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Release of Contingency Funds #08 BOARD 01;COUNTY CO]NUMISSIONFRS County of Monroe Mayor fkathvt Carnithers.OisLrict 3 Mayor T rc) 1 cm MichcHe C oldiron.T?istrici-2 The Florida Keys _ c r , C ales,13tsarict 1 �f David Rice,District Sylvia.I.Murphy,District 5 MEMORANDUM DATE: 30-Mar-2020 TO: County Administrator TRHU: Director, Project Manager FROM: Project Manager SUBJECT: Release of Owner Contingency for: Plantation Key Courthouse & Detention Center Action Requested: Approval for release of owner controlled project contingency funds in the amount of $ 233,663.82 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. 2. The scope for which the release is requested (is/is not)within the intended project scope. 3. The release is/ is not based upon an error or omission by the designer or the general contractor(explain this within the background paragraph). %of Background: Budget Initial Owners Contingency: $ 515,345.48 100% Net Changes by Previous Adjustments: $ 199,461.05 39% Current Owners Contingency: $ 315,884.43 61% Value of this Adjustment: $ 233,663.82 45% Remaining Balance: $ 82,220.61 16% The contractor's guaranteed maximum price (GMP)specifically excluded relocation of the overhead utilities (electric supply and fiber data lines). The designer's scope of work also excluded the overhead utilities because it was the County's intent to have them removed and relocated prior to the start of the main construction project. Work proceeded on other parts of the project(e.g. relocation of the Public Works offices and the fuel point in late 2016 and early 2017)allowing design of the main project to proceed in mid-2017 through the autumn when the construction manager at risk(CMAR)contract was to be awarded. Hurricane Irma interrupted this planning while the RFP opening was delayed and the relocation of the utilities was never separately designed or contracted. To expedite the project and avoid delays the main construction contract was awarded with an exclusion of the overhead utilities and work proceeded on the fuel point relocation but not on utility relocation. The designer was tasked to develop the required designs for utility relocation. He has done so, the contractor has provided a cost for that scope, the designer has reviewed the cost proposal and takes no exception to the scope or costs. It is the intention that this Contingency Adjustment amount is replenished by the forthcoming Amendment 7. This scope is being added via a contingency adjustment in order to avoid a delay in construction. Digitally signed by Kevin G.W ilson,P.E. Digitally signed by Cary Knight / / DIJcn Ke nGwls-,PE,o MonmeCounty, Cary K n i g h t Date:2020.04.02 20:19:48 1 �.� f(�C _ k-iFL npm,n Key nty4—, w Son R''�"- - kevn@monroecounty-fl.gov,c=Us -04'00' I Date.2020.04.o3 1059.12-0400' Cary Kinght,Director of Project Management Kevin Wilson,Assistant County Administrator 3 �F CONBIELTMORE S T R U C T I ON March 24, 2020 Monroe County Mr. Matthew Howard, Project Manager 1100 Simonton Street, Room 2-216 Key West, FL 33040 Howard-MatthewCmonroecountylgov Re: Plantation Key Site Utility Relocation Project Rev4 Proposal To Include T1.0 dated 01.24.2020 Dear Mr. Howard, Biltmore Construction Co., Inc. is pleased to submit a revised Not To Exceed (NTE) cost proposal for relocating the current overhead power and communication lines to new underground service. Work to be performed at the Plantation Key Courthouse and Detention Center site. Cost for this work is$233,663.82 and based on a 23 workday construction duration. Construction duration does not include time required by FKEC and AT&T to remove/install new poles, pull and terminate cable. We understand Monroe County will issue a Change Order or Amendment to the existing Plantation Key Judicial Courthouse and Detention Facility contract for this work. Work performed is based on qualifications shown on attached Exhibit"A". Biltmore will submit the Application For Building Permit to the Islamorada Building Department, if required, based on signed and sealed drawings provided by Currie Sowards Aguila Architects and uploaded to the Islamorada Cityview Portal. General Conditions include both preconstruction and construction costs. Liability insurance, Builder Risk Insurance and bond costs are included. Permit fees and any design work is specifically excluded. Please contact me with any questions. Very truly yours, BILTMORE CONSTRUCTION CO., INC. Bruce L. Schafer Senior Project Manager Enc: as noted cc: Travis Parker, BCC Jeffrey Parker, BCC 1055 Ponce de Leon Boulevard • Belleair, Florida 33756 Ph: 727,585.2084 a Fax: 727.585.2088 PLANTATION KEY SITE UTILITY RELOCATION PROJECT EXHIBIT "A" REV4 Scope Of Work is based on drawings issued by CSA Architects. Refer to Enumeration Of Documents for drawing dates. Qualifications are as follows: Sheet EX-2 Phasing Utilities Exhibit (Phase 1): I. Biltmore provided a phasing plan for the Judicial Courthouse and Detention Facility in the GMP. This plan was revised based on input with the Owner. Relocation of overhead lines was specifically excluded in the GMP. Refer to Note 2. Biltmore will work with the Owner to revise phasing as required. 2. Biltmore encourages participation by the engineer to determine final utility locations. Refer to Note 3. 3. The existing sewer connection to the Ellis Building is in direct conflict with the Courthouse foundations unless Architect/Engineer confirm the existing system can stay in place. Refer to Notes 5 and 6 that are in conflict with the Courthouse project. 4. Refer to Note 7. The Site Utility Relocation Project as issued by CSA is the phasing plan. Sheet SP-1 Proposed Utility Site Plan Exhibit: 5. It is understood directional boring, in lien of trenching, may not follow easements as shown on plans.Final easement is provided by others based on as-built locations provided in pdf format. Sheet E1.0 General Notes: 6. No lighting is shown or included. Sheet E2.0 Site Plan-Demolition: 7. All work on this Sheet is performed by FKEC. We are not aware of any additional demolition which would not be performed by FKEC. If any lines are uncovered,we will bring to the attention of Owner/Architect. Sheet E3.0 Site Plan: 8. All conduit installation is by directional boring except at transformer pads and pull boxes where a backhoe will be used for trenching and excavation. 9. Furnish and install 24"conduits from new riser pole to new primary pull box and from primary pull box to new pad-mounted transformer. Refer to Note#2. 10. New pad mounted transformer pad to be located as approved by Architect. Refer to Sheet E3.0 and Notes#3 and #5. 11. Furnish and install 2-3"conduits from new pad-mounted transformer to new secondary pull box. Refer to Note 44. 12. Furnish and install FKEC transformer pad and pull boxes. The cost from FKEC to Stryker Electric is based on $5,171,00 and established as an Allowance in this proposal. 13. Furnish and install 2-3"conduits from the new secondary pull box to the Two(2)new replacement cell tower KWI meter enclosures. Phasing to be provided as indicated on drawings. Refer to Note 96. 