Interceptor Status Closed on 11/21/23 To Devon Ayers(K2M Design) From Jeffrey Whipple(Ajax Building Company, LLC) Mickey Pruitt(Architects Design Group) 424 SW 7th Terrace Gainesville, Florida 32601 Date Initiated Oct 31,2023 Due Date Nov 5,2023 Location Project Stage Course of Construction Cost Impact TBD Schedule Impact TBD Spec Section Cost Code Drawing Number P-002 Reference Linked Drawings Received From Tiffany Folks(Gary's Plumbing&Fire) Copies To Giselle Albisu(TLC Engineering Solutions(Jax)),Victor Carrasco(TLC Engineering Solutions(Jax)), Kristina Connelly(Cardno), Donald Harcrow(Ajax Building Company, LLC), Piyush Jain(Thornton Tomasetti), Cary Knight(Monroe County),Travis Mauldin (Ajax Building Company, LLC),Juan Perez(TLC Engineering Solutions(Jax)), Marshall Quarles(Ajax Building Company, LLC), Banistka Rodriguez(Architects Design Group),Jordan Salinger(Monroe County), Denise Saltzman(TLC Engineering Solutions (Jax)), Steven Sanders(Monroe County),Tyler Storm(Thornton Tomasetti), Scot Stuart(Cardno), Daniel Taylor(Architects Design Group),Cary Vick(Monroe County), Derek Wassink(Thornton Tomasetti) Activity Question Question from Jeffrey Whipple Ajax Building Company,LLC on Tuesday, Oct 31, 2023 at 01:32 PM EDT On page 11 of the attached grease interceptor installation instructions, it calls for an 8"thick concrete slab with rebar reinforcement in areas with vehicular traffic. Please review the attached and confirm that the slab thickness and rebar reinforcement shown are acceptable. Attachments f'..002......SIITI::::. ::11 AN .. I::1I....UM11::311NG Rev.2 markup.pdf, G1::3-500IInstallllatlon 1684435075.pdf Official Response Response from Mickey Pruitt Architects Design Group on Thursday,Nov 16,2023 at 09:52 AM EST ADG response attached. Attachments AIDG Response :Rl::�11#284.pdf Ajax Building Company, LLC Page 1 of 1 Printed On: Dec 11,2023 11:50 AM EST AMAjax Building Company, LLC Project:202011 Monroe County FL Keys Marathon 109 Commerce Blvd Airport NAUB EOC Oldsmar, Florida 34677 7280 Overseas Highway P: +18137923900 Marathon, Florida 33050 RFI #Con-284: 8" Slab For Grease Interceptor Status Open To Mickey Pruitt(Architects Design Group) From Jeffrey Whipple(Ajax Building Company, LLC) Devon Ayers(K2M Design) 424 SW 7th Terrace Gainesville, Florida 32601 Date Initiated Oct 31,2023 Due Date Nov 5,2023 Location Project Stage Course of Construction Cost Impact TBD Schedule Impact TBD Spec Section Cost Code Drawing Number P-002 Reference Linked Drawings Received From Tiffany Folks(Gary's Plumbing&Fire) Copies To Giselle Albisu(TLC Engineering Solutions(Jax)),Victor Carrasco(TLC Engineering Solutions(Jax)), Kristina Connelly(Cardno), Donald Harcrow(Ajax Building Company, LLC), Piyush Jain(Thornton Tomasetti), Cary Knight(Monroe County),Travis Mauldin (Ajax Building Company, LLC),Juan Perez(TLC Engineering Solutions(Jax)), Marshall Quarles(Ajax Building Company, LLC), Banistka Rodriguez(Architects Design Group),Jordan Salinger(Monroe County), Denise Saltzman(TLC Engineering Solutions (Jax)), Steven Sanders(Monroe County),Tyler Storm(Thornton Tomasetti), Scot Stuart(Cardno), Daniel Taylor(Architects Design Group),Cary Vick(Monroe County), Derek Wassink(Thornton Tomasetti) Activity Question Question from Jeffrey Whipple Ajax Building Company,LLC on Tuesday, Oct 31, 2023 at 01:32 PM EDT On page 11 of the attached grease interceptor installation instructions, it calls for an 8"thick concrete slab with rebar reinforcement in areas with vehicular traffic. Please review the attached and confirm that the slab thickness and rebar reinforcement shown are acceptable. Attachments f'..002......SIITI::::. I::'I....AN .. I::1I....UM11::311NG Rev.2 markup.prlf, G1::3-500IInstal111atlon 1684435075.pdf Awaiting an Official Response All Replies Response from Tyler Storm Thornton Tomasetti on Thursday,Nov 2, 2023 at 10:42 AM EDT This slab is in the middle of the parking lot and not a part of TT's scope.As such,we are not providing official direction.That said,the 8"slab design provided in the Schier installation guide looks like a reasonable design to us. IDG has no dblecLon to Hie main faclureir II g t lign Ajax Building Company, LLC Page 1 of 1 Printed On: Nov 16,2023 09:43 AM EST VAF V�rc E I U J� en 7 CJ `s Z U Y8, if fn wo Y. if o I 5 0 l ED e ca 0 �a� �.a qn ,i �.... <r, INSTALLATION GUIDE GB-500 100 GPM Great Basin"" Indoor/Outdoor Grease Interceptor o I I o Contents Special Precautions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-3 Getting to Know the GB-500 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 Installation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-11 Series Installations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12 SCHIER LIFETIME GUARANTEED GREASE INTERCEPTORS 913-951-3300 1 schierproducts.com ©Copyright 2023 Schier Products Company,01/01/23 SPECIAL PRECAUTIONS Avoidsyour warranty I DO NOT AIR TEST UNIT OR RISER SYSTEM! 