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Release of Contingency Funds #048 BOARD OF COUNTY COMMISSIONERS County of Monroe . Mayor Craig Cates,District I The Florida Keys Mayor Pro Tem Holly Merrill Raschein,District 5 h Michelle Lincoln,District 2 James K. Scholl,District 3 David Rice,District 4 Memorandum DATE: 07/25/2023 TO: BOCC Digitally signed by Kevin Kevin G. G.Wilson,P.E. FROM: Kevin G. Wilson, P.E. Wilson, P.E. 20:OOA2204'00'S SUBJECT: Release of Contingency Funds Included with this memo is the proposed Release of Contingency Funds 448 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 $7,987.00. 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. County of Monroe ✓ ;, i BOARD OF COUNTY COM'IIISSDQONER s I,Ia or Craig,Cates,District 1 The Florida Keys 1',Ia�ror Pro Tem.Holler 10,1erroll RascE*,in„lDistr�ict 5 f lAic&he1Le Lincoln,District 2 Jeunes K. schoEl„District 3 a Da-47id Rice,District 4 MEMORANDUM DATE: 7/13/2023 TO: County Administrator THRU: Director, Project Management 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 $ 7,987.00 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 Submittal 107516-1, dated 06/02/2023, to provide power to the flagpole light via 20A spare circuit on panelboard LP-30, and to add the flagpole to the grounding ring around the building. Digitally signed by Marshall Marshall Quarles Mickey („�i tt Digitally signed by Mickey Pruitt Date:2023.07.13 1 1:57:26 Date:2023.07.24 10:52:04-04'00' Quarles -04'00' Ajax Building Company Architects Design Group Digitally signed by Cary Knight Digitally signed by Kevin G. Cary Knight Date:2023.07.2411:10:43 Kevin G. Wilson, P.E. Wilson,P.E. -04'00' Date:2023.07.27 14:20:29-04'00' Cary Knight,Director of Project Management Kevin Wilson,Assistant County Administrator OWNER CONTROLLED CONTINGENCY LEDGER FL KEYS MARATHON AIRPORT NON-AERONAUTICAL USE BUILDING (EOQ Initial Contingency Amount: $955,613.00 Total Debits Total Credits Total Adjustments to Date: ($382, 4 75) $100,753.00 ($483, 9 75) Current Contingency Balance: $572,767.25 *EO designates PCA as an Error or Omission on Designer Ir � Ir Initial Budget I 1 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 (6,500M) -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% $961113.00 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 response. 12/08/22 (2,09150) -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 OWNER CONTROLLED CONTINGENCY LEDGER This is a credit change to the Contingency per RFl 151, dated 12/08/2022,for the Owner request to change all countertops in Food Prep room 260 from Quartz to Stainless Steel. 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 (10,01432) -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 (27,6616 $943126.55 3) 2.89% _ 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. 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. 11,511m 02/14/23 (65,712.00) -6.88% - $892,021.55 This is a cost change to the Contingency for RF1 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 accomoclate an inswing to match the floor plan intent. 02/14/23 (870g00) -0.09% - $891,151.55 This is a cost change to the Contingency for RFl 115, dated 12/05/22,to expand the chase in room 219C and add chases in rooms 254& 251 or the vertical storm piping drops from the roof drains down to underneath the 1st floor slab. 02/14/23 (1,282 00) -0.13% $889,869.55 OWNER CONTROLLED CONTINGENCY LEDGER This is a cost change to the Contingency for RFl 111, dated 10/03/22, for updates to A-132 &A-133 clarifying quantity and locations of I PA bathroom accessories. 02/14/23 (1,50100) -0.16% $888,366.55 HIM This is a cost change to the Contingency for RF1 164, dated 02/14/2023,to increase the depth of the clumpster enclosure per revised sheets A-001 and A-030 tol meet the clumpster 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, (10,495M) -1.10% - $877,871.55 This is a credit change to the Contingency for RFl 173, dated 01/19/2023, to eliminate the Masterseal 581 waterproofing noted in the details for the clumpster enclosure.The clumpster enclosure walls will have a standard stucco finish. 02/14/23 1,581.00 0.17% $879,452.55 MIN This is a credit change to the Contingency for eliminating the BP 05.01 Scope requirement to furnish and install two (2) elevator pit access ladders,since the BP 14.01 Elevator subcontractor will furnish and install their own ladders which they have included, 03/07/23 1,390.00 0.15% $880,842.55 This is a cost change to the Contingency for the work related to RFl 167, dated 01/03/2023, to install a 6" trench drain system between the planters on the west elevation of the building, and tie the trench drains into the site storm system at Structures S-1 and S-3.This includes required core drilling work to run the drain between the different sections of the planters. 03/07/23 (15,077M) -1.58% $865,765.55 OWNER CONTROLLED CONTINGENCY LEDGER This is a cost change to the Contingency for RFl 133, dated 12/27/2022, to change multiple exterior walls at the mechanical yard and generator room to CMU walls in lieu of tilt panel walls due to constructibility issues with being able to set the tilt panels with the roof beams and precast joists in place.This includes adding stucco to these CMU walls. 