14. All work associated with Note V. Sheet T1.0 Site Plan: 15. Work associated with Note#1 by others 16. Furnish and install 3-2"conduits with pull strung for AT&T service to towers. Refer to Notes #2 and 0. Cabling by others. Owner to contact AT&T to schedule installation of AT&T cabling and switchover of service 17. All work associated with Note#4. 18. All work associated with Note#5. 19. All work associated with Note#6. 20. All work associated with Note#7. 21. All work associated with Note#8. 22. All work associated with Note#9 is excluded except weather head will be provided at parapet. 23. All work associated with Note#10 is excluded. Page 113 PLANTATION KEY SITE UTILITY RELOCATION PROJECT EXHIBIT "A" REV4 24. All work associated with Note#11. Handhole based on 17"W 00"I.x36"D. 25. All work associated with Note#12. 26. All work associated with Nate#13 is excluded, 27. Handhole associated with Note#14 is 17W x30"L x36"D 28. Tree Protection Notes on Sheet L1,03 are not included in this scope of work. Owner and Architect have stated excavation work for pull boxes is far enough from trees to create damage. 29. Biltmore to submit Application For Building Permit to Islarnorada Building Department. Stryker Electric will submit for electrical permits as required. Architect/Engineer to provide and upload signed and sealed drawings for permitting as required. 30. Pull boxes and transformer pads to be located as shown on drawings. Locations shown are diagrammatic and not dimensioned. Biltmore will request FKEC and AT&T stake final locations on site. 31. As-Built drawings to be provided in pdf format, 32. Material is based on shop drawings/cut sheets as provided in the Stryker Electric Proposal. 33. Provide and install Maxcell fabric Innerduct sized to fit specified IT conduit. 34. Furnish and install indirect drain to serve ice machine in Room D106. Included is associated cold water supply. Refer to Revision #1 Sheet by Sheet Narrative dated 03.08.2019 issued by CSA Architects and Ackerman Plumbing Rev 2 Cost Proposal dated 02.17.2020 for additional information. Specifically Excluded: 1. Any concrete encasement for directional boring conduit installation. 2. Any fin•nishing or termination of cable. All cable is provided and terminated by FKEC. 3. Removal, disposal or relocation of any FKEC overhead lines,poles or FKEC pad mount transformers. 4. Replacement of any asphalt or sod damaged during installation, Any repairs/replacement to be performed during sitework for the Courthouse and Detention Facility. 5. Any pipe bollards 6. Any notes on drawings that are not specifically associated with the Site Utility Relocation Project(power/communication). 7. Any costs associated with root pruning or certified arborist. 8. Costs for temporary facilities. Existing facilities to be used. 9. Utility costs 10. Recording of any easements. Will provide boring log for directional boring. 11. Costs for permit, design, and or engineering 12. Signage unless identified on drawings. ENUMERATION OF DOCUMENTS: Drawing No. Drawing Title Drawing Date A0,00 Cover Sheet 07.08.2017 EX-1 Existing Utilities Exhibit 07.09.2017 EX-2 Phasing Utilities Exhibit(Phase 1) 07.09.2017 EX-3 Final Utilities Exhibit 07.09.2017 SP-1 Proposed Utility Site Plan Exhibit(FKEC) 07,09.2017 E1.0 Electrical Symbol Legend, General Notes 07.12,2019 E2.0 Site Plan-Demolition-FKEC Coordinations 07.12.2019 E3.0 Site Plan-FKEC Coordination 07.12.2019 Page 213 PLANTATION KEY SITE UTILITY RELOCATION PROJECT EXHIBIT "A" REV4 E4.0 Details 07.12.2019 T1.0 AT&T Coordination 01.24.2020 T1.1 Technology Details 07.12.2019 SUMMARY OF COSTS: Subcontractor Direct Cost—Stryker $172,278.00 Subcontractor Direct Cost—Ackerman 4,008.34 FKEC Transformer Pad/Pull Boxes 5,171.00 Fencing/Barricades 1,200.00 Surveyor (Allowance) 7,000,00 Pre-construction 10,629.40 General Conditions 10,149.12 Permit(By Owner) 0.00 Construction Cost Budget $210,435.86 CM Contingency @ 2% 4,208.72 General Liability Insurance @.92% 1,936.01 Builders Risk 2,140.88 Bond @ .9% 1,716.10 Construction Managers Fee @ 6% 13,226.25 $233,663.82 l' a �-, 313 1 A5 To AT)fA ff '====y==i now 1J1ff4CTAff/4C Thursday,lVlarch 19,202(} A7C'TN:Bruce Sch I i ;.FrJLC.;�,,,,,,,,,,,,,,� coins rtatst: r � otu 1055 Ponce Ilse Leon Blvd 00 Belleair,Florida 33756 RE; Monroe County �— Courthouse &Detention Facility SPR#01 Revised-4 Tavernier,FL Dear; Bruce Schafer Please Find Attached,the Cost Breakdown for SPR#01 Revised-4 {Installation of Conduit&Direction Boring for Site Utility Relocation Plans Dated 07/12/201}for the Courthouse Site,Including 2" & 4" Maxcell fabric Innerduct.for Communication Drawing 71,1, See Attached Breakdown for More Information). These Revisions Will Result in A Net Add to Our Contract,In the Amount of: $ 172,278.00 One Hundred Seventy-Two Thousand Two Hundred & Seventy-Eight Dollars. Add Allowance Cast Option to Provide Transformer Pad&Pull Boxes from.FKEC.-------------- S,171 00 Excluded from this Proposal are the Following: 1. Any Overtime to Perform the Work. 2. Any Foaming,Termination Bags,MaxBag, 3. An,Concrete Encasement for Direction BoEiEg Conduit Installation. 4. Any Cable Furnishing,Installation and Termination by FKEC. 5. Removal/Disposal/Relocation of Any FKEC Overhead Lines and Poles,or FKEC Pad Mount Transformers, 6. Any Work Associated with the Fencing,Barricading,and/or Maintenance of Traffic. 7. Patching and Finish-Rostoration of Existing Concrete Walks,Curbs and Asphalt Paving,or Replacement of Any Damaged Sod and Landscaping. 8. Any Conduit or hoof Sutmort for Note 9&10 on Drawing T 1.0(This work to Be Performed by Others) PLEASE NUM: A Time Extension of Twenty-Five(25)Day will he Necessary for Satisfactory Completion of these Changes,Furthermore,This Quote is Subject to Change if Not Accepted Within(30)Thirty Days. Please Call Us, If You have any Questions, Sincerely, STRYKER ELECTRICAL CONTRACTING, INC, Leonard 1�,uni Sr. Project Estimator The Work Covered by This Proposal Shali Be Perforrned under the Same Terms and Conditions As That.tncluded in Original Contract,Unless Stated Otherwise Above. Cc: John Wehle Scott Eccleston Robert Abbate Estimator File i:1_c oletterftource county cowthoase&11amotion raciGty(7419)tpkcwthoum spr 0 Qi revimdAdw A e 4cxww, IPX.,. March 16,2020 , STRYKER PROPOSAL REQUEST RECAP SHEET M6200A JOB : Monroe County.Courthouse&IDetention Facility 88820Overseas HW'Y Tavernier,FL 33070 WORK DESCRE'TION: . RELOCATING POWER FOR FKEC WORK : p/ V ORK : SPR # 01 Revision 4 AND NEW COMMUNICATION 1. MATERIAL ................. ........... .................. ........ ................... $41 S5I 44 a. 2. MISC. ................................... ....................... .....:... 0% $0.00 3. QUOTED MATERIAL ............................................... .......................... 4. FREIGHT ......,... _ $0.00 5. EQUIPMENT ...........................................I................... $0.00 6. SUB TOTAL LINES( 1-5) ........................................................... $47,177.02 7. SALES TAX .I..........................I INCLUDED 1 $0.00 8. TOTAL MATERIAL( LINES 1-7) ........................................