0 CAUTION! Do not install this unit in any manner Doing so may result in property damage,personal injury or death. except as described in these instructions. Installation Instructions ODOR ALERT! Installation instructions and additional Interceptor is not a components are included with the interceptor. sewer gas trap. Read all instructions prior to installation.This All upstream fixtures interceptor is intended to be installed by a must be trapped licensed plumber in conformance with all local codes. i/�: Install interceptor as close as possible to fixtures being served ODOR ALERT! v Provide at least 16"clearance _ __ Do not install air gap on outlet ° above unit for routine 16"min. side of interceptor. maintenance. f. Fully Support Base of Unit Install unit on solid,level surface in High Temperature Kitchen Water contact with the entire footprint of unit base If water is entering the interceptor at excessive temperature(over 1501 F),a 21 drain water tempering valve(DTV)and approved backflow prevention assembly must be installed.Most state and local plumbing codes prohibit water above Support Inlet and Outlet Piping 1501 F being discharged into the sanitary sewer.Water above 1501 F will For above grade installations ensure pipe supports weaken or deform PVC Schedule 40 pipe,poly drainage fixtures like heavy inlet and outlet piping(such as cast iron or interceptors and erode the coating of cast iron(leading to eventual failure). long runs)is properly supported or suspended ® C during the entire installation process to prevent connection failure or damage to bulkhead fittings. Above Grade Installation Support AGS2 The wet weight of the interceptor combined with high temperature kitchen water creates the potential for tank deformation when installed above IN ° grade.Model GB-500 installed above grade must be installed with Above Grade Support Kit model AGS2 to maintain structural integrity. DO NOT USE CAST IRON �. COVERS IN ABOVE GRADE OR INDOOR INSTALLATIONS `- Use composite cover C24BC for above grade installations ■ page 2 of 12 Schier I GB-500 Installation Guide SPECIAL PRECAUTIONS Avoids warranty I Secure Cover Adapters Below Grade Installation Slab Requirements Cover adapters must be secured to iiisiias3i3--- A concrete slab to finished grade with rebar is required when installing base units in above grade interceptor below grade. installations with increased head pressure conditions.Use cover Reber 4"min.slab Reber 8"min.slab adapter tie-downs included with Above Grade Support Kit model AGS2. High Water max water table height for Table Installations direct burial Pedestrian Traffic or Vehicular Traffic Areas Interceptors and risers are not Greenspace Areas designed to withstand water table height in excess of the top of the unit ® O when buried(see figure).If it is Installations with Risers possible for this to occur,install the interceptor and risers in a water-tight 3 FCR2 Risers Max concrete vault or backfill with concrete Max Water Level or flowable fill(wet concrete and (2)model AK1 Risers are not designed flowable backfill should be poured in anchor kits .i�. p to retain water stages to avoid crushing the " interceptor).At risk areas include but max water table height for are not limited to tidal surge areas, 9 direct burial floodplains and areas that receive II ll�r storm water.Great Basin-models that are direct buried in high watertable �:�.i��.�����-`� � �i��` �i�r`vi ® O scenarios must be installed with an O ® O II-�� anchor kit.Model GB-500 uses either �� two model AK1 anchor kits or one AK2 - iii��," = ��`:� ��`I f. I fii anchor kit. (1)model AK2 anchor kit Corrugated Riser Pipe with deadmen anchors � CA2 Requirements Riser adapter model CA2 must be Hydrostatic/ >6=94" concrete slab subject to hydrostatic pressure used when installing interceptors Pressure Slabs using 24"diameter corrugated When installed under a pipe as a riser.This will Q hydrostatic slab(slab adequately embed the cover �i����. designed to withstand upward ® O adapter in the concrete slab, lift,usually caused by preventing cover/cover adapter watertight hydrostatic pressure) concrete failure Linder traff is rated loads. � -,�i7r7`-= interceptor must be enclosed vault in a watertight concrete vault. DO NOT • COMPACT BACKFILL MECHANICALLY ppplll Compact by hand only page 3 of 12 Schier I GB-500 Installation Guide GETTING TO KNOW THE GB-500 1 18 2 =<<< 19 r , << � 20 5 S, 5 6 1 g ' 23 8 10 16 � 17 I 11 � �'/� 24 12 IN ✓, �, 7 13 ,� Mill �,��1��►1�� I ` 17 . . . . .. . . . . 1 Test Tank for Water Tightness 0 6-- -a.- (3 } Fill Line �-z� Cap all connection points with 4"cleanout plugs using pipe thread Remove covers. For base unit testing fill with water to just sealant or tape approved for use with plastics. above the highest connection. Inspect unit,connections and gaskets for leaks.Check water level at specific time intervals per local code. 00 Have a Leak? ® Call customer care at 913-951-3300 Hours 8am-5pm CST, M-F 2 Excavate Burial Pit GRA E ONLY 18" ® 18" 12" � 12"or more Excavate hole at least 18" larger than interceptor on all sides and 12"deeper than tank bottom. Lay a level bed of well-packed, crushed aggregate(approximately 3/4"size rock or sand,with no fines) in the base of hole. page 5 of 12 Schier I GB-500 Installation Guide 3 Set Up Outlet Diffuser and Install Cleanout Plugs 0 Choose outlet location. A& Side