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Resolution 2019-31061 RESOLUTION NO. 2019-31061 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, APPROVING AND AUTHORIZING THE CITY MANAGER TO NEGOTIATE AND EXECUTE A WORK ORDER WITH TEAM CONTRACTING INC., IN THE AMOUNT OF $502,117.49, PLUS AN OWNER'S CONTINGENCY IN THE AMOUNT OF $80,000.00, FOR A TOTAL AMOUNT OF $582,117.49; WITH PREVIOUSLY APPROPRIATED FUNDING, FOR THE INSTALLATION OF A NEW EMERGENCY GENERATOR AT THE NORTH SHORE YOUTH CENTER AS PART OF THE GENERAL OBLIGATION BOND PROGRAM FOR THIS FACILITY LOCATED AT 501 72ND STREET, PURSUANT TO THE COMPETITIVELY BID SOURCEWELL COOPERATIVE CONTRACT FOR CONSTRUCTION SERVICES, FORMERLY KNOWN AS NATIONAL JOINT POWERS ALLIANCE (NJPA); AND FURTHER, AUTHORIZING THE DIRECT PURCHASE OF THE NEW GENERATOR AND RELATED EQUIPMENT IN ACCORDANCE WITH SECTION 212.08(6), F.S., AND RULE 12A-1.094, F.A.C. WHEREAS, Job Order Contracting (JOC) is a contracting methodology that enables facility owners to expedite and accomplish a large number of repairs, maintenance and construction projects with a single, competitively bid contract with pre-established pricing for most construction activities; and WHEREAS, the Finance and Citywide Projects Committee (the Committee), on February 21, 2014, endorsed a recommendation by the Administration, as a pilot to reintroduce this efficient process of project delivery to the City, to begin utilizing the Gordian Group's indefinite quantity contract (IQC), alternatively known as JOC, for construction services to expedite the delivery of construction or maintenance projects under $250,000, or for emergency projects, as approved by the City Manager; and WHEREAS, the National Joint Powers Alliance (NJPA), now known as Sourcewell, a national cooperative that bids contracts aggregating the spend volume of agencies across the country, awarded Contract No. 071415-GGI for IQC construction services, and said contract includes an award to Team Contracting, Inc., through the Gordian Group's IQC process, to provide services to the City pursuant to the contract; and WHEREAS, on January 15, 2014, via Resolution No 2014-28462, the City Commission authorized the Administration to utilize cooperative awards by Sourcewell, pursuant to Section 2-369 of the Miami Beach City Code; and WHEREAS, the City's Property Management Department is responsible for administering a project to install an Emergency Generator at the North Shore Youth Center, (the "Project"); and WHEREAS, in order to expedite the completion of the Project, the Administration recommends utilizing the Sourcewell IQC Contract No. 071415-GGI to procure the necessary construction services for the Project; and WHEREAS,Team Contracting, Inc., has been identified as an eligible contractor under the Sourcewell IQC Contract No. FL-SEA-GC04-041019-TCI., as the most qualified and experienced contractor to complete the required scope in a timely manner; and WHEREAS, on November 6, 2018, Miami Beach residents voted to approve a $439 million General Obligation Bond Program to revitalize public spaces, public structures and enhance public security for the future of Miami Beach; and WHEREAS, North Shore Youth Center was identified as part of the General Obligation Bond program; and WHEREAS,facility enhancement includes the installation of an Emergency Generator; and WHEREAS, City staff is currently negotiating the final cost with Team Contracting Inc., in the