>.......................... $47,177.02 8ASECOND(2)TEIR SUBCONTRACTOR QUOTE ................ $63, 76$5 9a. IN ESTIMATE HOURS e ,7-%Q ------.---- 9b, ELECTRICIAN STRAIGHT TIME HOURS 785.03 RATE $62.00 $48,671.86 10.ELECTRICIAN OVER TIME HOURS 0.00 RATE $93.00 $0,00 11. FOREMAN STRAIGHT TIME HOURS 98.13 RATE $64.50 $6,329.30 12 FOREMAN OVERTIME HOURS 0.00 RATE $96.75 $0.00 13. SUPERINTENDENT STRAIGHT TIME HOURS 0.00 RATE $75.00 $0.00 14 .SUPERINTENDENT OVER TIME HOURS 0.00 RATE $112.50 $0.00 1.5. PROJECT MANAGER STRAIGHT TIMIHOURS 0.00 RATE $80.00 $0.00 16. PROJECT MANAGER OVER TIME HOURS 0.00 RATE $120.00 $0.00 17. PROJECT ESTIMATOR HOURS 0.00 RATE $65.00 $0.00 18. SUB TOTAL( LINES 9-17) ......................... ..................: ...:........................ $55,601.16 19. TESTING 0.00% OF LINE 18 $0.00 20. TOOL REPLACEMENT $0.00 21. LABOR ESCALATION 22. TOTAL LABOR( LINES 18-21 ) .................................................................. $55,001.16 23. PERMIT FEES .. ............................................................................... $ 0.00 24. AS BUILT DRAWINGS/CLEAN UP..... 3.00% OF LINE 22 $.1;650.03 25. WARRANTY .......................................... 0.00% OF LINE 22 $0.00 26.TOTAL COST( LINES 8 &22-25 } ...................... ...................................... $103,828.22 27. OVERHEAD& PROFIT 10.00% OF LINE 26 $10,382.82 28.,SUBTOTAL OF( LINES 26 &27 ) $114,211.04 29. 2NCD TIER QUOTE.GF( LINES 8A ) $53,275.85 30. OVERHEAD &PROFIT 5.00% OF LINE 26 $2,663.79 31. TOTAL COST( LINES 28-30) ...................................................................... $170,160.68 32. PAYMENT AND PERFORMANCE BOr 1.25% OF LINE 28 $2,126.88 33. GRAND TOTAL(LINES 31 &32) ........................................................ $172,277.57 SUBMITTED PRICE $172,278 ADDITIONAL DAYS REQUESTED 25 TACO Top Sheets\Monroe County Courthouse&Detention Facility(2419)1PK Courthouse&detention Facility SPR#01 Revised 4 C? ;dddo -'R 0 So &r Q R. i.8 �o COM 72 S �2,� C) CC J a, nI� E TI, 4 nint M 070 04 ! ,8S 3 K3a�0 a Z o ,6�, ,6d . , ()o Lu T� r,4 N 4, M 4 c C) -9--lnlw. 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W ': aii a.,a � ❑�Jy- s C7 - p;0' - _ It w 1,! 7 cp<LJ ql y.. °; .`o to "7:M r.'� Irs[ yW C5 r'i x LLJ :`V' C e+ usm „ cvnYNrut7 Nc, r- vie v*< vi vn�NNN!NO gym o v+ 'q �ct7 caN e+ ut 0im catn mO`C?oo O coi r�J;oJ mn �j � i�y qb C.bm im30 G,;f�n Eps -E c',AuNW" . �: m °fv�o� sm c�n � , � j Gio a � N tM '45=M ° m40` L +� �k tf) (� 1 roll o�dcac+dn�a ;oaon;a O pp o +� sa 4lj 4 aoS']o GoCYo�:Yo 47._05�oA.Q r fU or'�000d�r�o�o�oc�;� co s .,'co � xcrpoaco {V �00�500o ;oa+oho ,am �o � n �oerc4ocac�oyzao�op,o��rr �d , �ci � " 10 tS r C7 'CY � E 0 jjwvl.� CO 4Q 1* snmtow6'ni�o#a,°,�i m.-!n er Q7 zn•r=o C1 0�'F N se 3 z �o`�o alo o o o sn uzim , c seo i N o nt cs s9'o O t�a h Yy Cq!7;�0 O u � 00 '3'UO .�D 4n 61flQ o CO r C ^O c Nil 4''O Q ®ryoo ` U cO = �yy 4 M l&P Go yq t7 asrr¢xt�d`rrn W o h o t� o o CZ'n ¢�, e m a -C l-0 :aQC 14 tJ , It t�s a v J .: v c O rl " I, W, 4 YJ ,a 2�� ""Fsaaa :Qra mllw "w t—�.'o u 31111i 6F Eli U7 u C? uz w6 C� R U a W N N w t.,N kv<ty E"li��m�i;��a"`ot�� O czoao�ry� vmTmo °' '�. .ryi£P &% � aIF �f SiftiYR•A... �!1 A l r j low a Za- i A a , - j �► - � � � Y s .s ` � - - . ~�� ` f`J �� '�� From: Suzanne Lovell uzonne]oYeU u.nono] 3ent Wednesday, July O3. 201A4:25 PM [o: Leonard CuniStryker Cc: Bill Lee SWb|mot; RE: Plantation Key Judicial Courthouse FKEC Power Relocation Hello Leonard- For the single phase underground portion, FKEC will require a single phase transformer pad, a primary pull box and primary pull box lid. The total estimate to purchase these (3) items through FKEC would be approximately The switching cabinet is not needed. Please call with any questions or concerns, Suzanne Suzanne Lovell StaNng Technician D FLORIDA KEYS ELECTRIC COOPERATIVE ASSOCIATION,INC. TA)( Mobile 5O539B344v Phone ]8S8S20�9� � Website wwzwAec,com ernai| From: LeonandCuni Stryker [mailto:Leonard.cuni(�)strvker-electric.com1 Sent: Wednesday, Juk/D3 201911:46AM To: Suzanne Lovell Cc: 'Robert Abbate' Subject: Re., Plantation Key Judicial Courthouse FKEC Power Relocation Importance. High This is an EXTERNAL email, Exercise caution. D8 NOT open attachments or click links fi-omunkmn*n senders or unexpected email. Good morning Susan Project-Plantation.Key Judicial Courthouse and Detention Facility Location, 8882OOverseas Tavernier, FL33U7O Thank you for taking your time to answer few ofmy questions, See attached drawings Thuveforthia project(FKECBo}ocotou). As I said on the phone I was told that we need to install the transformer pad the primary and secondary Pull Box and on top of the Secondary Pull Box should bc some kind ot switching oabinet?7 IvviU ��appreciate if }{xoov4m ` eguest for Quote • Transformer Pad • Pull Box • Switching Cabinet l I fl I III 1f f I ff if I I If Quotation Gexpro, . &"f� dUOTE DATE QUC?TE NUMBER PAGE NO. 07/09/2019 S 125212354 1 of 2 GEXPRO 7390 POMPANO BEACH ) �4 1000 NW 33Rd ST 1 .4�--: '" POMPANO BEACH,FL 33064-2127954-977-2600 r GUST POD Plantation Key Fax 954-977 265fl �M7Lt�o"og JOB/REL# ;Judicial Courthouse QUOTE TO: SHIP TO: STRYKER ELECTRICAL CONTR STRYKER ELEC/GEXPRO SHOP 4241 SW HIGH MEADOW AVE 4241 SW HIGH MEADOWS AVE PALM CITY, FL 34990-3726 PALM CITY, FL 34990-3726 CUSTOMER.N NUMBER CUSTOMER PHONES :ORDERED BY SALESPERSON 643569 NORRIS BELL(7390) WRITER'' SNIP.UTA TERMS SHIP.DATE FREIGHTALLOWECT EDWARD IGLESIAS (7390) 2% 10th, Net 11th Prox 07/09/2019 Yes .:ORDER.PTY dE3CF21PTION UNIT PRICE; , ' EXT PRICE QUA PG1730BA12 BOX OB 17X30X12 207.605/EA 415.21 Pn: 80829 UPC: 66203710043 QUA PG1730BA18 BOX OB 17X30X18 235.792/EA 471.58 Pn: 45704 UPC: 66203710044 QUA PG1730HAO017 CVR BD HD 204.930/EA 409.86 T P`� Pn: 80687 t g°� UPC: 66203710994 lea QUA PG3048BA36 BOX OB 30X48X36 930.393/EA 930,39 Pn: 81066 UPC: 66203711767 lea QUA PG3048HAO017 CVR BD HD 655.792/EA 655.79 30X48X3/HW-ELECTRIC TA?c 1 r 9® Pn:331211 UPC: 66203711138 /, HLC/Quazite is Rated for Occasion Non-Deliberate Traffic ONLY. '7 / Also you will need to stack a 17x30xl2 on top of 17x30xl8 to obtain depth requested. 16-21 Working Days ARO from Lenoir City, TN. PLUS FREIGHT *`Continued on Next Page Subtotal S&H Charges Sales Tax Total Printed By:EIGLESIA on 7/912019 9:59:32 AM EST High Quality Underground Services, Inc. Silvio Martinez General Opera-Manager High Quality Underground Services, Inc. Cell: 786-295-3163 Following the second proposal for a new job,from the company(High Quality Underground Services,Inc.)to (Stryker Electrical,Inc.) Job description several bores inside property—between communication towers,parking lots,new court Bldg. Bore#1-(2x2"-175')From entrance of court pull box to pull box crossing parking lot, Price:$21,00 x 175'_$3,675.00 Bore#2(2x2"-210') From new pull box in front tree,going west to entrance of court, inside new pull box, Price:$21,00 x 210'_$4,410.00 Bore#3(2x2"-190') From new pull box to AT&T wood pole,close to US-1, Price:$21,00 x 190'_$3,990.00 Bore#4(3x4"—190')From pull to box, Price: $48,00 x 190=$9,120.00 Bore#5(20'x160') From court house pull box going south to behind trailer, Price:$160 x 21,00=$3,360.00 Bore 46(2-2"-150')(150'x$21.00=$3,150.00) Total