Outlet: Straight 0 0 Go to Step 3b. ® OR Through: Go to Step 3c. 13'" 0 Reposition outlet diffuser(side outlets only) FOR I \ ^ o Remove safety star insert, leave tethered to unit. Unscrew diffuser retaining nut and remove outlet diffuser. Rotate diffuser toward chosen outlet, insert and hand tighten retaining nut. ® Cap unused connections(all configurations) OR OR O__ s (a OR e Screw in provided 4"cleanout plugs using pipe thread sealant or tape approved for use with plastics. Do not cap the inlet or outlet connections attached to the diffusers. page 6 of 12 Schier I GB-500 Installation Guide 4 Install Inlet Diffuser Components Note to Plumbing Inspector This interceptor includes certified internal flow control and does not require a dedicated"Flow Control Vent"(air intake). A Flow control is not pre-installed on this unit. • If dimension "A" is 13 feet or less no flow control is needed, go to Step 5, Connect Piping. • If dimension "A" is more than 13 feet, or a high flow/in- creased head pressure condition exists, follow Steps below. 0 Install flow control Unit with 4" Diffusers del Unit with 6" Diffusers ORFlow Control Before Plate connecting piping ® and burial,fasten ° retainer pin flow control plate a' ® to inlet bulkhead ° Inlet ® receiver fitting using ° slot Supplied screws. cs'" Bulkhead Fitting / Holes in plate must line up with pre-drilled holes in bulkhead fitting and grooved side of plate must face the unit. Remove Safety StarO insert and remove flow control cartridge from the parts bag.Slide flow control cartridge into top of inlet diffuser and rotate clockwise until cartridge drops onto the retainer pins.Continue rotating clockwise until pins are fully seated. 0 OPTIONAL:install extension handle For easy flow control cartridge removal in deep burial installations,1-1/2"PVC SCH. 40 pipe may used as an extension handle. Before risers have been installed, cut pipe to length and attach to top of PVC cover using PVC primer/cement. Extension handle length should be about Finished installation 12"shorter than total riser height. showing optional extension handle c page 7 of 12 Schier I GB-500 Installation Guide 5 Connect Piping Install plain end fittings 4"FPT 4"Plain End Screw plain end fittings(included) into bulkhead fittings using pipe thread sealant or tape approved for use with plastics.6"connection types come pre-installed from the factory. 0 Connect interceptor to drain lines BELOW GRADE � BURIED INSTALLATION FLOOR BELOW INSTALLATION Vent per local code Inlet Outlet O■ COUPLING DETAIL ® Kitchen floor Add this vent if unit is installed one or more floors below the fixtures being served 2-Way Flexible coupling cleanouttee Plain end fitting O --- Bulkhead fitting Place unit into final position and set level. Mechanically couple inlet and outlet drainage lines to unit. Do not solvent weld. Ensure all upstream fixtures are trapped.Vent per local code. Installation of 2-way cleanout tees to grade(by others)is recommended for buried installations. page 8 of 12 Schier I GB-500 Installation Guide 61nstall AGS2 Above Grade Kit (sold separately) ONLY The wet weight of the interceptor combined with high temperature kitchen water creates Above Grade Support Kit-AGS2 the potential for tank deformation in above grade installations. In these situations Above Grade Support Kit model AGS2 is required to be installed to maintain GB-500 structural Q integrity. ® 4 7Wet or Air Test Piping Per Local Code DO NOT AIR TEST UNIT OR RISER SYSTEM! Have a Leak? Call customer care Doing so may result in property damage,personal injury or death. at 913-951-3300 Hours 8am-5pm CST, M-F page 9 of 12 Schier I GB-500 Installation Guide 8 Bring Covers Flush-to-Grade GRADE ONLY The GB-500 is ready for burial depth of 49-1/2"from finished grade to bottom of tank(or 10-1/2"to centerline of inlet). Deeper burials will require extending the cover adapters and possibly adding risers. 0 Measure dimension X to determine riser height needed. 0 Install risers if required X Riser Height Risers Needed Required ® 0"-4" None(use adapter) >4"-34" FCR2(x2) >34"-64" FCR2(x4) >64"-94" FCR2(x6) See instructions included with FCR2. 0 Make final cover adapter adjustments � M Loosen the cover adapter upper band clamp COVER ADAPTER ADJUSTMENT DETAIL using 7/16"nut driver bit.Adjust cover adapter heights as needed. Maintain a minimum cover 2-1/2"insertion depth.Tighten upper band safety star clamp to 5-8 ft. lbs.of torque using 7/16"nut access restrlctor driver bit. If required,cover adapters may now be tilted up to 101 in any direction using gasket cover adapter flexibility. Gasket Upper band clamp ------------------------ - 2-1/2"minimum Lower band clamp Interceptor accessway page 10 of 12 Schier I GB-500 Installation Guide 9 Install Anti-Flotation Anchor Kit GRA E ONLY If the installation location is in a high AK1 INSTALLATION (1)AK2 INSTALLATION water table or at risk area(including but (2) not limited to tidal surge areas, floodplains and areas that receive storm �� /i% water)the GB-500 must be installed �� with either(2)Schier model AK1 anchor kits or 1 model AK2 anchor kit(with deadman anchors by others). Deadmen anch rs Model AM (by others) anchor kits 10 Backfill and Finished Grade GRA E ONLY Backfill DO NOT COMPACT BACKFILL 0 _ Fill unit with water for stabilization and float-out prevention. Backfill evenly around tank using crushed aggregate(approximately 3/4"size rock or sand with no fines)or flowable fill. Do not compact backfill around unit. Pour concrete slab to finished grade TOP VIEW is y is min min I Rebar IT----T--1--7-------r--i-- --11 1s�� . . Concrete Slab L__-- II min !