total amount of$582,117.49 including an owner's contingency; and NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby approve and authorize the the City Manager to execute a work order with Team Contracting, Inc., in the amount of $502,117.49, plus an Owner's Contingency in the amount of $80,000.00, for a total amount of $582,117.49; with previously appropriated funding, for the installation of an emergency generator at the North Shore Youth Center, pursuant to the competitively bid Sourcewell Cooperative Contract for Construction Services, formerly known as National Joint Powers Alliance (NJPA); and further, authorize the direct purchase of the new generator and related equipment in accordance with Section 212.08(6), F.S., and Rule 12a-1.094, F.A.C. PASSED AND ADOPTED THIS •fid DAY OF OC,Ode ✓ 2019. ATTEST: e„.„.....d (11, ),, .e:: 2,--- CIT CLERK MAYOR 01 Bei C . f G' ,t :INCORP ORATED: ' A' e,.4 AS TO -, ��1 h: , + ELUTION ity Attorney -" ate. Resolutions - C7 B MIAMI BEACH COMMISSION MEMORANDUM TO: Honorable Mayor and Members of the City Commission FROM: Jimmy L. Morales, City Manager DATE: October 30, 2019 SUBJECT:A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA,APPROVING AND AUTHORIZING THE CITY MANAGER TO NEGOTIATE AND EXECUTE A WORK ORDER WITH TEAM CONTRACTING INC., IN THE AMOUNT OF $502,117.49, PLUS AN OWNER'S CONTINGENCY IN THE AMOUNT OF $80,000.00, FOR A TOTAL AMOUNT OF $582,117.49; WITH PREVIOUSLY APPROPRIATED FUNDING, FOR THE INSTALLATION OF A NEW EMERGENCY GENERATOR AT THE NORTH SHORE YOUTH CENTER AS PART OF THE GENERAL OBLIGATION BOND PROGRAM FOR THIS FACILITY LOCATED AT 501 72ND STREET, PURSUANT TO THE COMPETITIVELY BID SOURCEWELL COOPERATIVE CONTRACT FOR CONSTRUCTION SERVICES, FORMERLY KNOWN AS NATIONAL JOINT POWERS ALLIANCE (NJPA); AND FURTHER, AUTHORIZING THE DIRECT PURCHASE OF THE NEW GENERATOR AND RELATED EQUIPMENT IN ACCORDANCE WITH SECTION 212.08(6), F.S., AND RULE 12A-1.094, F.A.C. RECOMMENDATION The Administration recommends adopting the Resolution. BACKGROUND/HISTORY ANALYSIS On November 6, 2018, Miami Beach residents voted to approve a $439 million General Obligation Bond Program to revitalize public spaces, public structures and enhance public security for the future of Miami Beach. The North Shore Youth Center was identified as part of the General Obligation Bond program to be enhanced with the installation of a 500 kW generator as well as a number of ancillary items such as the automatic transfer switch, enclosure, fuel system and concrete base. The Project procured via Page 177 of 849 the Gordian Indefinite Quantity Contract (IQC) was awarded to Team Contracting Inc. an eligible contractor under the Sourcewell IQC Contract No. FL-SEA GC04-041019-TCI. The installation of the generator will allow the North Shore Youth Center to function as a City designated Emergency Operations Activation (EOA) in the event of a storm or other catastrophe that results in loss of power to the facility. The Job Order Contracting (JOC) is a contracting methodology that enables facility owners to expedite and accomplish a large number of repairs, maintenance and construction projects with a single, competitively bid contract with pre-established pricing for most construction activities. On February 21, 2014 the Finance and Citywide Projects Committee (the Committee) endorsed a recommendation by the.Administration to reintroduce this efficient process of project delivery to the City, to begin