material bore conduit 2" price—1650'x$2,00=$3,300.00 Total material bore conduit 4" price—570'x$5,00=$2,850.00 Mobilization$700,00 Miscellanea—rent hotel(1 week two room )price$3,500.00 Bore#1 Power 2-4"—260' Price $260,00 x 32=$8,320,00 Bore#2 Power 2-4"—80' Price $80 x 32=$2,560.00 55 5 Gr%ibaR. 1871 OLD OKEECHOBEE RD WEST PALM BEACH FL 33409-5227 Phone:561-472-8605 Fax: 561-683-5845 To: STRYKER ELECT. Date: 07/0512019 ACCEPT ONLY PO STARTING W/3000 Proj Name: PLANTATION KEY - SPROI 4241 SW HIGH MEADOWS AVE GB Project Qteff: 0233125055 PALM CITY FL 34990 Release Nbr: Attn,- LEONARD Purchase Order Nbr: Phone: 772-219-3389 Additional Ref# Fax: 772 219 3242 Email: purchasing@stryker-electric.com Valid From: 07/05/2019 Valid To: 08/0412019 Contact: MARCI GONZALEZ Email: marci.gonzalez@graybar.com Proposal We Appreciate Your Request and Take Pleasure in Responding As Follows Item Item/Type Quantity Supplier Catalog Nbr Description Price Unit Ext.Price 100 1 EA SQUARE D CO. LOT SQUARE D $4,896.39 1 $4,896.39 COMPANY INC ***Item Note:*** PER ATTACHED BOM 200 4 EA COOPER FRN-R-1 25 FUSETRON $28.84 1 $115.36 SUSSMANN INC DUAL-ELEMENT CLASS RK5 3B Part#:88050654 UPC#:05171250745 Total in USD(Tax not included): $6,010.75 -rite 3-4-rfe ..................... Silyker Flo'o.lical Estinialing This equipment and associated installation charges may he financed for a low monthly payment through Graybar Financial Services(subject to credit approval). For more information fall I-BOD-2411,74015 to speak with a leasing specialist. To learn more about Graybar,visit our website at www.grayber.com 24-Hour Emergency Phoril I-800-GRAYBAR Subject to the standard terms and conditions set forth in this clDCUMCHW. Unless otherwise nGtedjrelght terms are F.0.13.shipping point prepaid and bill. Unless noted the estimated ship date will be determined at the time or order placement. Page 1 of 2 Leonard Cuni Stryker Subject: FW: Quote Request for SPR#01 Plantation Key Judicial Courthouse GEAR %ttachments: Milbank- U7040-0-TG-HSP,PDF 6?9- Leo, I will send a formal quote either late tonight or first thing am. Part# USS7040-0-TG is $222.35 and is made to order (4-6 weeks lead time). Non-cancellable non-returnable once order is placed. Plus freight. Thank you, Marci Marci Gonzalez I Outside Safes Representative West Palm Beach, FL I Office(561)472-3805 www.graybar.com From: Leonard Cuni Stryker[ma i Ito.,Leonard.cu n i @stryke r-electric.co rn] Sent:Thursday, August 15, 2019 9:59 AM To: Marci Gonzalez<Marci.Gonzalez@gravb r.corn> Subject: Quote Request for SPR#01 Plantation Key Judicial Courthouse GEAR (-Jood Morning Marci Quote Request for SPR#01 Attached is Bill of Material-for: GEAR(NEED CUT SHEET) 0 Need Two(2) 200A Meter Can for FKE NEMA 4X SS(To replace the Existing) Project:Plantation Key Judicial Courthouse and Detention Facility Location: 88820,Overseas Highway, Tavernier,FL 33070 Chang Orders Are Time Sensitive Need A.S.A.P Thank You: If you have any Questions Feel Free to Call. Leonard (',uni Project Estimator Corporate Headquaters 4241 SW High Meadows Ave. Palm City,FL 34990 Pho: 772-219-3389 Ext:117 ?ax- 772-219-8471 mailto:Leonard.Cuni(@ yker-Electric.com StL— htto://www.Strvker-Electiie.cot-n HARELL EDGE 2.00" MaxCell Edge is a fabric Innerduct designed to enable installation of up to 30OD/o more cables than rigid HDPE innerduct In conduit based network infrastructure. MaxCell Edge products can be used to create additional pathways in small conduits and are designed for applications where space is limited. Solves cabling issues for smaller ducts,allowing a range of cable sues Enables overlay of cables In occupied conduits Reduces or eliminates number of conduits required in new construction Melting point of 419"f(almost twice that of HDPQ Resistant to ground chemicals and petroleum products Constructed of PET multifilament and pylon 6 monofilament yams Patented fabric design may reduce pulling tension by up to 20%over previous MaxCell versions Features color coded,pre-installed 125OLS pull tape in each cell Pre-tubed for tourer friction during MaxCell and cable installation* Manufactured in the U,5A. *Additional lubrication is recommended to further decrease friction during cable installation. MaxCell Edge Standard and Detectable products are available In multiple sizes.and configurations.Plenum and Riserversions of MaxCell are also available.Contact customer service for,more information on your specificapplication. I C F F^-3 F %. F rey 1Y3� � �srTi ^c. ��E:°Fn :.d e !.{. s x sS F r sx &%"n§k �—[.,- a.A.. m.,<°............<'x..w L®d...e_r .»n"4 ,,��',§ �g�c 'x ,-� F... gl� Rsasas o pY.L r{.L s�:¢' . "�a§ C713 e° .:yx... yg _ Y p u5?,. ,a.......>.. >Fw ?t,3 ,u,-..e.''ie,5 e sw;.??F.enr r **tise of OFNR cable may result in reduced pulling lengths.Designers should make every effort to conforms to Industry standards with regard to distances between any two pull points..(generally 600 to'1,000 it),number of bends(maximum of two 90"bends or a total of 18fi°)between any two pull;points,and proofing of conduit pathway using appropriately sized mandrels (normally W tag a"less than the Inside diameter of the conduit). IMPORTANT STALLS TIPS Swivels must be used when pulling MaxCell The factory Installed pull tapes In each cell must free-float.during Installation Akm WAICH INSTALLATION V1010 sk SCAN Qfl coot viww.maxcell.us/instalWlon.aspx 1E 9 Cell, 888.387.3828 1 WWWAAKELLUS FABRIC NERDUCT MAKELL EDGE 4,00" MaxCell"Edge fabric innerduct is designed to maximize the capacity of conduits in network infrastructure while preserving space for future network deployments, New construction applications have yielded Installation of up to 3000A ire cabling per conduit over rigid ducts. In occupied conduits,MaxCdl's design has allowed for easy pathway creation when overriding existing cabling or traditional innerduct while reducing total system cost. 0 Designed for 4 and larger conduit applications 0 Solves cabling issues for conduits.,allowing a range of cable,sizes 0 Enables overlay of cables in occupied conduits 0 Reduces or eliminates number of conduits required in new construction E Melting point of 41 q`F(almost twice that of HDPE) Halogen-free Resistant to ground chemicals and petroleum products Constructed of PET(Polyethylene Terepht.halate)and Nylon 6 IN Patented fabric design may reduce pulling tension by up to 20%over previous maxCell versions * Features color coded,pre-installed 12SOL8 pull tape in each call* * Pre-ILibed for lower friction during MaxCell and cable Installation** * Manufactured in the U.S.A. L_rw AW" 8`11 ggr� HM M 1106383HPLICATION GUIBf IMPORTANT INSTAUATION TIPS E Swivels must be used when pulling MaxCell N The factory installed pull tapes In each cell must ................... ........ i Ri osqmm ="vlm frepafioat during installation n "g, I ai ii �0 n , A.M. RM ON oqg N Coma customer service for installation assistance �J taliation video onlinew, ............ � View im, Mg U"r M 14E maxcell.ushnstallation.aspx qmup M%Y r� w VOW MaxCell Edge Standard and Detectable products are available in multiple-sizes and configurations,Contact customer service on applications requiring MaxCell ISP(Plenum or Miser ratings).MaxCell iSP is designed as a UL2024 certified complimenitto the MaxCell Edge product line. Use of OFNR or OFNP cable may result in reduced pulling lengths as the cable jacket compositions may result in a higher coefficient of friction over traditional 05P(outside plant)cabling. Designers should make every effort to corrWm to industry standards(BICS1 best practices and ANSI standards)with regard to distances between any two pull points,number of bends and adhere to the cable manufacturer's maximum pulling tension-specifications,Do not exceed two 90'bends or a total of 180"in a single pull,Consult a MaxCell representative if unavoidable,Proofing (roandroling)of conduit pathways is advised prior to MaxCell installation(normally I W to 1/2'less than the diameter of the con d0b. Design andfobricotfon of A?faxCelt ii potent protected, Higher te n sill Le strength puff tape road rope options ore availa hi e for dtffj cuft,able ins fall o do ns Additional hibrication is recommended i o further derreasefrirtion doring cable instolladom Mae>ff 388.387.3828 1 WWMAERLUS WOO g fyk.t F f I ✓ f. 4 k E r t in z b yRr 0s' H" a ` - J TH a s p g h Y xxi t bb 4-1 —� va LL 1 i r� C7 r� rn m � f a `° J i ul W W 4 41 - - Q S moo AFN YOU N `0, zzlx AM 5 _C 4• k; ` f Y LZ AA lavx: py ` & LAM 'd h'V\ �\:.{f n. T Y U i 5 ,Y:.2 rf h \4 f ARAM sW AMC 7 i i .I \ rom qu � ? m mom y 3'"»f i tlRd w yam+. 4 s •a..+ �Sz 7E+ t{' CU owlLn �TIllll,A.I I 'V} u _ TA. t f too •{`wV�J pw \ � goT �' i•t:y �1Mrr § r'1 OWN �[�}t- + 2 lI Yl iW V t tt3a ryn i{? C [� h;ECI , 4 y IL IF mom a G7 s. F NJ ax YQ gal u Ff' tj is C (� r i t C C7OHMSt5 L. CU CU Y f ME won : "i s bpi 01 norm W t !J d V G Q Q C r � ,2 3� ,Y S 41 fo aw QJ Q U rz s es1 N fit. � yW v Q d z C� CJ �r 0 w rn a m c� e. E �u a c m a> cg s�v � 611 ?'; �g� C .' R E G f t'< - Prepared By: Marci Gonzalez Graybar Electric Go, Inc. 1671 Old Okeechobee Rd West Palm Deaeh,FL marci.gonzalez@graybar.com D: 561-472-3805 1��,�titcal Gta'Ttt;t � WA` �5tlsc�a Proposal Name: PKCH C/O (quote Name: PKCH CIO --------------------------------------------------------------------------------------------------------------------------------------------- Proposal Number: P-190703-989605 Quote Number: Q-1058258 Quote Date: July 5, 2019 Through Addenda Number: 0 Sales Representative: Conditions of Sale This Quotation is subject to Coordinated Project Terms. See httls.-I/www.schneider-electric.us/en/download/document/O t OOPLOO43 Quote is valid for 30 days. Quoted lead times are approximate and subject to change. Clarifications and Exceptions Quoting 304 stainless steel PRINTED: 7/5/2019 3:10 PM Page I of 2 Proposal Name'PKCH CIO Quote Number.,Q-1058258 Quote Name:PKCH C/O Quote Date:0710512019 g 72 2 Designation:Keynote 6 Product Details: 2-H224DS-SW FUSIBLE 200A 2P NEMA4 4X 5 STAINLESS Enclosure Type:Type 4/4XI5 Stainless Steel Options;Standard(304) Interrupting Rating(AIR):200kA Fuse Capability:Class R Max System Voltage:240 VAC Switch Current Rating:200 Amp Number of Switching Poles:2 Pole No Neutral Processed Iyy ACE 2.0-04172018 F a L la.ft-nummim Product Details: SN20A-NEUTRAL ASSY INSULATED GRNDABLE AUCU 3 2 Designation:Keynote 6 Product Details: PKOGTA2-EQUIP ORD ASSY 240V+600V*100-200 4 2 Designation:Keynote 7 Product Details: 2-BGL26125-MOLDED CASE CIRCUIT BRKR 600Y/347V 125A BGL26125 UUCSA Rated B Frame Termination;Lugs Line/Load Side 125 Amp Capacity 2 Pole Device 600 Vac Rated 80%Rated-Standard rated Interrupting Rating 65kA @ 240Vac/35kA @ 480Vac/l 8kA @ 600Vac, Revision-715/2019-(20190701/20190701) 7/612019 7:00:10 PM Source-Selector 2-B125D5-MCC8 ENCLOSURE TYPE 4,4X,5 2-PKOGTA2-EQUIPMENT GROUND KIT Estimated days to ship,excluding transit:5 working days after customer release to manufacturer.See Conditions of Sale. 5 2 Designation.Keynote 7 Product Details: "225KA-NEUTRAL ASSEMBLY INSULATED GROUNDABLE Page 2 of 2 Product data sheet H4D Characteristics SW FUSIBLE 200A 2P NEMA4 4X 5 STAINLESS Product availability:Stock-Normally stocked in distribution facility r - i 4 yg?11Ti�,t�j'i�C;J w F O a �e U Main m Product Single Throw Safety Switch y Line Rated Current 200 A 2 Certifications UL listed Enclosure Rating NEMA 313R4/4X/12 stainless steel 304 0 Factory Installed Neutral None s Disconnect Type Fusible disconnect Short Circuit Current Rating 10 kA H or K 200 kA R,J or L Mounting Type Surface T Number of Pales 2 € Electrical Connection Lugs g Duty Rating Heavy duty e System Voltage 240 V AC 8 v 250 V DC s Wire Size AWG 6...250 kcmil(copper or aluminium) Ordering and shipping details Category 00010-H&HU SW,2&3P,N4,88,30-200A Discount Schedule DE1 GTIN 00785901023722 m a c Nbr.of units in pkg, 1 Package weight(Lbs) 55,670000000000002 Retumability, Y -73 `s Country of origin us e a w Offer Sustainability 4 Sustainable offer status Green Premium product E 0 Ju15,2019 RoHS(date code:YYWW) Compliant -since 1313 - Schneider Electric declaration of conformity lSchneider Electric declaration of conformity REACh Reference not containing SVHC above the threshold Reference not containing SVHC above the threshold Product environmental profile Available Product end of life instructions Need no specific recycling operations California proposition 65 WARNING:This product can expose you to chemicals including: -------Substance 1 Lead and lead compounds,which is known to the State of California to cause cancer and birth defects or other reproductive harm. -------More information For more information go to www.p65wamings.ro.gov Contractual warranty Warranty period 18 months i w tf j Product data sheet SN20A Characteristics NEUTRAL ASSY INSULATED GRNDABLE AL/ CU Product availability:Stock-Normally stocked in distribution facility ay s«kndaer ei.�,.m a sn.a="-- 6 na i �ir�t14:;1' �,g�1CCt�t111Cy w c �y, 33 �4bMe 2 ? a ro u m a w Main Product or component type Safety switch solid neutral assembly Product destination Safety switch a Complementary AWG gauge AWG 1101(Space]Cables of(aluminium/capper) 250 kcmil 2{Spaee]Cables of(aluminium/copper} _ a Product certifications UL listed _ a Ordering and shipping details Category 00058-MISC SWITCH ACCESSORIES m Discount Schedule DE1 m GTIN 00785901331605 n Nbr.of units in pkg. 1 s Package weight(Lbs) 0.95999999999999996 Retumabillty Y Country of origin us N ro w ro Offer Sustairiabillty Sustainable offer status Green Premium product � RoHS(date code:YYWW) Compliant -since 1313 - Schneider Electric declaration of conformity H LSchneider Electric declaration of conformity REACh Reference not containing SVHC above the threshold E Reference not containing SVHC above the threshold Product environmental profile Available m Product end of life instructions Need no specific recycling operations E a Jul 5,2019 " r California proposition 65 WARNING:This product can expose you to chemicals.including: -------Substance 1 Lead and lead compounds,which is known to the State of California to cause cancer and birth defects or other reproductive harm. -------More information For more information go to www.p65waminge.ca.gov Contractual warranty Warranty period 98 months tis 2 v �cfen�t�ie+ Product data sheet PKOGTA2 