� Rebar I min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o o o 0 o o o o o o o o o 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o o o 0 o o o o o o o o o 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vehicular Traffic Areas: Minimum 8"thick concrete slab with rebar required.Thickness of concrete around covers to be determined by specifying engineer. If traffic loading is required the concrete slab dimensions shown are for guideline purposes only.Concrete to be 28 day compressive strength to 4,000 PSI. Use No.4 rebar(o 1/2")grade 60 steel per ASTM A615:connected with tie wire. Rebar to be 2-1/2"from edge of concrete and spaced in a 12" grid with 4"spacing around access openings. Pedestrian Traffic or Greenspace Areas: Minimum 4"thick concrete slab with rebar required. page 11 of 12 Schier I GB-500 Installation Guide SERIES INSTALLATIONS For lower flow rates and higher grease Rated Grease Capacities storage requirements. Piping between Top View of 4 GB-500 Units Piped in Series for Units Piped in Series units and two-way cleanout tees by others. ;10 O O No.of Removal Efficiency Below grade installations:All units Units 100 GPM in Series 95.3% must be level in the excavation pit. OONote that downstream units must be 2 6,096 lbsburied 2" deeper than the adjacent, 3 9,144 Ihs. upstream fixture. Two-way cleanout o-way cleanout tee extended to grade 4 112,192 lbs. tees extended to finished grade (provided by others) should be installed before the first unit inlet, after the last unit outlet and in between units (if there is a long run of Side View of 3 GB-500 Units Piped in Series pipe between units)for line cleaning purposes. 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O O O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N \ N N N \ \ \ \ \ \ \ \ \ N \ \ \ \ \ \ \ \\\\\\ \ \ \ \ \ \ \ \ \ e•I \ \ \ M M M M M M M M M \ M M M M M Of O � Of Of Of Of Of Of � � � n n n n n e•I � � � N N N N N N N N N � e•I e•I e•I e•I e•I N N N \\\\\ \ N N N \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ o o o O O O O O O O O O � e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M\NNOf \NNO \NNO \NNVf \NNn \NNe•I \MNM \MNM \NNa \NOVf \NOM \NOa \NOa \NOW \NOW \MN� \NON \NO1l1 \NO1l1 \ONee••II NONe•I NONe•I NONe•I MONe•I MONe•I MONe•I \teD•I \teD•IMN nNOMOM \ON \ON ON n n NN Me•I by�b O O O O O O O O O O O c O O \ \ e•I N � e•I S e•I N N N N M e•I e•I N N N N N N N N \ V n n n n n n W W W W W W W W W 0\t m m m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e\•I e\•I e\•I � N e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I e•I �j C Ol tl0 O O p p O p p O p p O p O m m O m m O m m O m Vf C '6 O F F M F F O F F O F N V m n O Ol V e•I I� Ol O Oa N \ `-' N e•I W Ol V N o N N N N __ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a O O O O O O O O O O O O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 o M o 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 N m 0 0 0 0 o N o 0 0 o O n o 0 o N o 0 0 00 v oo .•i o v o vi ri o v vi ri oo N ri a ai .•i N M ai oo v v N r o ri o a N m .•i M vi .•i vi v o ri N Vf a b a M 0N am N M w 0w N I� N e•I N Vf Vf I� 0 a b O O M a V 00 n 0 O 00 e•I a n c O 0 M N n M O Vf N Vf b N a N "t -t 00 N a Of Vf O a b - a b N n M O 0 a N I� b N a M N M eti M M a eti eti N eti I� Ol a Vf M Vf Vf W Ol M e•I W N e•I e•I a M a tD .... ............ e•I e•I .... .... !y .... .... .... .... .... .... 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C C C C C p C C C 6 C 6 N C C 6 C 0 O e•I N M a Vf b n 00 0 O e•I e•I M a Vf b n 00 0 O e•I N M a Vf b n 00 0 O e•I N M a Vf b n C a M M M M M M M M M M a a a a a a a a a a n n n n n n n n n n o0 00 00 00 00 00 00 00 0 00 00 0 0 0 0 C C C C C C C C C C C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u m u u u u u u u u u u u V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V L V N n O 0 N 00 N b 00 N a 00 N Vf 0 b O N N O n 00 M N n O N n N M a a a N 0 00 w I� n Vf 00 0 O Vf 00 I� Vf Vf M M M 0 N N n a a N Vf Vf M M Vf Vf Vf M I� n b b b n 00 I� 00 00 Vf w O M o0 I� 0 00 0 O 0 a N a Vf b n 00 I� 000 N N N e•I N N e•I N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N M N Z N N N N N N N N N N M O 00 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O F 0 0 0 0 00 00 0 00 V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V Q V V V V V V V V V V V a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a 3 o ` z z m m ` a a a o cc a c O O C C O N co co Oi b F F 00 I� n VNf W N N 00 Of Of e•I N N N N N W ('J () Z Z Z Q a V V � uZi V O Z Z � Z Z O Z V O a V F W Z F F V a O a a c d c d d c '" a °• o � £ a , s o 0 3 � V u m o •�_ a c LL=o z 0 e•I G N n N y N N V V V V V V V V N M a M N o N N M M M M 0 00 0 