03/24/23 (14,381-00) 1.50% $851,384.55 - This is a cost change to the Contingency for RF1 159 dated 03/14/2023 to increase the circuit breakers in panel ELDP and increase the wire size for the elevator pumps based on increased HP requirements per the manufacturer. 03/24/23 (720M) -0.08% - $850,664.55 MANI This is a cost change to the Contingency for RFl 169, dated 01/16/2023, to provide an additional disconnect and point of connection to the ACCU-3 condensing unit based on electrical requirements provided by the manufacturer in submittla 237313-1.2. There will now be (2) 60amp disconnects and (1) 30amp disconnect for ACCU-3 in lieu of (2) 100amp disconnects. 04/06/23 (4,475.00) -0.47% - $846,189.55 This is a cost change to the Contingency for RF1 158, dated 02/27/2023,to add 3 biometeric readers to doors 243, 25313, 277 for access control and to delete the camera in Storage room 233.This includes all infrastructure, devices, and licenses for the added readers and door hardware changes to make these doors electrified. 04/06/23 (20,781-00) -2.17% $825,408.55 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 S103 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 (5,87l ) =0.61% $819 533.55 lull IN 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 higher wind MPH than the yagi antenna. 04/18/23 (1:b'!111�1 001111 lull =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 k V 05/09/23 ( ,8 1.00) =0.40% $814110.55 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 (5 ,1.1AOO) =8.38% $733,996.55 OWNER CONTROLLED CONTINGENCY LEDGER 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 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. n 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 11" the generator room 245. 05/12/237bSh.7u -0.19% $637211.55.1,M1111 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 235 per request from the MCSO.This increases the drops from 8 to i10 at each a console. g5/12/23 SN C3.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. ^ 05/15/23 (11,867.00 -1.24% $616,936.55 OWNER CONTROLLED CONTINGENCY LEDGER 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 mutiple AV equipment including speakers, antennas, microphones, processors, amplifiers etc. Submittal 274100-2 response changed the mini-PC modules from HP to Lenovo models based on Monroe County IT submittal review and preference. 05/18/23 (14,905.00) -1.56% - $602,031.55 This is a credit change to the Contingency related to RFI 178, dated 03/02/2023, to furnish and install a RainFlo MiniGen03 Ozone Generator in lieu of the Rainflo UVS-25 Filtration system for the 5,943 gallon 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 Restrooms 255 and -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- I fan is located above ceiling in room Security 202. 06/01/23 (1,210 00) -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)to Rockfon (equivalent manufacturer). I IN N 06/07/23 17,030.00 1.78% $606,457.75 This is a cost change to the Contingency related to RFI 177, dated 05/09/2023, to add three (3) structural mounts per sketch SSK-008 on the roof for attachment points for antennas. 06/08/23 (10,264.00) -1.07% $596,193.75 OWNER CONTROLLED CONTINGENCY LEDGER 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 B&I 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. , IND 06/08/23 8,846.00 0.93% $618240.75 This is a cost change to the Contingency related to RFI 213 response, dated 05/19/2023,to add 120V power for the Clean Agent Fire Protection system controller for rooms 241 and 242.The controller requires a dedicated circuit per submittal 212200-1. Per RFI response,spare circuit 68 on panelboard ESP is to be used. 06/20/23 (1,44100) -0.15% - $616,797.75 This is a cost change to the Contingency related to RFI 223, dated 06/19/2023, to add insulation, framing and drywall to the exerior walls of rooms 237 Future Expansion and 238 Electrical for exterior envelope insulating and to credit back the VCT flooring in Room 237 and use a concrete sealer for a floor finish in this room instead. Summation of costs and credits result in a net cost. 06/20/23 (13,152.00) -1.38% - $603,645.75 This is a credit change to the Contingency related to RFI 232 response, dated 06/21/2023,to eliminate the casework shown around sink HL-2 in room 231-Rest Room per detail #5 on ID-202. Per RFI response,this is a finished fixture and does not need to be set in casework. 06/22/23 3,080.00 0.32% $606,725.75 OWNER CONTROLLED CONTINGENCY LEDGER This is a cost change to the Contingency related to RFI 216, dated 05/18/2023, to install aluminum flashing along the perimeter of the roof to span the gap between the roof slab and the tilt wall panels.This flashing will support the perimeter edge of the secondary(bottom) roof layer that runs up the parapet wall formed by the top of the tilt panels. 07/05/23 (4,045.00) -0.42% $602,680.75 This is a cost change to the Contingency related to RFI 218, dated 06/02/2023,to add two roof exhaust fans for ventilation of the two elevator shafts. 07/06/23 (21,7110.00) -1.23% $590,970.75 This is a cost change to the Contingency related to RFI 222, dated 06/02/2023, to install box, conduit, and pull strings at doors 214, 215, 230, 232, 281, 282, 284, 285, and 287. This rough-in will prepare these doors for future access controls. 