Characteristics EQUIP CRD ASSY 24OV + O00V 100- 00 Product availability:Stack-Normally stocked in distribution facility A ;R UMD N. rr,, ,. , �[a3b t 3 � c O A 6 frog 3 a !E Main Range of product Square D Product or component type Safety switch grounding bar a Series name Heavy duty n Complementary AD [In]rated current 2®D A:F5 200 A:FT AWG gauge AWG 210(copper or aluminium) 41 1= Ordering and shipping details _ Category 00058-MISC SWITCH ACCESSORIES � Discount Schedule DE1 GTIN 00785901432678 8 Nbr.of units in pkg. 1 r3 Package weight(Lbs) 0.14000000000000001 b Returnability Y Country of origin us W N ro Offer Sustainability RoHS(date code:YYWW) Will be compliant on 4Q2016 mm Wilt be compliant on 402016 California proposition 65 WARNING:This product can expose you to chemicals including: -------Substance 1 Lead and lead compounds,which is known to the State of California to cause cancer and birth defects or other reproductive harm. -------More information For more information go to www.p65warnings.ca,gov L F_ m Jul 5,2019 P SC}�o3E,"7lS�Y Product data Sheet BGL26125 Characteristics PowerPact - circuit breaker - 125A 2P AC 18kA at 600Y/347 V (UL) - EverLink fug Product availability:Non-Stock-Not normally stocked in distribution facility I, y ��51!s�l�ib'sC; n 0 a Main a Range PowerPact Product name PowerPact B SE Device short name BG 125 Product or component type Circuit breaker Device application Distribution Q m m m Complementary Line Rated Current 125 A Number of Poles 2P a Protected poles description 2t Control type Toggle m Breaking capacity code G Breaking capacity 65 kA at 240 V AG 50/60 Hz according to UL 489 1 35 kA at 480 V AC 50/60 Hz according to UL 489 Icu.65 kA at 220...240 V AC 50/60 Hz according to I EC 60947-2 Icu:35 kA at 380...415 V AC 50/60 Hz according to IEC 60947-2 Icu:35 kA at 440 V AC 50/60 Hz according to IEC 60947-2 .8 Icu: 18 kA at 500...525 V AC 50/60 Hz according to IEC 60947-2 s 35 kA at 480Y/277 V AC 50160 Hz according to UL 489 18 kA at 600Y/347 V AC 50/60 Hz according to UL 489 65 kA at 208Y/120 V AC 50/60 Hz according to UL 489 50 kA at 250 V DC 50/60 Hz according to UL 489 System Voltage 500...525 V AC 50160 Hz according to IEC 60947.2 600Y/347 V AC 50/60 Hz according to UL 489 250 V DC 50/60 Hz according to UL 489 m a [Ica]rated service breaking capacity 65 kA:at 220...240 V AC 50/60 Hz according to IEC 60947-2 35 kA:at 380...415 V AC 50/60 Hz according to IEC 60947-2 35 kA:at 440 V AC 50/60 Hz according to IEC 60947-2 18 kA:at 500...525 V AC 50160 Hz according to IEC 60947-2 [Uimp]rated impulse withstand voltage 8 kV according to IEC 60947-2 s [Ul]rated insulation voltage 800 V according to IEG 60947-2 Trip unit technology Thermal-magnetic L Trip unit name TM-D m Suitability for isolation Yes according to IEC 60947-2 u b Jul 5,2019 ; Utilisation category Category A Mechanical durability 20000 cycles according to IEC 947-1 Annex K ed 5.2 Electrical durability 10000 cycles according to IEC 947-1 Annex K ed 5.2 In at 440 V Connection pitch 1.06 in(27 mm) Local signalling Green flag presence of auxiliary contacts Mounting mode By screws plate Clip-on 35 x 15 mm symmetrical DIN rail Electrical connection Everlink lug at line Everlink lug at load AWG gauge AWG 14...AWG 310 rigid or stranded(copper) AWG 6...AWG 210 fine stranded(copper) Tightening torque 44.25 Ibf.in(5 N.m)0...0.02 in'(2.5...16 mm2)(AWG 14...AWG 4) 79.65 Ibf.in(9 N.m)0.04...0.15 in'(25...95 mm2)(AWG 3...AWG 310) Number of slots 1 auxiliary switch OF(plug-in) 1 voltage release MN or MX(plug-in) Power wire stripping length 0.79 in(20 mm) Color Grey(RAL 7016) 9 mm pitches 6 Height 5.39 in(137 mm) Width 2.13 in(54 mm) Depth 3.16 in(80 mm) Product weight 1.7 Ib(US)(0.769 kg) Quantity per set Set of 1 Continuous current rating 80% Environment Quality labels CE Standards EN/IEC 60947-5-1 GB 14048.2 NEMA AB1 ENIIEC 60947-2 UL 489 CSA C22.2 No 5 NMX J-266 Product certifications UL CSA CCC EAC NOM IEC IP degree of protection IP40(front cover)according to IEC 60529 iK degree of protection IK07 according to IEC 62262 Pollution degree 3 according to IEC 60947-1 Ambient air temperature for operation -13...158°F(-25...70-C) Ambient air temperature for storage -58...185°F(-50...85°C) Operating altitude With derating Without derating Ordering and shipping details Category 01131 -BG UNIT MOUNT BREAKER/SWITCH Discount Schedule DE2 GTIN 00786901074656 Nbr.of units in pkg. 1 T Package weight(Lbs) 1.5 Returnability N Country of origin US Offer Sustainabifity California proposition 65 WARNING:This product can expose you to chemicals Including: -------Substance 1 DINP,which is known to the State of California to cause cancer,and -------Substance 2 DIDP,which is known to the State of California to cause Birth Defects or other reproductive harm. -------More information For more information go to www.p65warnings.ca.gov ch ::€der 4 ';;; Product data sheet B125DS Characteristics PowerPact B-Frame Circuit Breaker Enclosure, Cover, S.S 304, Nema 4/4X/5 Product availability:Stock-Normally stocked in distribution facility E E Y - i ri 9 B ✓d q N F � O s� .Q pSQ N U 41 4 Main N O Circuit breaker type B-Frame D Product destination Circuit-breaker B 2P or 3P 15...100 A e Circuit-breaker B 2P or 3P 110...125 A Circuit-breaker B 2P 15...30 A $ 0 a m Complementary 6 Enclosure material Stainless steel 304 s Width 9.13 in(232 mm) N Height 19.49 in(495 mm) Depth 4.88 in(124 mm) m m Environment NEMA degree of protection NEMA 313R1414Xl5 s Product certifications UL listed s N JR Ordering and shipping details 01 2 Category 00031-IND CB ENC N 4,4X,5,12,12K Discount Schedule DE1 GTIN 00785901279457 Nbr.of units in pkg. 1 Package weight(Lbs) 15.09 N Returnability Y F U O V A L' E E Jul 9,2019 ,,;i;itt?:'i St eEder Product data sheet SN225KA Charactedstics NEUTRAL ASSEMBLY INSULATED GROUNDABLE Product availability Stock-Normally stocked in distribution facility a W I,7 �Q, q E LY LE 3 Main Circuit breaker type Standard Complementary *6 AWG gauge AWG 14...AWG 1/0 2 aluminium ro AWG 4...300 kcmil 2 aluminium/copper Ordering and shipping details Category 00030-IND C13 ENCL NEMA 1,3R Discount Schedule DE1 GTIN 00785901461050 Nbr,of units in pkg. I Package weight(Lbs) 0,51000000000000001 a Retumability y Country of origin us Offer Sustainability RoHS(date code:YYWW) Will be compliant on 4Q2016 ro Will be compliant on 402016 California proposition 65 WARNING:This product can expose you to chemicals including: -------Substance 1 Lead and lead compounds,which is known to the State of California to cause cancer and birth defects or other reproductive harm. -------More information For more information go to www.p65warnings.ca.gov Contractual warranty Warranty period 18 months E -2 Jul 6,2019 F-i EnclosureFlunzite c iGuide i Load Ratings—Steadfast Reliability Quazite@ underground enclosures are designed to meet or exceed the tier load requirements set forth in the American National Standards Institute's ANSICSCTE 77 2010 "Specification for Underground Enclosure Integrity." ANSI tier designations represent the minimum allowable load requirements in the industry to ensure underground enclosures are always secure and reliable. The ANSI application tier number relates to a nominal design load multiplied by 1,000 pounds. For ex- ample, Tier 8 is 8 x 1,000 pounds, or 8,000 Ibs.All ANSI tier loadings will have a corresponding test load, which is 50% greater than the design load.The maximum deflection at the indicated design load shall be a half-inch for vertical tests and a quarter-inch per foot of length for lateral tests. wry�Ait�aial � O$1Gt e NOTE—Quazite'products are not intended for use in deliberate traffic areas. Applira iort Tiers 00 din Reg it rk is ` UL Lis reef slots Tier 5 Vertical Design Load 22.2 kN 5,000 lbs. f i I 3`11;,Worx C rc n ir,,aarf Sldewalk applications with a safety factor for Test Load 33,3kN 7,5001bs, V` S"11"tall i�g�l( d�,}<ii7t1 oceaslonalnondeliberate vehicular traffic �.. ..