utilizing the Gordian Group's indefinite quantity contract (IQC), alternatively known as JOC, for construction services to expedite the delivery of construction or maintenance projects under $250,000, or for emergency projects, as approved by the City Manager. Sourcewell, formally known as National Joint Powers Alliance (NJPA), a national cooperative that bids contracts aggregating the spend volume of agencies across the country, has awarded Contract No. #071415-GGI for IQC construction services to the Gordian Group. The NJPA contract with the Gordian Group includes a number of contractors prequalified to provide services to the City pursuant to the contract under an IQC pre-priced methodology. In the interest of time, the City has chosen to expedite the Project and utilize the IQC process to procure the necessary construction services for the Project. Through the IQC process, Team Contracting, Inc. ("Contractor')was identified as the most qualified and experienced contractor to complete the identified scope utilizing the Sourcewell IQC Contract No. 071415-GGI to procure the necessary construction services. The City and the Gordian Group met with the Contractor to review the scope for the Project. After negotiations, the Contractor submitted a bid proposal, utilizing the Catalog in the amount of$502,117.49 for the Project plus an Owner's project contingency of$80,000.00, for the total amount of$582,117.49. The cost proposal is currently being reviewed and analyzed by the engineer of record, staff, and the Gordian Group to negotiate final cost. Therefore, the Administration believes that it is in the City's best interest to authorize the City Manager to negotiate and execute the work order with Team Contracting, Inc., in the amount of $582,117.49 including an Owner's contingency with previously appropriated funding for the installation of emergency generator at the North Shore Youth Center, pursuant to the competitively bid Sourcewell Cooperative Contract for Construction Services, formerly known as National Joint Powers Alliance (NJ PA). FINANCIAL INFORMATION Previously appropriated as part of the General Obligation Bond project #13 North Shore Youth Center. CONCLUSION The Administration recommends adopting the Resolution. Page 178 of 849 Is this a Resident Right to Does this item utilize G.O. Know item? Bond Funds? No Yes Strategic Connection Environment & Infrastructure - Make existing and new government buildings, assets and fleet efficient, sustainable and resilient. Legislative Tracking Property Management ATTACHMENTS: Description ❑ IQC Proposal ❑ Resolution Page 179 of 849 Work Order Signature Document THE GORDIAN GROUP NJPA EZIQC Contract No.: FL-SEA-GC04-041019-TCI X New Work Order Modify an Existing Work Order Work Order Number.: 072736.00 Work Order Date: 10/21/2019 Work Order Title: North Shore Youth Center New Generator Owner Name: City of Miami Beach Contractor Name: Team Contracting, Inc. Contact: Olga Sanchez Contact: Daniel Gell Phone: 305.673.7000 x 2567 Phone: 305 207.9799 Work to be Performed Work to be performed as per the Final Detailed Scope of Work Attached and as per the terms and conditions of NJPA EZIQC Contract No FL-SEA-GC04-041019-TCI. Brief Work Order Description: The Scope of this project consists of the installation of a new Kohler 500 KW Standby Generator as well as an Automatic Transfer Switch to provide power for the entire facility.The work also includes the installation of a new