07/07/23 7N 2:G 7.7C -0.46% $586,619.75 This is a cost change to the Contingency related to Submittal 122400-1, dated 06/29/2023,to install an RS-2 blackout manual roller window shade in room 219 at interior window 1203 between ICC Room 219 and Press Briefing Room 203. 07/07/23 ( 2 50) -0.09% $585,798.25 This is a credit change to the Contingency related to RFI 229, dated 06/29/2023, to remove 6 acoustical wall panels in ICC room 219 that were in conflict with the audio/visual displays (wall mounted TVs). See RFI sketch for clarity. 07/07/23 5484.00 0.57% $591,282.25 This is a cost change to the Contingency related to RFI 221, dated 05/30/2023,to upgrade the finish of the retaining walls from standard paint to textured Texcote finish to match the exterior walls.The retaining walls are to be painted Oxford White,with a "Medium"texture. 07/11/23 (8,559.00) -0.90% $582 723.25 This is a cost change to the Contingency related to RFI 224, dated 06/09/2023, to establish a power connection for the microwave in Food Preparation Room 260, including the installation of required conduit and upgraded breaker. 07/11/23 (1,969.00) -0.21% $580,754.25 This is a cost change to the Contingency related to Submittal 107516-1, dated 06/02/2023,to provide power to the flagpole light via 20A spare circuit on panelboard LP- 30, and to add the flagpole to the grounding ring around the building. 07/11/23 (7,987.00) -0.84% $572,767.25 aliI � � l Project: FL Keys Marathon Airport Non-Aeronautical Use Building (EOS) (202011) Subcontractor: PEDRO FALCON ELECTRICAL CONTRACTORS, INC. Subcontractor tracking#: Change(RFI#,ASI#,etc): COR-023 Based onGroud-Set Flagpoles Submittals Date: 6/29/2023 Request for Additional Time 2 strays. Monday-1lli°n ka7 7AW3,301IRM LABOR Q2Lntitj Units Description unit Cost of labor 11 Hour Forman $ 45.00 $ 495.00 38 Hour Electrical $ 35.00 $ 1,330.00 38 Hour Electrical Helper $ 25.00 $ 950.00 Additional'I'rc nCl1111 i IdUdnd in la1301`1 kWI's $ La bo r Su btota 1 $ 2,775.00 Labor Burden Percentagel 38% $ 1,054.50 Labor Total $ 3,829.50 MATERIAL(SUPPLIER BACK-UP REQUIRED) Quantity Units Description unit Cost of Material 3 Each 2G J-Box $ 10.00 $ 30.00 1000 Feet #10 Wire solid $ 0.35 $ 350.00 200 Feet 1"EMT CONDUIT $ 1.70 $ 340.00 27 Each 1"EMT Compression COUPLINGS $ 6.70 $ 180.90 8 Each 1"EMT Compression CONNECTORS $ 6.00 $ 48.00 29 Each 1"EMT SUPPORTS $ 5.80 $ 168.20 2 1 Misc.material $ 50.00 $ 100.00 3 Each Fire wall penetration $ 35.00 $ 105.00 70 Feet 1"PVC CONDUIT $ 1.60 $ 112.00 10 Each 1" PVC COUPLINGS $ 2.70 $ 27.00 4 WG 1" PVC CONNECTORS $ 2.00 $ 8.00 3 Each 1"PVC 90 $ 5.00 $ 15.00 1 Each 1"Sleeve $ 94.00 $ 94.00 30 Feet 2 AWG bare copper wire $ 2.60 $ 78.00 2 Each Cadweld $ 55.00 $ 110.00 Material subtotal $ 1,766.10 Material Sales Tax 7.50% $ 132.46 Material Total $ 1,89&56 Q2Lntitj Units Description unit Cost of E/SN 1 L.E. Ingriund pullbox $ 1,032.42 $ 1,032.42 1 L.E. Trancher $ 500.00 $ 500.00 Labor Total $ 3,829.50 Material total $ 1,898,56 i Subtotal $ 7,260.48 Allowable OH&P 10% $ 726.05 GRAND TOTAL(no pennies) $ 7,987 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, N Architects 0 Manners SHOP DRAWING SUBMITTAL REVIEW LETTER OF TRANSMITTAL To: Ajax Building Company Project Name: Marathon Airport NAUB Eoc Attention: Marshall Quarles Project/ File no.: 1001 Date: 06-02-2023 Submittal Name: Ground Set Flagpoles PD SD Specification Number: Submittal Number: 107516-1.0 1075 Architect's review is for general conformance with design intent and contract documents. Comments, notes and markings shall not be construed as relieving the contractor from any requirements and/or compliance with the contract documents. The contractor remains responsible for means and methods including (but not limited to) details and accuracy, for confirming and coordinating all quantities and dimensions, for selecting fabrication processes, for techniques of assembly, manufacturer's recommendations and safety requirements. STATUS: NO EXCEPTIONS TAKEN Z REVIEWED AS NOTED, RESUBMITTAL NOT REQUIRED RESUBMITTAL REQUIRED, REJECTED NON-CONFORMING INFORMATIONAL SUBMITTAL NOT REQUIRING ARCHITECT'S ACTION COMMENTS: See urnaii1lwps oiir°i sWbirnlrllIalL Qccur°alibi°ie°III°e 6ec°III°iikalll scar°cur°gee°Ilhilcur° s Ilpeur°'III'"III Q SIGNED: COPY TO: Mickey Pruitt Devon Ayers 1333 UA KnovvIa, s Ave � Winter Park, l' L. 32789 10I S4I „ 11 706 411 ,31 N . C],E. f'),I� (.10 V,:.Xpy„ Ste 200 Da s, TX /520.4 469 ,4.58.,3438 _.................................................................................................................................................................................................................................................................................................................................................................... 9 . c.1''cuc,i :3Gua u'c: wwwr',r. adg sa .