�, � �i;:ti( A). lateral I?es1gD Lead 28,7 kPa 6001bs.lsq ft Test Load = 431 kPa 9001bs./sq ft.- TIER Vertical Design Load 35.6 kN 8000lbs, ku rr d P ,rig c re a r s,,anti`r,c Si&i4ka'pplieotionswifbasafety factor for: Test Load 53AH 12,000lbs trpt0 )i�-x,t� �,� [< <}, nj ;cti� � rrnn deliberate vehicoiar'1raffic Lateral Design Lead 38 7 kPa . 600 Ids: Test Laa 431 kPa 9001bs: , TIER IS Vertical Design load 66.7kN 15,000Ibs. I .'1a�d Sidewalk applications with a safety faeror far Test Load 100.1 kN 22,50D Ibs. tl� a;r d!,1.1 1 r I th1A j, non-deliberate vehicular trafficesigri,Lnad 38,1kPa 89 1b/sq,ft.` Test laaa9 57.5 kPa 1,90{bs./sq,ft, TIEf i�3 Vertical Design Load 100.1 kN 22,500 Ibs. PO Nk and Ff 41 MrJ<<is.rr":O'Y Sldewa(kapplido'gswithasafetyfactor:for Test Load 1501kN 33,750lbs. i S6�tr, "M-Or'hi p 11 ci rtlr r' non-deliberate vehicular traffic iE1f Leterai Des gh Load 38 3 kPa 8O01bs Testload 575kPa...',., 1,200IbsCsq fL AASHTO H-20 Certified precast concrete,cast iron or other AASHTO recognized materials.* Del Iberaie vehicular traffic applications Theirrire.noAASHT(Jdesi.rrortest rovisronsfarpol mertor _osltes.7berefor ONLY.Wazite®does not currently offer any 9 P „ P y P. e there is no.tecognizedmethod of testing far enclosures for this application tier; qu(cii6ka(ion.ApglyingothermaterialtetingmethodstopolyrnerCompositesisnottecognizedbyMSHTO,BUYERBEWAREI a NMI I �10:11 ME I Page 14 November 2011 M. —MNZ+.;xgZ B x' `" °`"' b� ' px Pc`Esal" q'"err n ✓ { &� °a. -4.�s s ,. e h a s c as nx gg p 4� Y 1 4 Z ga%3 &5 aA eFb°aR +U S' 4s e r x� u u 3 pass c e.�' a< " v `x° xe s +#�'c qz EaL`' a s a #� � UN {5 p 3*^H&' D L"P' :#ff Xf tl .Y F� ?^n»L Kkp : 3.F KS k" .lS 2g igfiy D a„ s,:- s� � e r3 cc} z#fi��s.,^' sxa r ss'..''.a`"•i;n, c � r➢ � , e'�' �rl�. �/�jj%�1� Ra$¢xap�59 � `i� i �i�eallaw Ik � t ,FSd4M�d8�� YYa« n x :,is 3x�s3i' nl .xx.:.,r as aex�s a^x ¢§sI r r r�.�} Sx>:- 9 a¢ s KIN, r6 ? r as xb tt a t u a #, s x ? n . � x t Et k �v r z a ¢ a x i als aq p. °r *r1tii2 a} aR x tt se d;c3 v�. d ' �#z °� 3 Y'd r ¢x - xyz.k tts n'c °ng�( 3 p"Y9 4 p I" §4- `l,`9 6 S}}}.�,,.-'�� q�FV i.8 S i�E ,3 3 d. GS C,°Y ty�]�✓�flP� .� 6,20 - a sr e.x�r a:.'a's a a ao xz �a iz xx a s to .�`� `��€ee t n �a*t�?.�➢°Yyk'3 '�8 S � -n � .%� y99 p d gy ci4 >§'+'� �a8 5 1 �E S t KA ttp E4tA)�1'y4 5 .Y Y Sk t9B ":�`tlRY 9�' C4 Y t R 9WN ., &�i �CrC L`X§ Y4 P "6�SlePbk A IIt'e 9y°aA Ysgff'''.'YyiY 88 CI9 % A' C x 8 roi9 _.. y vs xs xsF In x i i i t` �"Ia A s}I a 33 x d ^ fEsaa ii sx�zx'�u i 4xAY c53 S. i ; t x8„ 3 �. Y ff %p q I[v'.tY j3a 8 " Lfi a', ya ° - "n" N, '",era.x''^a� �x�a°s�a°` k 'fs}�, t �e'a"x °�` �..-'" �€��,',":iy�'s�„Fa = '• _ POSITION 2 VERTICAL SIDE WALL TEST POSITION 3 WHEEL.LOAD COVER TEST - f t.. HORTlrsta OF WHEEL LOAD POSITION I / ,�•�J11,�� •.4,'.. LATERAL SIDE WALL TEST WHEEL LOAD 15 POSITION 2 VERTICAL. SIDE WALL TEST WHEEL LOAD POSITION 1 ,,.✓ { POSITION 3 LATERAL LOAD COVCR TEST a Determine Logos and ptiorrs®Specialized Accommodations. Logos and options are listed in the section titled- "Special Options&Applications-- Page 15 November 2011 lak „�:.,hUVsu�,>,++htaAYe';•-.1tYS'3tu4'LUY�t*.YVckkhxKUY•,Tl\slY.lY•.4...Zvi:Mvt�1;A:a.1i,Y�'N Kv��lc�,v'.w��.�, �tii»:� ��. .�.'i�. ��. �,.... �' ty 6� L G� Dimensions/ Data 17"-x 30'l'G Style Polymer Concrete(Stackable) Assembly 3/8 STAINLESS STEEL HEXHIM w/wasHER (2) � (51) 3tg32) Pry QUAZFTE LOGO S �n ULL SLOT COEFFICIENT OF(102) TIER LOGO F .s COEFFICIE OF COVER { FRICTION SKID RESISTANT SURFACE GRADE ADJUSTABLE 1(� 9 EXTENSION 8 /2° (641 3(/gk) Ig (zo3) 3/8'� EXTENSION (1 D) (13) BOX 4 3/4" (121) X .f e 5/8" (117) 2x 4" (102) X 4" (102) KNOCKOUTS (E) OPTIONAL MOUSEHOLE 1 EACH END DESCRIPTION TIER DESIGN/TEST LOAD# WEIGHT# PALLETQTY PART NO. W) Bois.�.�. 8 .. $� (1 ,ODU _.. .2 �, U, " F�173( AO *" W/2 Bolts 15 15,000/22,500 83 20 PG17301-IAOU** & No Bolts 8 8,000/12,U00 52 20 PG1730WAUU** To order gasketed covers,replace the letter"A"with the letter"G". .Replace**with a logo code found on page 18. NOTE:Gasketed rovers and bolt grommets must be used with a gasketed box.Gaskets reducelhe inflow of fluids but do not make the enclosure water tight. 4 � Page 30 April 2015 .� ,,,.e.,..,,.,..,.,,.......,,,,.,.,,. ...,,,..,,,.,..,.. ,,,,,..o,....,...m,,,.,a...,,,,,..,..,.,,4..�,a.,...<.s......�,.a.....t HUBBELL - Dimensions/ Data 17"x 30"PG Style Polymer Concrete (Stackable)Assembly (Continued) ,u' t rf3eRl, ls� g14f 6 i DESCRIPTION DEPTH TIER DESIGN/TEST LOAD# WEIGHT# PALLETQTY PART NO, _ r 2 22500/33;750 10 Al ' 18" 22,500/33,750 94 8 PG1730BAIB t►� Standard0Ii6attom, 22" 22- 22,500l33,7S0 1Q6" 6 PG173(16AZ2 24" 22,500!33,750 122 6 1`0730BA24 v. 30: 27,500/33,75a 144 4 Pf 173(18A30 i 121/2" 22,500133,750 85 10 PG173ODA12 U� 181/2 ;22,500/13,750 17''DA18 U� Solid Bottom 22.1/2" 22 22,500133,750 124 6 PG1730DA22 4� 24:1I2 22 50!33,750 t37 6 PU1730DA24 g1 301/2" 22,500/33,750 ISO i 4 PG1730DA30 To order boxes with 2 standard mouseholes,replace the letter'"A"with the fetter°B". To order gasketed boxes,replace the letter"A"with the letter"G". NOTE' Gasketed cover and bolt grommets must be used With a gasketed box, Gaskets reduce the inflow of fluids but do not make the enclosure water tight. ME 0,11 41300"", 'iffim-11111,M DESCRIPTION DEPTH TIER DESIGN./TEST LOAD# WEIGHT# PALLETQTY PART NO. bpenbottam 83f4" 2.2 22: 00/3 750', 36 12 P6173d A08 Solid bottom 91/4" 22 22500/33,750 55 '12 PG173CRA08 € n' r, r ae �,� 9 CHIP DESCRIPTION DEPTH TIER DESIGN/TEST LOAD# WEIGHT# PALLETQTY PART NO. 3"T41a o�t8slon.. 1/B" �w.,22XXX22,544138,750 .. ry 48" ' 12 PG3700D03 `.' Page31 1 Apt 2015 say 4 ..e».......... FiUic"3��LL nuaZdd Dimensions/ Data 30"x48"PG Style Polymer Concrete(Stackable)Assembly yA�GR MINLESS 3/6 ST6 Brss STT.FL#71�0)/ 1 8)° HIXR NEAR BO�7 M Aj2 Q) S) W/WASNER 2 ( 1 Q W/14ASHER 2 ( I I el 4UA21TE LOGO dUAZR£LOGO 1/27(13)X 4'(102) TIER LOCO 1/2"(13)X 4'(102} TIER LOGO PULL SLOT(2) PULL SLOT(M1) 5 COEFFICIENT OF COVER 5 C-0EFFICIENF OF PDLYM ER TONGUE FRICTION SKID FRICTION SKID C h GROOVE. RESISTANT SURFACE 32 RESISTANT SURFACE COVER (la I T{{ #9 s/o� (e1g1/A° 0811/®, off lafi 2� 8a 1 � MI{g91 14) ° .111�50) � (203) (1 O) 0 BO TTOM 1/3; 1 EXTENSION LFTING BOLT(4) �tr BOXI`(sl) TOP 2X 4'(102)K 4'(102) EXTENSION OPTIONAL AIOUSEHOLE i EACH END UFUNG 60Lr(4) r id '49a„Y' ° az s4�'3 s j` ..)T a i,s 3+IM"f Lw {�'�";y'Y�`.'