structural support for the Generator.All work to be in accordance with specifications and construction documents approved by the Building Department. Time of Performance Estimated Start Date: Estimated Completion Date: Liquidated Damages Will apply: 1-1 Will not apply: E1 Work Order Firm Fixed Price: $502,117.49 Owner Purchase Order Number: Approvals Owner Date Contractor Date Work Order Signature Document Page 1 of 1 10/21/2019 Page 180 of 849 tgAITTivtL-- r"' THE GORDIAN GROUP Detailed Scope of Work To: Daniel Gell From: Olga Sanchez Team Contracting, Inc. City of Miami Beach 13911 SW 42nd St. Suite 209 1700 Convention Center Drive Miami, FL 33175 Miami Beach, FL 33139 305 207.9799 305.673.7000 x 2567 Date Printed: October 21, 2019 Work Order Number: 072736.00 Work Order Title: North Shore Youth Center New Generator Brief Scope: The Scope of this project consists of the installation of a new Kohler 500 KW Standby Generator as well as an Automatic Transfer Switch to provide power for the entire facility.The work also includes the installation of a new structural support for the Generator.All work to be in accordance with specifications and construction documents approved by the Building Department. Preliminary n Revised n Final The following items detail the scope of work as discussed at the site.All requirements necessary to accomplish the items set forth below shall be considered part of this scope of work. Scope of work is specified in the attached electrical and structural plans, prepared by Manuel Mollinedo, P.E., and Cathy Tiedge, P.E.,of TLC Engineering Solutions, Issue Date 8/9/19 with some sheets revised 9/5/19 per BD Comments, Plan Sheets E0.000, E1,000, E2.000, E3.100, E3.100, E3.200, S-001, S-100, S-101, and ME1.101. Subject to the terms and conditions of JOC Contract FL-SEA-GC04-041019-TCI. Contractor Date Owner Date Scope of Work Page 1 of 1 10/21/2019 Page 181 of 849 Contractor's Price Proposal - Summary Date: October 21,2019 Re: IQC Master Contract#: FL-SEA-GC04-041019-TCI Work Order#: 072736.00 Owner PO#: Title: North Shore Youth Center New Generator Contractor: Team Contracting,Inc. Proposal Value: $502,117.49 ELECTRICAL $399,302.72 FIRE ALARM $7,036.63 FOUNDATIONS $16,429.00 GENERAL REQ. $17,366.12 SUPERSTRUCTURE $61,983.02 Proposal Total $502,117.49 Thisl total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the proposal total is due to rounding. The Percentage of NPP on this Proposal: Contractor's Price Proposal-Summary Page 1 of 1 10/21/2019 Page 182 of 849 Contractor's Price Proposal - Detail Date: October 21,2019 Re: IQC Master Contract#: FL-SEA-GC04-041019-TCI Work Order#: 072736.00 Owner PO#: Title: North Shore Youth Center New Generator Contractor: Team Contracting,Inc. Proposal Value: $502,117.49 Sect. Item Mod. UOM Description Line Total Labor Equip. Material (Excludes) ELECTRICAL 1 01 22 16 00 0002 EA Reimbursable FeesReimbursable Fees will be paid to the contractor for eligible $7,150.00 costs. Insert the appropriate quantity to adjust the base cost to the actual Reimbursable Fee.If there are multiple Reimbursable Fees,list each one separately and add a comment in the"note"block to identify the Reimbursable Fee(e.g.sidewalk closure,road cut,various permits,extended warranty, expedited shipping costs,etc.).A copy of each receipt shall be submitted with the Price Proposal. Quantity Unit Price Factor Total Installation6,500.00 x 1.00 x 1.1000 = 7,150.00 FPL FEE FOR SHUTDOWN 2 01 