(.,uirc:;g ADG Forms Transmittal Copyright©2011 AjdxAjax Building Company, LLC Project:202011 Monroe County FL Keys Marathon 109 Commerce Blvd Airport NAUB EOC Oldsmar, Florida 34677 7280 Overseas Highway P: +1.1379239.. Marathon, Florida 33050 Submittal #10 75 16-1.0 - 107516-1-Groud-Set Flagpoles PD & SD 10 75 16 - GROUND-SET FLAGPOLES Revision 0 Submittal Manager Jeffrey Whipple(Ajax Building Company, LLC) Status Submitted Date Created Aug 30,2022 Issue Date May 18,2023 Spec Section 10 75 16-GROUND-SET FLAGPOLES Responsible Rolling Oak Supply, Inc. Received From Cindy Riley(Rolling Oak Supply, Inc.) Contractor Received Date Submit By Final Due Date Jun 2,2023 Lead Time Cost Code Location Type Product Data&Shop Drawing Approvers Devon Ayers(K2M Design), Mickey Pruitt(Architects Design Group) Ball in Court Devon Ayers(K2M Design), Mickey Pruitt(Architects Design Group) Distribution Kristina Connelly(Cardno), Donald Harcrow(Ajax Building Company, LLC),Travis Mauldin(Ajax Building Company, LLC), Marshall Quarles(Ajax Building Company, LLC), Cary Knight(Monroe County), Steven Sanders(Monroe County),Jordan Salinger(Monroe County),Jana Ross(K2M Design), Rae Lark(K2M Design), Cary Vick(Monroe County), Devon Ayers(K2M Design) Description Submittal Workflow Name Sent Date Due Date Returned Date Response Attachments General Information Attachments Jeffrey Whipple May 19,2023 May 18,2023 Submitted 107516 1 Groud Set::f lIagpolle_s I'I)_ SI).pdf(Curre nL) Devon Ayers May 18,2023 Jun 2,2023 Pending Mickey Pruitt May 18,2023 Jun 2,2023 Pending Ajax Building Company, LLC Page 1 of 1 Printed On: May 19,2023 11:09 AM EDT Ajax, . SUBMITTAL AJAX JOB #202011 SPEC SECTION NO. 10 75 16 SUBMITTAL NO. 10 75 16-1 Marathon Airport NAUB EOC AJAX BUILDING COMPANY 109 Commerce Blvd. REVISION NO. 1 Oldsmar, FL 34677 SENT DATE 5/18/2023 Specification Section Title: Ajax Stamp I his I:krciclrwIrl I Ins I k'(,in C::I^uxclrnd'I"crr General I::)rx Iglr C`,c��rr Inccllrrrr,Siv(,and (`onlarr'ruly I o(;orrllacl I,kocLClru Irls C:;cnrlrndnr/SlIppher Shall Verity All 10 75 16 GROUND-SET FLAGPOLES I cIlywnsions,iS,Lctarrllhes and(.npnclhes Approval I cnr a Iyc�fl IS(,ILxvn I he (`orrfrndnr/SLt(,rCpher I or C:`,alr7)rllnnca'Wfflh(`orflrnd I7oclnrwrfls Submittal Type: i pi wi:tG� i:l ❑ 0 107516-1-Groud-Set Flagpoles PD &SD ipiw[:ZOVE l AS NO�ED NO I Ai pi°CtOVED [�ZESUII ltJll..l.. ❑ AJAX Ilai.iIIIII,...ILIIHNG COIII II'')ANY Submitting Contractor: Date: 5/18/2023 ly: jejj�'ey Olhippld .................................................................. Rolling Oak Supply u.�ll:ru�rrii//M Wilt'/ "75 Wilt/1 Notes: Architect's Stamp 1E C 1E 1 IE IIIII IIIIIIu, /l /1 /202 DELEGATED DESIGN SUBMITTAL REVIEW .1..L..1011"RN.TOIN.TON/lf^SE'.,..TTI, IIINC. ® NO EXCEPTIONS EXCEPTIONS NOTED IIII IIIh°°°IIII IIII°°°IIIC°°IIIII IIIC F IIII IIIII IIII llll IIICOU IIIII°°' REJECTED SUII113I1111IIHal Revik.".w THIS SUBMITTAL CONCERNS ITEMS NOT DESIGNED BY THORNTON TOMASETTI TT. IN Ja lll!? 11 III::!II�:µ.a.a0IN"MKIIIllEN RIIIlll!WIlll!WIIP'G.D AS 1140 Ml.D, REVIEW IS LIMITED TO ASSESSING,WHERE REQUIRED BY THE CONTRACT R IIlll6SU llll,R 11VI a a 11 11140 a REC V.V l RED DOCUMENTS,THE STRUCTURAL EFFECT OF THE LOADS IMPOSED BY THE REVIEWED ITEM ON THE STRUCTURAL SYSTEM DESIGNED BY TT AND/OR 1ulll6;UI131Iwtl"a""wl REC�aJVIRED, �� � RIIIlll':Jllll!J�m"a"aiiiiil',;;) CONFIRMING, BASED SOLELY ON THE REPRESENTATIONS BY THE I40I4-(�m0I4 II:Ja 1IR 1IWN CONTRACTOR,ITS SUBCONTRACTORS OR VENDORS OR THEIR ENGINEER ("CONTRACTOR"), THAT THE ITEM REVIEWED CONFORMS WITH ANY APPLICABLE PERFORMANCE CRITERIA ESTABLISHED BY TT IN THE fkrr lrltr f r'e vl ar Ic:Derr�Ir,li r�tl aurt'rfulrn rnr vvl(h do=.I Blr Infolll and :xi rrCr�,<:rf CONTRACT DOCUMENTS AND/OR ANY APPLICABLE PARAMETERS ESTABLISHED BY TT IN THE CONTRACT DOCUMENTS.SUCH REVIEW DOES rlrocr j,i=I dcw.Gulnrrlcmtu I'iMcs and rrrark1119,Shall not Lc:roiis rued as lahcvina7 ntl NOT CONSTITUTE AN INDEPENDENT CONFIRMATION BY TT THAT SUCH the ni0 uki fine my it Fuu ii .nt aii Uri :rii li aimr rrTI tic dintr REPRESENTATIONS BY THE CONTRACTOR ARE ACCURATE. rlrr wi r ula.Y 1 r r rr traoctai it in"it caul ru ,ilrlr (ur rur.sir .rud mrtlrnrh,ur•ludinry (;It nrrl Ilnli}L'd to) ilutail aurl a—lacy hn rarnfuiiuia) anti .o—fin tirip 'A rlrr 7lrfdirm and diin(5u^,Ion„ for fof.Ararat"u"ly fnhnr�Ann prone..,—,,foi tcdhniqueu of THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR COMPLIANCE Z,clnhly, WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS INCLUDING ANY PERFORMANCE CRITERIAAND/OR PARAMETERS. + U' I/ r i hl ku rt I)exlc)II ro Lq] THIS REVIEW DOES NOT BROADEN OUR SCOPE OF SERVICES OR ELEVATE 's cd C)Bux 1210 13 J THE APPLICABLE STANDARD OF CARE. A/Illy trl 11 ':� -W d / 2/202 Thornton Tomasetti d ;, ,,. , uamon .... C n ,.`? BY. "�., DATE. QJ�I �JQx��t MBI Companies Inc. 299 North Weisgarber Road Project OPP-78866 Knoxville,TN 37919 Client Concord Industries Phone: (865)584-0999 Location Upper Sugarloaf Key,FL Fax: (865)584-5213 Comm.No. 230209.026 Designed by Concord Industries Date 4/24/2023 a,.aLqPr.g1.in2fK-.2¢ra, Reviewed by DSA Date 4/24/2023 CORP.LIC.#F02000002650 BUS. LIC.#AA26000828 ENG.C.O.A.