�t''' > Y4 3 DESCRIPTION TIER DESIGN/TEST LOAD# WEIGHT# PALLET CITY PART NO, Wd2Bol 8 8,0t01,1dt3lll�, 15 .. 14 G3048CAG0'�* 2 piece w12 Bolts 8 8,000112,000 181 10 PG3048C500** Wf 2 Bolts 15,(3012Z,50f1 21CT j 10 PG3048HAQ0** r, y` 2 piece w/2 Bolts 15 15,000/22,500 206 10 PG30481-I500** Nr Wf 2Bt51ts < � 215,nQ/33 75(� 220 10 PG3Q No Bolts 8 8,000/12,000 154 10 PG3048WA00** To order gasketed covers,replace the letter"A"with the letter"G". Replace**with a logo code found on page M NOTE;Gasketed covers and bolt grommets must be used with a gasketed box.Gaskets reduce the inflow of fluids but do not make the enclosure water tight. Page 39 April2015 laffluz HUBSEL _ nuaZite Dimensions/ 3011x 48"PG Style Polymer Concrete(Stackable)Assembly (Continued) NMI DESCRIPTION DEPTH TIER DESIGN/TEST LOAD# WEIGHT# PALLET QTY PART NO, 18F 22,50013 ,75 185 4 PG3Q48Bk18 � i ndard p 3oitooi 24" 2 ,: 22,500/33,75Q 236 3 PG3048BA24 36` .;'22150Q133,754 33 2 PC�304..8�3A36 48' 22,500/33,750 450 1 PG3048BA48 ;1811 ° 22,500 i 3;,750pG3t}4DA98,,. Solid Bottom 2 41/2" 22 22,500/33,750 297 1 113141DA21 361/2" 2 X(3 P1�50 344=; 2 P63048DA 6 48" 22,500/33,750 501 1 PG3048DA48 To order boxes with 2 standard mouseholes,replace the letter"A"With the letter"B". To order gasketed boxes,replace the letter"A"with the letter"G". 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RO Li vy rL o a � 9 � 1 i V a e o Hill 2.1 dap l&r §��§�� W 12 11 i p m I g 155 1 ��o Z 1 \ \\ Mall h ww 47 t a ', r • ,_� � �"/'ate � .�: �..A V s �� 'W"s QUO Flo Voss r > _ a7c" !,a Fes' Nv GS'o18 oLOE/LL/> 'M Uj 'MR! D 0 W 0 1- 6TOZ/ZT/LO -13S J-IWd3d ui CL ,ow, Leonard Cuni Stryker ,From: Keith Beal [keith@csa-architects.coml Sent: Tuesday,January 28, 2020 12:10 PM To: Bruce Schafer Cc: howard-matthew@monroecounty-fl.gov;jose@csa-architects.com; Paul Rankin; Jennifer Lederhouse; r.abbate@stryker-electric.com; leonard,cuni@stryker-electric.com Subject: Re: PKJCDF- Site Utility Relocation Project Bruce, See below in RED Thanks, RECEIVED BY Keith Beal Senior Project Manager JAN 2 81*2020 Stryker Eleotrical Estimating Currie Sowards Aguila Architects Architecture-Planning-Interiors Sustainable Design 185 NE 4th Ave Suite 101 Delray Beach,FL 33483 tel: ff�76-�4951 fax. (561)243-818 keith@csa-architects.com www.csa-architects.com On Tue, Jan 28, 2020 at 10:27 AM Bruce Schafer<BSchafer@biltmoref1.com>wrote: Keith, You may not have saw this. Please review and respond. Thanks 3 3 Bruce Schafer Biltmore Construction I Project Manager i t:727-585-2084 I m:727-639-0784 e: BSchafer@biltmorefl.com I w: www.biltmoreconstruction.com M. a: 1055 Ponce de Leon Blvd, Belleair, FL 33756 I This electronic transmission may contain information which is confidential and privileged.The information transmitted is intended only for the person or entity to which it is addressed. If you are not the intended recipient:any review, retransmission,dissemination or other use of, or taking of any action in reliance upon,this information by 3 persons or entities other than the intended recipient is prohibited. If you received this transmission in error,please contact the sender and delete the material from any system that contains it,including but not limited to the destruction of paper and other physical reproductions of this transmission.Receipt by ANY individual or entity is not a waiver of any legal privilege(e.g.attorney client,work product,etc.) Furthermore, this electronic transmission does not constitute an e-signature, nor any other form of e-identification or e-authorizatlon. By this transmission Biltmore Construction does not intend to evidence a binding agreement, or to imply that the author has any authority to enter into a binding agreement on behalf of Biltmore Construction. From: Bruce Schafer Sent: Monday, January 27, 2020 12:41 PM f To: 'Keith Beal'<keith@csa-architects.com>; 'Matthew Howard, Project Manager'<Howard- Matthew@monroecount -fl.gov>; ',lose Aguila" <'ose@csa-architects.com>; Jennifer Lederhouse <jlederhouse@biltmorefl.com> Cc: howard-matthew@monroecounty-fl_gov; jose@csa-architects.com; Paul Rankin <PRankin@biltmorefl.com>; Jennifer Lederhouse<Lederhouse@biltmorefl.eom>;r.abbate@ stryker- { electric.com; leonard.cuni@stryker-electric.com Subject: RE: PKJCDF- Site Utility Relocation Project Keith, } 3 3 3 I have a couple additional questions: Refer to Plan-Note 11 and confirm handhole size For any duct banks consisting of(2) 2" i would recommend the17(W)x 30 (L) x 36 (D) handholes. ® Refer to Plan Note 14 and confirm handhole size. Is it to be the same size as existing? 17(W) x 30 (L) x 36 (D)handholes. Refer to snippet below and confirm if handhole is required at green square. No handhole required,.only a sweeping elbow: Also, any change in direction of the fiber optic conduits shall be done in sweeps as indicated in the specifications and as an industry standard. 2 3y E From: Bruce Schafer Sent: Monday, January 27, 2020 12:07 PM To: Keith Beal <keith@csa-architects.com>; Matthew Howard, Project Manager<Howard- Matthew@nionroecounty-tJ.gov>; Jose Aguila<jose@csa-architects.comn>;Jennifer Lederhouse <ilederhouse @ biltmorefl.com> Subject: RE: PJCDF-Site Utility Relocation Project 3 i Keith, 3 Is the Enumeration below correct? The only scope that is different from our Proposal dated 08.28.2020 is with Sheen T1.0, correct? F F 'f Thanks 3 ENUMERXVION OF DOCUMENTS: Drawing No Dniw!ogT1flo DraivingDatt A . i Cover sbeet OM82111 ' ; � � ti �g ,ltllti� lwiltl�at � : -2 P t ling l:ltii tics 1= hihit, Phan 1) 07,09.2017 M3 Fil 1.06fides 11. .hiNt 07,092,017 `P-1 proposed Utility SlItePlan Ex.hibit VK C 07x ,2 1, E1�0 1310C-tetcal SYMbol fxgciad, end Nofts 07.1 , 111 F Site flan lition—lPi: ourdi .i 7a 1 201 E10 Site Flan—f� 1 C inati t 07.12. 1 Det,4115i171s1 11 A' "�' tr rdi a i � ,24. 22 T a l Technology Details OT 12.2019 3 E 3 j From; Keith Beal <keith@csa-arehitects.com> Sent: Monday, January 27, 2020 8:41 AM To: Bruce Schafer<BSchafer@biltmorefl.com>; Jennifer Lederhouse<�lederhouse@biltmnrefl.com>; Matthew Howard, Project Manager<Howard.-Matthew@monroecou=-il.gov>; Jose Aguila<jos7 e@csa- architects.com> Subject: PKJGDF- Site Utility Relocation Project i f Good morning. Attached, Please find the revised T1.0 for your use. Items that have been revised are as follows: i 1 - Southwest corner of the property - Underground telecom conduits have mostly been removed and i coordinated with AT&T's proposed aerial and pole locations f 2- Existing Cow-thouse conduits to Demarcation Room-The conduits are now shown to wrap around the south end of the building, then up to the roof and across to the demarcation room 3- Northwest portion of the site - Telecom conduits were extended to the west from handhole nearest tree 36 and then to the Roth Site in order to intercept the existing underground wiring. 4 - Keynote's were adjusted according to the revised layout. i 4 Thanks, L L Keith Beal E E i Senior Project Manager i E t i i Currie Sowards Aguila Architects Architecture•Planning Interiors•Sustainable Design 185 NE 4th Ave Suite 101 Delray Beach,FL 33483 tel: 56� I276 4951 fax: �5611243-8184 keith@esa-architects.com www.csa-architects.coin - Virus-free. www.avq.com 5