V V V V a a a a O O O C w y y O y a E w w a E w o w o `o `o m o v O 13 0 0 o w a z z z N d O N N N N O \ q a m N N N N N N 0 a �0 y N N N N pp d O O N e �+ O O O O q 00 N M L £ \\\N Y C L eml eNl M N V y a V F a C u N N N N N N O N O 3 Q '° 0 N 0 0 0 O a�i O m c m O M — g O M n C m 0 W V N N 0 d N N N N N tD O M I� b O O O O O N O Vf O I� O O O O O a pNf n M M tcaD Q O M O O 11 a N N N C N a N N R S L V O NNNN N N N N N N Z O O 3 ' a a Z =o 3 z — z c V V Z 3 m V Z O Q C m C C a � a � w � 0 3 � o o0 a o 3 V R W m o a aY a a to to L Gm p to m y a M y 0 = �' S s c o c y too � c c .a ` a E x 3 F z �i C m m v� a a 0 a 0 0 0 0 0 to m m m m m u O Q 0 0 0 0 0 N N 0 a a N oo m o0 Z N N N O a V V V V a a a a OWNER CONTROLLED CONTINGENCY LEDGER FL KEYS MARATHON AIRPORT NON-AERONAUTICAL USE BUILDING (EOC) Initial Contingency Amount: $955,613.00 Total Debits Total Credits Total Adjustments to Date: C''!46 i'17 .3(0 $341,448.73 ("m88 ,936 "53) $ - Current Contingency Balance: $409,125.20 *E IOII designates PCA as an Error or Omission on Designer V Illu I � Illu a a m m m Initial Budget 0.00 :' 0.00% ' $955,613.00 This is a cost change to the Project Contingency to add a GPR survey of the site prior to underground utilities installation beginning in order to locate potential unknown utilities that are not shown on the contract documents. Contract time is not impacted. 10/05/22 (6,500 CC) ' -0.68% - $949,113.00 This is a credit change to Contingency for all work related to RFI 121,dated 10/12/2022,to document the email correspondence with Cardno that the injection well casing is only required to be 60'deep,not 120'deep per C-008. The total depth drilled will remain 120' but the casing is only required for 60'.Also,the material of the casing is acceptable to change to Schedule 80 PVC in lieu of DIP (ductile iron pipe). 12/08/22 12,000.00 1.26% _ $961,113.00 This is a cost change to Contingency for RFI 113,dated' 09/21/2022,to add window shades at the exterior windows in room 235 and 262 that were not previously calling for shades. Reference sketch included in RFI w response; 12/08/22 ( m030) -0.22% $959,019.50 This is a credit change to Contingency for RFI 124,dated 10/06/2022 to document the variance between ID-202 and A-131 on the mirror manufacturer and the decision to go with the Bobrick B-165 series mirrors due to the cost savings to the Owner over the Renwil,vered mirrors. 12/08/22 16,455.00 1,72% _ $975,474.50 This is a credit change to the Contingency per RFI 151, dated 12/08/2022,for the Owner request to change all countertops in Food Prep room 260 from Quartz to Stainless Steel. u 12/16/22 5,330.00 0.56% $980,804.50 This is a cost change to the Contingency to fund the FKEC fee worksheet for the electrical primary service. 01/10/23 (10,014.32) ' -1.05%_ $970,790.18' This is a cost change to the Contingency to fund the City of Marathon Utilities Force Main worksheet fees. 01/10/23 (27,663,63) i ' -2.89%' $943,126.55 OWNER CONTROLLED CONTINGENCY LEDGER This is a credit change to the Contingency for changes from submittal 084113-1,dated 12/01/2022,to change the 1203 window from an insulgard ballistic window to a standard YKK interior storefront window,and to change door 218 from a double door to a single door with a sidelite due to a conflict between the corridor width and the required width for an insulgard double door. I a 01/23/23 14,607.00 1.53% $957,733.55 This is a cost change to the Contingency for ASI 01,dated 11/28/2022,for:+ -The changes to the primary electrical routing and equipment for the building's power per FKEC requirements,and -The addition of the quick-connect equipment to add the ability to connect a portable load bank.' •� 02/14/23 (65,712M) -6.88% ; $892,021.55 This is a cost change to the Contingency for RFI 154,dated 02/02/2023,to change doors 202&203 to Ambico ballistic hollow metal (HM)frames since the specified Insulgard HP500 ballistic door system required the doors to be outswing,which conflicted with the hallways. Ambico doors can accomodate an inswing to match the floor plan intent. 02/14/23 (870 CC) -0.09%; $891,151.55 This is a cost change to the Contingency for RFI 115,dated 12/05/22,to expand the chase in roomi219C and add chases in rooms 254& 251 for the vertical storm piping drops from the roof drains down to underneath the 1st floor slab.' 02/14/23 (1,282.CC) ; -0.13%1 $889,869.55 This is a cost change to the Contingency for RFI 111,dated 10/03/22,for updates to A-132&A-133 clarifying quantity and locations of bathroom accessories. 02/14/23 (1,50100) -0.16% . $888,366.55 Hill IN This is a cost change to the Contingency for RFI 164,dated 02/14/2023,to increase the depth of the dumpster enclosure per revised sheets A-001 and A-030 to meet the dumpster size and clearance requirements. Dumpster enclosure CMU walls that have already been constructed will be removed,foundation will be extended to support the increased depth,and the CMU walls will be re- constructed. )JICr ' ,CC) 1 -1.10% $877,871.55 This is a credit change to the Contingency for RFI 173, dated 01/19/2023,to eliminate the Masterseal 581 waterproofing noted in the details for the dumpster enclosure.The dumpster enclosure walls will have a standard stucco finish. 