#29794 DESIGN CALCULATIONS FOR: Concord Industries OPP-78866 Marathon, FL. 24' Flagpole (Foundation only) Analysis Concord Industries Reviewed by: Darren S.Antle,P.E. Comm#: 230209.026 MBI Companies Inc. DARREN S.ANTLE,P.E. 299 North Weisgarber Road LIC#76813 Knoxville,TN 37919 Phone: (865)584-0999 Digitally signed April 24,2023 D rQ 0 Darren S. P oc' I DaLs 2023.04.24 M 0 q 1 :33 -04'00' ,% 001 . Imm 0 k* THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY DARREN S. ANTLE, P.E. USING °° A DIGITAL SIGNATURE AND DATE. PRINTED A COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Calculation Submittal For XIRW25F61-SAT Flagpole IIICO���YCOIID Prepared By:Jonathan Pinchbeck Project Name:Monroe County EOC F L A IIIIIIIIG P Q L E Signed&Sealed By:Ray Minor,P.E.Abingdon,VA 24210 -. ._. I ll 1 Date:10/17/2022 Customer PO Number:OPP-78866 d� ll.11,�� ( IIII 'iul' Location:Upper Sugarloaf Key,FL 33042 Calculations Performed Per NAAMM FP 1001-07 This Flagpole is Calculated at the Base,Flying(1)(5y X(8y Nylon Flag,at 155 mph.3 Second Wind Gusts Calculation Summary Pole Properties: Loading/Design Parameters: Total Length: Ltotal =24•ft Wind Speed: Mph = 155mph Taper Length: Ltaper = 13.75ft HeightAbove Grade: Hpier =0•ft Bottom Straight: Lbotst = 10.25ft Flag 1 -Vertical: F1agVert=5•ft Top Diameter: TD =3.5in Flag 1 -Horizontal: F1agHoriz=8•ft Bottom Diameter: BD=6-in Flag 2-Vertical: F1agVert2=0•ft Wal Thickness: Tw=0.25•in Flag 2-Horizontal: F1agHoriz2=0•ft Pole Weight: Totwt(0) = 122.331•lbf Flag 3-Vertical: F1agVerO =0•ft Pole Geometry: Flag 3-Horizontal: F1agHoriz3 =0•ft Area at Max CSR of Pole: Area(MaxCSRlocation) =3.763•in2 Shear From Flag 1: VFlag= 162.338•lbf Moment of Inertia at Max Inert(MaxCSRlocation) = 11.869•in4 Shear From Flag 2: VF1ag2=0•lbf CSR of Pole: Shear From Flag 3: VF1ag3 =0•lbf Section Modulus at Max Smod(MaxCSRlocation) =3.771•in3 Additional Shear: Vadd=0•1bf CSR of Pole: Moment From Flag 1: MFlag(0) =3.49 x 103 ft•lbf Pole Mechanical Properties: Moment From Flag 2: MFlag2(0) =0•ft•lbf Modulus of Elastidty: E= 1 x 104 ksi Moment From Flag 3: MFlag3(0) =0•ft•lbf Material Density: Mwt=0.096•pci Additional Moment: Madd=0•ft•lbf Allowable Yield Stress: Fy(MaxCSRlocation) =25•ksi Total Moment: Mtotal(0) =7.819 x 103 ft•lbf Allowable Bending Stress: Fb(MaxCSRlocation) =24•ksi Total Shear: Vtotal(0) =509.256•lbf Allowable Shear Stress: Fs(MaxCSRlocation) = 11.33•ksi Stresses on Pole: Axial Stress: fa(MaxCSRlocation) =25.801-psi Bending Stress: fb(MaxCSRlocation) = 18.266•ksi Shear Stress: fs(MaxCSRlocation) =239.304•psi Coefficient ofAmplification: Ca=0.984 Combined Stress Ratio(CSR): Maximum CSR(CSR<=1.0 Required): MaxCSR=0.775 Location of Max CSR on Pole: MaxCSRlocation=4.333•ft f f 11 III rk rk T Use on Ilu4ht Xtreme Series IIp7CI1 VIP, XIRW-Xtreme Reinforce X1 RW25F61 - SAT r � Int. w/Winch F L A 0Li= Wire Halyard „ ra�ar rrd�rraEstarr t�aak+ra„��. Ground Set Installation F Top Diameter Truck and Ornament 6 eq f lotus ykvraiN kaq l yra.°'Spi,raaaforAon Box � . �� "WWlnd„�i3lYlEN yMS"aLwt'tkp8y tlrb(f � r umi uml uuuuu uum C drily Anrrtfr uau ril :it?rl 965�$$ AL-TRK- 12 LD (�ydarlrNa s�.r,da;imV"'�'yXi�l�.�ria.m�lf ,ntNrNrr.$ �6 -G Int. Rev.Sealed ID Gold Anodized Truck Hoavy ,.� I luridAval f dayss3s a rf SS Spindle luminum Ball loin yi&dt,opr �ltathkiaf�`aa0rarrl i;tMtairudcfmrdflPaB rilaf dka~tdinaaar Rwanfl AF.sa"lr1P;aGYy d�, l/ �— E tall Thickness � o603- GNrjerAlu �irufn"cube u°u°i� u°u°i� u°u1 u u°u1 uuiM um 0 L1-A06C SAT FCC-11 CastAlum Satin Finish u 1-Piece uiuu uiuu uu uuuuuu ,'/rr ��1 I''� uuuuuui uuui Hgdbra Access,Kraut¢aNauda Nea;yut;V Laxak, iawuiftir efl 9Raari H aaaut MaiiuMr y pa i&,d irrr da(Faasifivr 00 k n q Al Any Farrsutiru ), mot!Fkm ovrara e°!Eyauna;iu l fart°d e f l d Butt Diameter ! , XIRW-WINCH Aluminum Cellar(Opfimlr'is AvadlaaN le) Flush Mount OV S r Specdicaflw Box Peiriait,.Caau rr',a[addcmf by kfstualles Hinged Door 111110 �a Dip-Cprn,iiid of ftterpro d Caraa poiarid and II laard wfrrrrdWedges(By Irrro 0aa'ulfrsi J � � Ga uraad Slfva ac As serMa@ar 1k�C;i'l aya �, Ira rroa of Sf B yuaNawa 1rattid6d Dry Sarnrf(By hii 111rq;d 9raleIfounrimlirri rrr /lr/r m rrdrcei t9 P itrs�r C'blitain Specifications �3r 15 Ada el F1Ialto "Veddo 9 qcu,lecrer fJJr iauu i!rca.,u un ,IiurlC,tl be A. Mounting Height: 24' ,ie 1Va Sde�4ad mVall�tCaCt POdtr1 i�YarirYlviirr 9Nuutre��mali6Prtt g [Jr, pike Enl1b ,taitramila,iajhlniq S B.SetDe the 2'-6" 3304 d]uaineln'r'vt8 O Rod �air r'Mrr�uti kru rr C.Total Length:26'-6" D. Butt Diameter: 6" NOMINAL EXPOSED HEIGHT: Total Shaft Length of 25'flagpoles is 26'- E.Wall Thickness: .250" 6"with a Set Depth of 2'-6". With the Truck and Ornament attached,the F.Top Diameter: 3.5" nominal Mounting Height is 25'. Flagpole Sections: 1 Customer Name: Shaft Weight: 184 lbs. Dealer: Rolling Oak Supply, Inc IQt : 1 Hardware Weight: 35 lbs. Project: Monroe County EOC Location: Upper Sugarloaf Key, FL Ground Sleeve weight: 32 lbs. 33042 Notes: *Rated Flag Size: 5'x 8' OPP-78866 *Rated Wind Speed w/Nylon Flag: 155 mph *Wind Speed Specifications from ANSI/NAAMM FP 1001-07 XI RW25F61 G-TAC-00C-SA-COX-FSA CAFP_010819_1pg 1- IN I S 3 0 LL U) Q. LU CO LU C) 0 z --- , 0LDCO Lz:� LU 0 7 .......), < . .... LU LU 0a0au < LU 0- LU C) LU z C) LU z LL Aol LU LL —III-111— z Him 0 I IBM < > LLJ 7 Lu Cf) LU LU C) z LU LU LL w8 2 pa LL ilho < 0-------------— ----- "I C) In LU 6 2 LU ZO (30. _j <- Z —kI LU LU 0- Cf) LU LL Till Vill LU Cf) 84 AMERICAN BEACON FLAGPOLE LIGHTING WWW.CONCORDAMERICANFLAGPOLE.COM i 1 meriJ& rea co n The Proper Iht Your Flag! A Am can"B on Flagpole � �' (1 International Dark Sky Association An Americas ii /r (IDA)is the recognized authority on Lighting unites the; ��! f` light pollu on and is the leading patented Beacon Down Light organization combating light with a Lifetime Role Shaft %/ / Warranty from the industry's pollution worldwide., Oldest and most recognized % The IDA Device Seal of Approval wasp, Oj�, created to recognize a wide range of ` name in aluminum flagpoles... Dark Sky Friendly Technologies that aid Concord American Flagpole. %%// %%°°°°// m the rnitigatron of light pollution. The�merican Beacon is the mostAmerican'Beacon is certified by environmentally correct way to '' rpN� �� .