22 20 00 0010 HR ElectricianFor tasks not included in the Construction Task Catalog®and as $4,039.47 directed by owner only. Quantity Unit Price Factor Total Installation64.00 x 55.90 x 1.1291 = 4,039.47 DEMOLITION EXISTING CT METER AND CT CABINET OVER TIME 3 01 22 20 00 0010 0001 MOD For Foreman,Add $75.88 Quantity Unit Price Factor Total Installation24.00 x 2.80 x 1.1291 = 75.88 4 01 22 20 00 0010 HR ElectricianFor tasks not included in the Construction Task Catalog®and as $12,744.08 directed by owner only. Quantity Unit Price Factor Total Installation200.00 x 55.90 x 1.1399 12,744.08 GENERATOR REMOTE ANNUNCIATOR ALLOWANCE.LOCATION TBD 5 01 22 20 00 0010 HR ElectricianFor tasks not included in the Construction Task Catalog®and as• $3,029.60 directed by owner only. Quantity Unit Price Factor Total Installation48.00 x 55.90 x 1.1291 = 3,029.60 TO ASSIST FPL WITH TEMP.SHUTDOWN 6 01 22 20 00 0010 HR ElectricianFor tasks not included in the Construction Task Catalog®and as $3,029.60 directed by owner only. Quantity Unit Price Factor Total Installation48.00 x 55.90 x 1.1291 = 3,029.60 CONNECT TEMPORARY GENERATOR 7 01 22 23 00 0404 DAY 6,000 LB Mini-Excavator With Full-Time Operator $2,502.88 Quantity Unit Price Factor Total Installation3.00 x 738.90 x 1.1291 2,502.88 TRENCHING AND EXCAVATION OF BOXES 8 01 22 23 00 0943 DAY 40 To 45 Ton Lift,Truck Mounted Hydraulic Crane With Full-Time Operator $4,122.32 Quantity Unit Price Factor Total Installation2 00 x 1,825.49 x 1.1291 = 4,122.32 Contractor's Price Proposal-Detail Page 1 of 8 10/21/2019 Page 183 of 849 Contractor's Price Proposal - Detail Continues.. . Work Order Number: 072736.00 Work Order Title: North Shore Youth Center New Generator ELECTRICAL 9 01 71 13 00 0003 EA Equipment Delivery,Pickup,Mobilization And Demobilization Using A Tractor $721.75 Trailer With Up To 53'Bedlncludes loading,tie-down of equipment,delivery of equipment,off loading on site,rigging,dismantling,loading for return and • transporting away.For equipment such as bulldozers,motor scrapers, hydraulic excavators,gradalls,road graders,loader-backhoes,heavy duty construction loaders,tractors,pavers,rollers,bridge finishers,straight mast construction forklifts,telescoping boom rough terrain construction forklifts, telescoping and articulating boom manlifts with>40'boom lengths,etc. Quantity Unit Price Factor Total Installation1.00 x 639.23 x 1.1291 = 721.75 10 01 74 19 00 0038 CYM Hauling On Paved Roads,First 15 Miles $638.51 Quantity Unit Price Factor Total Installation942.50 x 0.60 x 1.1291 = 638.51 TRENCHING AND EXCAVATION OF BOXES 11 01 74 19 00 0039 CYM Hauling On Paved Roads,Miles Over Initial 15 Miles $425.67 Quantity Unit Price Factor Total Installation942.50 x 0.40 x 1.1291 = 425.67 TRENCHING AND EXCAVATION OF BOXES 12 05 05 23 00 1602 EA 5/8"Diameter x 2-11/16"Long,Welded Stud Concrete Anchors $4.93 Quantity Unit Price Factor Total Installation100 x 4.37 x 1.1291 = 4.93 13 23 05 48 13 0082 EA 4-1/4"x 2-1/2"x 2-1/8"Molded Neoprene Mount,380-700 LB $1,457.60 Quantity Unit Price Factor Total Installation14.00 x 92.21 x 1.1291 = 1,457.60 14 23 13 23 13 0043 EA 1,000 Gallon Double Wall Steel Day Tank;Tramont UTRXIncludes rust-inhibitor $17,550.00 coated interior and gray painted exterior. Quantity Unit Price Factor Total Installation100 x 15,543.35 x 1.1291 = 17,550.00 15 23 21 13 23 1217 EA 1/4"Cap,6,000 LB,Screwed Carbon Steel $9.82 Quantity Unit Price Factor Total Installation 1.00 x 