02/14/23 1,581.00 0.17% ' $879,452.55 OWNER CONTROLLED OWNER CONTROLLED CONTINGENCY LEDGER This is a cost change to the Contingency for RFI 194 Stairwell doors hardware and fire rating changes to meet fire and FEMA 361,dated 03/20/2023,to change the door hardware specified for doors S102B and 5103 per manufacturer requirements in order for the doors to meet both a FEMA 361 rating and a 2hr fire rating. Separately,this RFI also updated all other stairwells doors from 1hr to 2hr and all glazing in these stairwell doors from 45min to 90min rating.There is no cost associated with these latter upgrades. 04/18/23 (5,875100) -0.61%; $819,533.55 This is a cost change to the Contingency related to Submittal 280537-1.2 to change the bi-directional antenna from a Yagi antenna (model#BDA-YDA763869-14-1)to a Westell panel antenna (model#CS03-777-999) This change was recommended by the BDA vendor,and reviewed and approved,by Monroe County because the panel antenna is tested and rated for a ihigher wind MPH than the'yagi antenna. 04/18/23 )1,582.00) ; -0.17%_ $817,951.55 This is a cost change to the Contingency related to RFI 188, dated 03/06/2023,to demo part of the retaining wall just northwest of GL 9 to provide more turning radius availability for when trucks or equipment drive up the access ramp and need to turn left 05/09/23 (3,8 Il 00) ; -0.40%. $814,110.55 This is a cost change to the Contingency related to RFI 199, dated 05/09/2023,to extend multiple P1 and P9 walls to the underside of the roof deck(framing, iso,and drywall extended)that were originally called to terminate at the ceiling.This change enhances sound transfer reduction between corridors,building areas,and offices.' 05/09/23 (80,1.1400) -8.38%; $733,996.55 This is a cost change to the Contingency related to RFI 198, dated 04/11/2023,to add beacon lights on the top of the building per request from the Monroe County Building Department.This includes eight(8) FAA-approved beacon lights positioned at the building corners and along the roof perimeter. 05/09/23 (18,634.00) _ -1.95% $715,362.55 OWNER CONTROLLED CONTINGENCY LEDGER This is a cost change to the Contingency related to RFI 209, dated 05/09/2023,to confirm the additional stucco and Masterseal 581 waterproofing intended for the CMU walls at the Outside Seating 263,Ground Level Lobbies 101& 102,and,ground'level electrical chases.This RFI also covers documenting stucco CJ layout and the final sizes of the electrical chase walls and required MAT4 foundations to encapsulate all electrical conduits from the Level 1 to the site. Cost previously being tracked for RFI 132 regarding the chase walls size increasing is included/;covered by this RFI 209 response and pricing. Cost previously being tracked for RFI 200 regarding the ground level lobbies wall types is included/covered by this RFI 209 response and pricing. 05/11/23 (76,311 00) :' -7,99%' $639,051.55 This is a cost change to the Contingency related to RFI 204, dated 04/27/2023,to add a CIP parapet wall on top of RB- 48 to form the south parapet wall for the roof section over the generator room 245.Nil 1 05/12/23 (1,840 CC) -0.19% ; $637,211.55 This is a cost change to the Contingency related to RFI 193, dated 03/27/2023,to add (2)additional data drops to each of the consoles in Dispatch 235per request from the MCSO.This increases the drops from 8 to 10 at each console. 05/12/23 )3m 3.CC) -0.88% ; $628,803.55 This is a cost change to the Contingency related to RFI 189, dated 03/20/2023,for the clarification that the the two(2)water fountains,tagged E27 on the Architectural sheets,are intented to be the model Elkay EZWS-ERPBM28K,which are recessed units with a bottle filler, not the Elkay LZSTL-8-C tagged EWC-1 on the plumbing sheets and schedule.This includes minor electrical changes for in wall rough in and the addition of a chase wall at water fountain wall between Restrooms 255&256.nil 111 05/15/23 (11,867,00) -1,24% $616,936.55 This is a cost change to the Contingency related to responses to Submittal 274100-1 and Submittal 274100-2. Submittal 274100-1 response provided model changes for mutiLSubmittal le AV equipment including speakers,antennas, ones, processors,amplifiers etc. 274100-2 response changed the mini-PC 'from HP to Lenovo models based on Monroe T submittal review and preference. 05/18/23 (14,905,00) :' -1,56%' $602,031.55 OWNER CONTROLLED CONTINGENCY LEDGER This is a credit change to the Contingency related to RFI 178,dated 03/02/2023,to furnish and install a Rain Flo MiniGen03 Ozone Generator in lieu of the Rainflo UVS-25 Filtration system for the 5,943 gallon g gpjggg Rainflo water tank per the updated P-203 sheet. 05/19/23 1,749.00 . 0.18% $603,780.55 This is a cost change to the Contingency related to RFI 183, dated 03/27/2023, updating the perimeter soffits and ACT ceiling details in rooms ICC 219 and Dispatch 235,including changing of light fixture;layout,quantity and type,and also updating the F2 cove lighting in;Facility lRestrooms 255 and 110, 256. 