��y�, yy � ��„''� rnational Dark Sky Association illuminate flags during night hours. IDA Approved Dark-Sky For the first time, pro can flags be erl p lit during nighttime hours without ��� lighting adjoining property and the %���� � „;� ,� ��//�rr�rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr, � night skyePatent7,275,495. rrrrrrrrrrrrrrrrrrrrrr Minimize Light Pollution �r, tates With Flag,Focusing �, 9 g All �%/ / Light On The Flag as the Wind glows it the Flagpole Jf/ nrgy Efficient LED Bulbs Provide 9 Maintenance-Free Use e for Flagpole Heights of gal ��rticrns Available rr, � ,Available � y bw r r /.i i ilJlipil ' 1} C11w,J'rW d�'4i / r f r , TOLL FREE: i i , i , " BEACON FLAGPOLE American Beacon — •Internal Halyard 359'Revolving Truck Patent#7,275,495 Internal Halyard Series •12 Volt System With Driver Contained Inside the Truck The American Beacon Internal Halyard •Warm White,3000K LED Lights Rated for 25,000+Hours ***-Specifiy Finish Option Series provides lighting options for both .11 OV/120V Input,12 Volt Output SAT=Satin Winch and Cam Cleat flagpoles systems -Wire Provided For Flagpole Height Plus 10' BZT=BronzeTone Powder Coat in heights from 20'—80'These options BLK=Black Powder Coat provide the most environmentally correct (Flagpole Height To Be Provided in Part#) WHT=White Powder Coat way for flagpole illumination,properly •Standard 1-1/4"NPT Spindle lighting the flag during nighttime hours •Solar Options Available without lighting adjoining properties and •Standard 1/2"-13NCTop Drilling on Dual and Quad Internal Winch the night sky! Models(5/8"-11 NC Available Upon Request) Internal Halyard Beacon - Dual Light lillmcflllh SysioIIim lints HWIy&lrd FLAGPOLE TOTAL BEACON 1+ 1+ J% % DESCRIPTION PART NUMBER f, MAX TOP DIA. LUMENS SIZE SATIN POWDERCOA >� i 11 11 1 1 , J J IIIIIIIIIIIIIIIIIIII111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111�111)„J)JJ)J)J)1)Jl J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J)J 11111111111111� ,,.. ,.�..1 li 3.5" BEACON-Dual Light 500 6"Dia. ABW2-##FS***l $4,091 1 $4,206 ' 1 1 I JJJ J °» J »JJJ�J J»111 »1 1 J J11 1 � J 11 J 1 1 1 1 J 1 11 � 1 J J `1 1 1 J JJ 1111 J JJJ J J 1 J JJJ 1 1 11 » 111» J 1 JJJ 1 1 J /uuuuuuuuuul�llJJJJJ111J1�1111JJ1J�1 »1JJJJJJJ »1JJJ�JJ1»J»»1�,JJ��»»»1»1J11111J11»J�»1J1111J11�1»JJJJ.»» »JJJ»»»J»�»1r11JJ1�»»J»»»J111»JJ»1»1 J»lluuuuuu»Beacon Plus 35" IBEACON PLUS-Dual Ligh� 572 1 6"Dia. ABW2-##FP***', $4,634 1 $4,749 Beacon Plus-Dual Light 4" IBEACON PLUS-Dual Lightl 572 1 8"Dia. BW24#41P-** $5,227 1 $5,342 Illuminate the flag while at rest! Example Part#: ABW2-30FS-SAT ##=Specifiy Flagpole Height(20,25,30 etc.) The Internal Halyard,Dual Light American Beacon Internal Halyard Dual Light, ***_Specifiy Finish Option Beacon Plus incorporates two 30'Flagpole,3.5"Max Top Flagpole Diameter, vertical 2 Watt MR16 LED bulbs. Standard Beacon,Satin Finish �li Beacon - Quad Light i I �I Sysi Iim l nts I I Ilyd �FLAGPOLE DESCRIPTION TOTAL BEACON PART NUMBER 1+ 1+ , MAxTOP DIA. LUMENS SIZE SATIN �POWDERCOAJ0�- Beacon 4" BEACON-Quad Light 1 1000 1 8"Dia. ABW4##4S** $5,380 1 $5,495 Beacon Plus d 4" IBEACON PLUS-Quad Light 1072 1 8"Dia. ABW44#41P-** $5,999 1 $6,114 �7t rJy Example Part#: ABW4-604P-62T ##=Specifiy Flagpole Height(20,25,30 etc.) Beacon Plus-Quad Light /� g American Beacon Internal Halyard Quad Light, ***=Specifiy Finish Option Illuminate the flag while at 60'Flagpole,4"Max Top Flagpole Diameter, %�� rest!The Internal Halyard, Quad Light Beacon Plus Beacon Plus,BronzeTone Powder Coat Finish Ali incorporates two vertical 2 Watt MR16 LED bulbs. off C al Illa °°° IIIFYI a j eat Beacon •8"Gold or Silver Anodized Ball Only Internal Halyard am s'° •Accepts u to 5/16"Rope Halyard FII� lI�� III p p p v POLE BALL TOTAL BEACON 1+ 1+ %; DESCRIPTION PART NUMBER ° MAxTOP DIA. COLOR LUMENS SIZE SATIN POWDERCOA /,' Beacon 3" Gold Cam Cleat BEACON 500 8"Dia. ABCC-##3S-GLD*** $3,582 $3,697 " 3.5" Gold Cam Cleat BEACON 500 8"Dia. ABCC-##FS-GLD*** $3,660 $3775 i 4" Gold Cam Cleat BEACON 500 8"Dia. ABCC-##4S-GLD*** $4,508 $4,551 3" Silver Cam Cleat BEACON 500 8"Dia. ABCC-##35-SIL-*** $3,582 $3,697 i 3.5" Silver Cam Cleat BEACON 500 8"Dia. ABCC-##FS-SIL-*** $3,660 $3,775 4" Silver Cam Cleat BEACON 500 8"Dia. ABCC-##4S-SIL-*** $4,508 $4623 Beacon Plus 3" Gold Cam Cleat BEACON PLUS 572 8"Did. ABCC-##3P-GLD*** $4,203 $4,318 Beacon Plus- 3.5" Gold Cam Cleat BEACON PLUS 572 8"Dia. ABCC-##FP-GLD*** $4,160 $4,275 Internal Cam Cleat 4" Gold Cam Cleat BEACON PLUS 572 8"Did. ABCC-##4P-GLD*** $5,128 $5,243 Illuminate the flag while at rest!The Internal 3" Silver Cam Cleat BEACON PLUS 572 8"Dia. ABCC-##3P-SIL-*** $4,203 $4,318 '< Halyard Beacon Plus 3.5" Silver Cam Cleat BEACON PLUS 572 8"Did. ABCC-##FP-SIL-***' $4,172 $4,286 j incorporates two 4" Silver Cam Cleat BEACON PLUS 572 8"Dia. ABCC-##4P-SIL-*** $5,128 $5,243 vertical 2 Watt MR8 bulbs. Example Part#: ABCC-25FS-GLD-BLK American Beacon Internal ##=Specifiy Flagpole Height(20,25,30 etc.) Halyard Cam Cleat,25'Flagpole,3.5"Max Top Flagpole Diameter, ***=Specifiy Finish Option A P "� Standard Beacon,Gold Anodized Ball,Black Powder Coat Finish (Specified Finishes Applied to Truck Only.) °i AJIII'R IF L L E PP Y) A,IIIV IIII"""IIII"F 1 iFLAGPOLEO'D 'O American Beacon — •External Halyard 359'Revolving Truck Patent#7,275,495 External Halyard Series •12 Volt System With Driver Contained Inside the Ball The American Beacon External Halyard •Warm White,3000K LED Lights Rated for 25,000+Hours ***-Specifiy Finish Option Series provide lighting options for flagpole •11OV/120V Input,12 Volt Output SAT=Satin systems in heights from 20'-50'.These -Wire Provided For Flagpole Height Plus 10' BZT=BronzeTone Powder Coat options provide the most environmentally BLK= Whilackte Powder Powder Co correct way for flagpole illumination, (Flagpole Height To Be Provided in Part#) WHT=White Powder Coat properly lighting the flag during nighttime •Standard,1-1/4"NPT Spindle hours without lighting adjoining •Solar Options Available properties and the night sky! •Double Truck Systems are NOT Available External Halyard eacon - Standard Rqpe I IIII„ Illyd RevdVIIIlmg SIll liiilllmc llll I'llaill6lll � FLAGPOLE BALL TOTAL BEACON 1+ 1+ DESCRIPTION PART NUMBER TOP DIA. COLOR LUMENS DIA. SATIN POWDERCOAT Beacon 3.5" 1 Gold lExternal Halyard BEACON Standard 500 1 8" 1 ABES-##FS-GLD-*** 1 $2,021 $2,136 3.5" 1 Silver lExternal Halyard BEACON-Standard 500 1 8" 1 ABES-##F5-SIL-***' 1 $2,039 $2,154 Beacon Plus 3.5" Gold I Ext.Halyard BEACON PLUS-standard 572 $" ABES-##FP-GLD-*** $2,660 $2 775 ' 3.5" 1 Silver Ext.Halyard BEACON PLUS-Standard 572 8" ABES-##FP-SIL-*** $2,660 $2,775 Example Part#: ABES-30FS-GLD-SAT ##=Specifiy Flagpole Height(20,25,30 etc.) Beacon Plus-Standard External American Beacon External Halyard(Standard)***=Specifiy Finish Option Illuminate the flag while at rest! 30'Flagpole,3.5"Max Top Flagpole Diameter, (Specified Finishes Applied to Truck Only.) The Standard External Halyard Standard Beacon,Gold Anodized Ball, Beacon Plus incorporates two Satin Finish vertical 2 Watt MR8 bulbs. q � aaeIcon - Heavy-Duty ll llr Vlm SIll liiilllmc llll °I"Illaill6lll FLAGPOLE BALL DESCRIPTION TOTAL BEACON PART NUMBER 1+ 1+ TOP DIA. COLOR LUMENS SIZE SATIN 1POWDERCOAT Beacon' 5�� Gold Ext.Halyard BEACON Heavy Duty 500 8"Dia. ABEH ##5S-GLD ** $3,370 $3,485 5" 1 Silver JExt,Halyard BEACON-Heavy-Duty 500 8"iDia. I ABEH-##5S-SIL-*** 1 $3,370 1 $3,485 i Beacon Plus * * p 5" Gold '.Ext.Halyard BEACON PLUS-Heavy Duty 572 $"iDia. ABEH-##5P-GLD- „ $3,987 $4,102 5" 1 Silver Ext.Halyard BEACON PLUS-Heavy-Duty 572 8"Dia. I ABEH-##5P-SIL-*** $3,987 $4,102 Beacon Plus-Heavy-Duty External Example Part#: ABEH-505P-SIL-BZT ##=Specifiy Flagpole Height(20,25,30 etc.) "W Illuminate the flag while at rest! American Beacon Heavy-Duty External ***=Specifiy Finish Option The Heavy-Duty External Halyard Halyard,50'Flagpole,5"Max Top Flagpole (Specified Finishes Applied to Truck Only.) ` Beacon Plus incorporates two Diameter,Beacon Plus,Silver Anodized vertical 2 Watt MR8 bulbs. Ball,BronzeTone Powder Coat Finish Outrigger Stationary Beacon Rqpe l llll lllyd Stdiolmlry CaIpSt IIII °I"Illaill6lll Aw FLAGPOLE BALL DESCRIPTION TOTAL BEACON PART NUMBER 1+ 1+ a TOP DIA. COLOR LUMENS SIZE SATIN �POWDERCOAT Beacon 2" Gold Outrigger Stationary Beacon 500 8"Dia. ABOS-202S-GLD*** $2,063 $2,178 � 2.5" Gold I Outrigger Stationary Beacon 500 8"Dia, ABOS-20DS-GLD-*** $2,063 1 $2,178 V Example Part#: ABOS-20OS-GLD-SAT Standard wire length on the Outrigger Stationary American Beacon Outrigger Stationary Truck, Beacon is 301. A 20'Flagpole,2.5"Top Flagpole Diameter, ***=Specifiy Finish Option t"t11111a'CtllYmll Standard Beacon,Gold Anodized Ball, (Specified Finishes Applied to Truck Only.) JIII'�ot IF L A P 0 L E Satin Finish i 800-527-3902 FLAGPOLE ; American Beacon — •Revolving Option-External Halyard 359'Revolving Cap Patent#7,275,495 Residential Series Style Truck The American Beacon Residential Series •110 Volt System With Driver Contained Inside the Ball ***_Specifiy Finish Option offers lighting options for External Halyard •Can Be Converted to 12V for Solar Power Options SAT=Satin flagpoles in both Revolving and Stationary •Warm White,3000K LED Light Rated for 25,000+Hours BZT=BronzeTone Powder Coat BLIK designs.These options provide the most •110V/120V Input,12 Volt Output WHT Black Powder Coat HT=White Powder Coat environmentally correct way for flagpole •Revolving Option-Wire Provided For Flagpole Height illumination,properly lighting the flag Plus 10'(Stationary Option Wire Length is 30') during nighttime hours without lighting adjoining properties and the night sky! Residential Revolving Beacon N�Illyd III I Ii llm „fit IIIIe I''lll�ill �I� f FAO BALL ������ TOTAL BEACON 1+ 1+ TOP DIA. COLOR DESCRIPTION LUMENS DIA. PART NUMBER SATIN POWDERCOA 1.875"-2" Gold Residential Revolving Beacon 250 5"Dia'' ABRR-##2S-GLD*** $969 $1,084 1.875"-2" Silver Residential Revolving Beacon 250 5"Dial ABRR-##2S-SIL-*** $969 $1,084 ##=Specifiy Flagpole Height(20,25,etc.) y ***=Specifiy Finish Option (Specified Finishes Applied to Truck Only.) Residential Stationary Beacon Rqpe I IIII Illyd Stdiolmlry CaIpSt IIII 'I'llaill6llk FLAGPOLE DESCRIPTION PART NUMBER TOTAL BEACON 1+ 1+ J TOP DIA. LUMENS DIA. I SATIN �POWDERCOAT Gold 1.875"-2" Residential Stationary Beacon 250 5"Dia ABRS-##2S-GLD*** $588 $703 2.5" Residential Stationary Beacon 250 5"Dia ABRS-##DS-GLD-*** $690 $805 3" Residential Stationary Beacon 250 5"Dia ABRS-##3S-GLD-*** $713 $828 Silver 1.875"-2" Residential Stationary Beacon 250 5"Dia ABRS-##2S-SIL-*** $588 $703 p 2.5" Residential Stationary Beacon 250 5"Dia ABRS-##DS-SIL*** $690 $8054� 0' 3" Residential Stationary Beacon 250 5"Dia ABRS-##3S-SIL-*** $713 $828J,, ##=Specifiy Flagpole Height(20,25,etc.) III ***=Specifiy Finish Option (Specified Finishes Applied to Truck Only.) Solar Power Package MAX MAX OPEN WATTAGE PANEL POWER POWER CURRENT PART NUMBER 1+ i DIMENSIONS VOLTAGE CURRENT VOLTAGE ; 20W 470mm x 480mm x 17mm 17.3V 1.16A 21.4V ABSP-2000 $3,191 30W 360mm x 678mm x 25mm 18.25V 1.64A 21.96V ABSP-3000 $3,383 i 40W 678mm x SQOmm x 25mm 18.25V 2.19A 21.96V ABSP-4000 $3,52Q �/ia The American Beacon Solar Power j�°j1;IIIIIIr IhTGWDIIIr Cd1belor Package includes one Solar Power .Panel Material-Monocrystalline Collector(20W,30W,or 40W),one Battery High Efficiency Photovoltaic Pack(9Ah, 12Ah,or 15Ah),and one Solar g y t Power Pole Mount.Designed for use with •High Conversion Efficient "tftlll� VTGWCIII� jl"CIII� our 12V Solar American Beacon designs •Low Power Tolerance of 0-+3% •3.2V3000mAh Lithium Iron Phosphate Batteries (sold separately),this package allows for •Low Degradation Under Light Exposure •Automatic Cell Balancing the proper illumination of the flag without •Withstands High Wind-Pressure,Snow Loads •External on/off switch(Off:For shipping and the additional power expense. and Extreme Temperatures storage.On:Fully automatic mode) S1;III IIIr IaTGWDIIIr 13db 1;;illlmt •ISO 9001:2008(Quality Management System) •Dusk to Dawn Auto-Switching Function •Used to attach a solar panel to the side of a flagpole Certified Factory •All units field tested Ultra-light and strong 5052 Aluminum •IEC61215,IEC61730,MCS CEC Certified •Internally fused:1 Amp • Products A0��- .O.I...i ALIAIIII'111111AJIII'RTUV,CE Conformity F AI _. MBI Companies Inc. 299 North Weisgarber Road Project OPP-78866 Knoxville,TN 37919 Client Concord Industries Phone: (865)584-0999 Location Upper Sugarloaf Key,FL Fax: (865)584-5213 Comm.No. 230209.026 �:,, n-en iine rzz m. Designed by Concord Indusl Date 4/24/2023 Reviewed by DSA Date 4/24/2023 AUGERED FOOTING DESIGN W/DIRECT EMBEDDED POLE Input Parameters BASE POLE Base Pole Diameter 6 in Base Pole Embed Length 2.4 ft COLLAR. Footing Diameter �ft Assumed Footing Depth 5a ft GRADE Allowable Lateral Pressure 200 psf/ft Number of Poles 1 SEALENT Overturning Moment 7.35 k-ft a 4 CORRUGATED SLEEVE.FILL Base Shear 0.47 kips W1 COMPACTED SAND AFTER AH 15.64 SETTING POLE S1 0.33 COMPACTED SAND A 1.10 a Required Depth 4.91 ft CONCRETE AUGEREID FOOTING Footing Results ° v Diameter,A 3 ft WEDGES Depth,B 5 ft 4 Sleeve Diameter,C 1.00 ft 4 3/tea""W STEEL PLATE TO Sleeve Depth,D 2.4 ft SLEEVE Footing Volume 1.31 cu.yds. 4 a a o 3/R 0 LIGHTING SPIKE A 0 0 STATE0 � 0 fi 000 00 � This Flagpole Is Designed to Fly (1) Ornament (Options Available), 5'-0" X8'—O" Flag(s), At 155 MPH. Customer Specified Finish 3 Second Wind Gusts Per NAAMM MFP 1001-07. Internal Truck (Options Available), Customer Specified Finish Halyard, Braided Rope for Cam Cleat Designs 6 or Wire Cable/Flag Arrangementp4a� C� A4�+� Assembly for Winch Designs ` s Q. Snaphooks with Neoprene Covers. ° raj Beaded Roller Sling With 0 Plastic Covered Counterweight. 0 STATE 000 , 0 d zol 0� Tapered Alum. Tube #99000 250" Wall Thickness, Alloy 6063—T6 Customer Specified Finish. DARREN S. ANTLE, P.E. 24'-0" LIC # 76813 Mounting Shaft Assembly, Flagpole Section(s) Height Determined By Manufacturer 26'-6" Access Door (Reinforced & Unreinforced Total Options Available), Manually Operated Cam Length Cleat or Winch with Keyed Lock or Security Bolts 6" Butt Diameter 4'-6" Standard Aluminum Collar (Caulk Perimeter by Installer) Cement or Waterproof Compound (by Installer) ���X4 Ground Sleeve Assembly2'-6" � 16 Ga. Galt'. Steel Tube A. Set DepthDry Sand (by Installer) 3/16" Thick Steel Plate Welded to Sleeve 2'-6•' 12" 3/16" Steel Support Plate THE SCOPE OF THIS ENGINEERING Lightning SpikelS LIMITED TO THE THE DESIGN ( " Dia. Steel Rod) OF THE FOUNDATION. ALL OTHER ASPECTS ARE EXCLUDED FROM CORP. LIC. # F02000002650 THE SCOPE OF THIS BUS. LIC. # AA26000828 ENGINEERING. ENG. C.O.A. # 29794 NO. REVISIONS DATE TITLE: I��° �I, �, Internal Hal and Fla ole PROJECT: Monroe Count EOC �;IIIIIIIIIIIIII III' FLAG L `GGATI°":Upper Su orloof Key, FL 3304 CUSTOMER OR REP.: DATE:04.2 4. n 7 SCALE:NTS' DWG #. Abingdon, Va. PT#: O -78866 XIRW25F61—SAT M M E E E 0 u > z z N N O O O O N N N N N N N N N N N y N N N N N NN N N N N N N N N N N N N N N N N N > O N N N N 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 O N \\\\N N N N N N N N N N N m N N N N ry ry N N N N N N N N N N N N N N N N N N Q. 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