06/01/23 (13,142.80) -1.38% $590,637.75 This is a cost change to the Contingency related to RFI 197, dated 04/28/2023,to change the TEF-1 grille to a FPA/NOA rated louver since it is located in an exterior soffit.The TEF- 1 fan is located above ceiling in room Security 202. 06/01/23 (1,210 CC) -0.13% $589,427.75 This is a credit change to the Contingency related to Submittal 095100-1 response,dated 05/17/2023,to change to the acoustical ceiling tile throughout the building from Armstrong(originally spec'd manufacturer) Uan kfon (equivalent manufacturer). 06/07/23 17,030.00 1.78% ' $606,457.75 a cost change to the Contingency related to RFI 177, 05/09/2023,to add three(3)structural mounts per SSK-008 on the roof for attachment points for as. 06/08/23 (10,264.00) 1 -1.07% $596,193.75 This is a credit change to the Contingency related to Submittal 113013.2-1 response,dated 04/13/2023,to change multiple elements of the residential appliances including the under counter ice makers manufacturer,and changing the hood in Food Prep room 260 to a'residential hood with a roof vent instead of a commercial hood with a roof exhaust fan'. This CCR also includes a credit for the 3-compartment sink in Food Prep room 260 that 1111 included, but will be furnished and installed by the Plumbing subcontractor. ® 06/08/23 13,201.00 1,38% $609,394.75 This is a credit change to the Contingency related to RFI 208,dated 05/16/2023,to change rooms 244- Mechanical Yard and 245- Emergency Generator Room from VCT-1 to bare concrete,and rooms 238 A/B- Electrical Rooms and Room 243 Plumbing from VCT-1 to SC-1,and room 239- UPS room from VCT-1 to ESD-2. 06/08/23 8,846.00 0.93% ' $618,240.75 OWNER CONTROLLED OWNER CONTROLLED OWNER CONTROLLED CONTINGENCY LEDGER This is a cost change to the Contingency related to RFI 233, dated 06/26/2023,to remove the ceiling in room 239-UPS Room to accommodate large amounts of conduit.The acoustical ceiling tiles will be eliminated and the exposed ceiling structure will be painted. In addition,the lights will change from a C1&C1E type fixture to a D1 &ME type fixture to match the other exposed areas. 07/27/23 )2,044 C) ; -0.21% $568,922.25' This is a cost change to the Contingency related to RFI 191, dated 05/10/2023,to adding power via dedicated receptacles with GFCI breakers from panel ESP for each elevator sump pumps alarm panel that will be located in their respective ground level lobby. 07/31/23 (4,930,M) -0.52%' $563,992.25 This is a cost change to the Contingency related to Submittal 263213.13-2.1 Diesel Emergency Engine Generators Exhaust System SD's-AAN,dated 07/05/2023, to provide two generator exhaust stacks per generator per the generator manufacturer) in lieu of one stack per generator as shown on the contract documents. 08/03/23 ( 3,335M) -1.40% $550,607.25 This is a cost change to the Contingency related to RFI 256, dated 07/31/2023,to add medium texture primer to all three stairwells walls,ceilings,and underside of the stairs and landings.This RFI also clarified for all stairwells to have P4 epoxy paint, 08/03/23 )12r227,00) -1.28% $538,380.25 This is a cost change to the Contingency related to RFI 246, dated 07/14/2023,to furnish and install an anodized aluminum break metal to cover the embeds and gap at the outdoor seating area as depicted in detail#2 on sheet A- 311. 08/14/23 (3,740,M) -0.39% $534,640.25 U254 credit change to the Contingency related to RFI ted 07/31/2023,to change the storm laterals storm structures 5-10 and S-8 from DR14 pipe to pipe. 08/15/23 1,334.00 + 0.14% _ $535,974.25 This is a cost change to the Contingency related to Submittal 323113-1,dated 07/18/2023,to furnish and install a double swing gate for access at the SE corner of the side for FKEC access to the transformer and other maintenance access to this area. 08/23/23 )3,025 CC) -0.32% $532,949.25 This is a cost change to the Contingency related to RFI 245, dated 07/18/2023,and Submittal 260923-1.1,dated 08/08/2023,clarifying lighting controls!requirements throughout the building which included additional control devices in the breakout conference rooms off of the ICC, the Command Conference Room,and Sleeping Rooms and multiple offices. ®� 08/24/23 ( 3,537,00) :' -1,42% $519,412.25 OWNER CONTROLLED CONTINGENCY LEDGER This is a cost change to the Contingency related to RFI 244, dated 07/17/2023,to furnish and install additional dedicated power and data for the copy machine located in Room 289. 08/24/23 (4,26&00) : -0.45%_ $515,144.25 This is a cost change to the Contingency related to RFI 263, dated 08/23/2023,to install a drywall bulkhead and "shadow box" between Columns 1-13.2 and 1-Clin room 227 to transition the lower ceiling height at10'AFF'to the top of W14 window elevation at 12'AFF. 08/28/23 (1,582.00) _ -0.17% $513,562.25 This is a cost change to the Contingency related to RFI 264, dated 08/25/2023,to furr out the P5 wall behind the two (2)dryers in room 268 in order to accommodate concealing the two (2)4" round ducts inside the wall that connect to the in-wall dryer box for connection to the dryer's vents. In addition,two lint traps will be added in the wall above the dryers to prevent lint clogs in the exhaust duct due to the long route to the exterior wall louver. 08/28/23 )661 00) ' -0.07% $512,901.25 This is a cost change to the Contingency related to RFI 262, dated 08/23/2023,furnish and install an A-50 supply grille in Shower Room`265 to match the other 3 Shower Rooms 267,269 and 271. This grille should be fed from the 12x10 supply duct downstream of VAV-04 above ceiling in the adjacent room 264. 09/06/23 (1,226 CC) ' -0,13% _ $511,675.25 This is a cost change to the Contingency related to RFI 236, dated 07/11/2023,to furnish and install additional acoustical wall panels(AWPs) in Dispatch 235 for enhanced sound absorption. 09/22/23 )2, 75 CC) : -0.26%_. $509,196.25 h lid This is a cost change to the Contingency related to RFI 265, dated 09/05/2023,to frame a shadow box soffit along the west wall of room 262 in order to trasition from the 10'AFF ACT ceiling to the 12'AFF top of window elevation. 09/25/23 )7m2 ..00) -0.13% $507,975.25 This is a cost change to the Contingency related to Submittal 211313-1.4,dated 06/08/2023,for re- engineering/re-calculating work for the fire sprinkler system after it was already complete and submitted for permitting due to the FKAA(water utility company)water main flow and pressure changes throughout the keys. Revised flow tests data and revised calculations for the fire sprinkler system were required,as well as multiple corridination meetings with the Fire Marshal 09/25/23 )7212.00) ' -0.75% $500,763.25 This is a cost change to the Contingency related to RFI 268 dated 09/19/2023,to add traversing sidewalks and hardscape area, increase the granite gravel thickness to 4" and add geotextile fabric underneath all gravel at the ground level,and to add (2) removeable bollards at the top of the vehicle ramp. 09/25/23 )79,12 40) -8.28% $421,639.85 OWNER CONTROLLED OWNER CONTROLLED CONTINGENCY LEDGER This is a cost change to the Contingency related to RFI 266, dated 09/21/2023,to furnish and install framing and Hardie board at the exterior canopies in order to conceal the exposed roof fasteners and upgrade the finish under the two canopies 10/23/23 (28,C C,00) -2.94% $328,108.75 This is a cost change to the Contingency related to RFI 220, dated 06/15/2023,to provide power to the grease interceptor alarm and communicator at the ground level mounted on a column near the vehicle access ramp to be within close proximity of the grease interceptor tank,and to provide power to the sanitary holding tank alarm and float switches that will be mounted on the utility rack next to the lift station. a 10/27/23 )9,956 CC) -1.04% $318,152.75 This is a cost change to the Contingency related to PR 01, dated 08/11/2023,to install a concrete platform for the MTS and quick connect electrical gear that sits outside of w the building.id 10/30/23 )113,65 00)' 11.89%; $204,500.75 This is a credit change to the Contingency to move all of the realized Sales Tax Savings to-date into Contingency. See attached ODP log for reference. a 10/30/23 231,103.73 24.18% $435,604.48 This is a cost change to the Contingency related to Submittal 260526-2.1,dated 10/19/2023,for the grounding system underneath the access flooring in ICC 219 and Rooms 203,221,223,225,and 227. 10/31/23 )9m91..CC) 0.88°% ; $427,173.48 IBM This is a cost change to the Contingency related to purchasing and installing the independent meter can required by FKEC for the permanent power service.This independent meter required a unistrut stand and rough in to the secondary termination enclosure. 4 10/31/23 (2,64100) -0.28% ; $424,530.48 This is a cost change to the Contingency related to RFI 286, dated 11/08/2023,to add an accent color paint(color: Cicely 74-B-2T)to the smooth section of exterior wall of the public stairwell S 203 above and below window W02 in lieu of leaving it the same color as the rest of the stairwell 11/10/23 )1,255 CC) ' -0.13% _ $423,275.4s ' This is a cost change to the Contingency related to RFI 282, dated 11/15/2023,to document the owner requested purchase of a sludge pump to facilitate the transfer of solids from the sanitary holding tanks to the lift station. Thre goal of this would be to be able to eliminate the need for a pump truck during storm events. 11/17/23 )1m7 129) -0.19% $421,494.20 This is a cost change to the Contingency related to RFI 283, dated 10/31/2023,to change the manufacturer of multiple pieces of the irrigation system to Rainbird in lieu of K-rain for ease of local replacement sourcing of parts and maintenance preference. a » 11/27/23 0,375 CC) -0.46% : $417,119.20 OWNER CONTROLLED CONTINGENCY LEDGER This is a cost change to the Contingency related to RFI 295, dated 11/27/2023,to furnish and install ceiling mounted PIR RQE devices for doors 101 and 102 since they were not able to be furnished with built in RQE devices in the door hardware due to the requirements of the manufacturer to meet ICC 500 and FEMA 361 ratings 12/07/23 (3,094.00) _ -0.32% $414,025.20 This is a cost change to the Contingency related to RFI 284, dated 11/16/23,to furnish and install an 8"thick reinforced concrete slab over the grease interceptor due to its location in a the parking lot where it will be subject to vehicular traffic. 12/11/23 ( mSC CCU -0.51% $409,125.20 ,W,m