8.70 x 1.1291 9.82 16 26 05 13 00 0177 EA 500 MCM Cable Splice,To 5 KV One Conductor,Shielded Medium Voltage To $17,646.48 5 KV Quantity Unit Price Factor Total Installation60.00 x 260.48 x 1.1291 = 17,646.48 17 26 05 19 16 0280 MLF #10 AWG Cable-Type THHN-THWN 600 Volt Copper,Single Stranded,Placed $2,361.72 In Conduit Quantity Unit Price Factor Total Installation4.00 x 522.92 x 1.1291 = 2,361.72 18 26 05 19 16 0286 MLF #1 AWG Cable-Type THHN-THWN 600 Volt Copper,Single Stranded,Placed $1,310.36 In Conduit Quantity Unit Price Factor Total Installation0.48 x 2,417.78 x 1.1291 = 1,310.36 19 26 05 19 16 0289 MLF #3/0 AWG Cable-Type THHN-THWN 600 Volt Copper,Single Stranded, $9,728.08 Placed In Conduit Quantity Unit Price Factor Total Installation2 24 x 3,846.33 x 1.1291 9,728.08 FROM ITS TO EXISTING ELECT.ROOM Contractor's Price Proposal-Detail Page 2 of 8 10/21/2019 Page 184 of 849 Contractor's Price Proposal - Detail Continues.. Work Order Number: 072736.00 Work Order Title: North Shore Youth Center New Generator ELECTRICAL 20 26 05 19 16 0292 MLF 300 MCM Cable-Type THHN-THWN 600 Volt Copper,Single Stranded,Placed $11,988.58 In Conduit Quantity Unit Price Factor Total Installation168 x 6,320.13 x 1.1291 = 11,988.58 FROM GENERATOR TO ITS 21 26 05 19 16 0294 MLF 400 MCM Cable-Type THHN-THWN 600 Volt Copper,Single Stranded,Placed $67,859.90 In Conduit Quantity Unit Price Factor Total Installation7 36 x 8,165.88 x 1.1291 = 67,859.90 FROM NEW MAIN HOLE TO NEW ITS+FROM ITS TO EXISTING ELECT.ROOM+NEW CT BOX TO ITS 22 26 05 33 13 0027 CLF 1"Electrical Metallic Tubing(EMT)Conduit Assembly With 4#10 Copper THHN $1,217.21 And 1#12 Copper Insulated Grounding ConductorIncludes conduit,set screw connectors,set screw couplings,straps,wire as indicated.Not for use where detail is available. Quantity Unit Price Factor Total Installation1.50 x 718.69 x 1.1291 = 1,217.21 SHUNT TRIP TRIGGER BUTTON 23 26 05 33 13 0548 EA 4"Rigid Galvanized Steel(RGS)Threadless Compression Connectors $9,631.77 Quantity Unit Price Factor Total Installation 56.00 x 152.33 x 1.1291 9,631.76 WATERPROOF POLARIS CABLE CONNECTION 24 26 05 33 13 0806 EA 3"Intermediate Metal Conduit(IMC)Sealing Fitting,Vertical/Horizontal $1,179.95 Quantity Unit Price Factor Total Installation4.00 x 261.26 x 1.1291 = 1,179.95 25 26 05 33 13 1472 LF 3"Schedule 40 Polyvinyl Chloride(PVC)Conduit With Coupled End $3,030.50 Quantity Unit Price Factor Total Installation400.00 x 6.71 x 1.1291 = 3,030.50 EMERGENCY BUTTON SHUT OFF 26 26 05 33 13 1472 LF 3"Schedule 40 Polyvinyl Chloride(PVC)Conduit With Coupled End $12,122.02 Quantity Unit Price Factor Total Installation1,600.00 x 6.71 x 1.1291 = 12,122.02 FROM MAIN HOLE TO ITS FROM ITS TO GENERATOR FROM ITS TOELEC.ROOM 27 26 05 33 13 1472 0155 MOD For Schedule 80,Add $1,914.95 Quantity Unit Price Factor Total Installation1,600.00 x 1.06 x 1.1291 = 1,914.95 28 26 05 33 13 1485 EA 3"Schedule 40 Polyvinyl Chloride(PVC)Conduit 90 Degree ElbowSee CSI $1,688.41 section 26 05 33 13-2255 for conduit field bending. Quantity Unit Price Factor Total Installation32.00 x 46.73 x 1.1291 = 1,688.41 29 26 05 33 13 1485 0155 MOD For Schedule 80,Add $294.83 Quantity Unit Price Factor Total Installation32.00 x 8.16 x 1.1291 = 294.83 30 26 05 33 13 1498 EA 3"Schedule 40 Polyvinyl Chloride(PVC)Conduit 45 Degree ElbowSee CSI $622.45 section 26 05 33 13-2255 for conduit field bending. Quantity Unit Price Factor Total Installation12.00 x 45.94 x 1.1291 = 622.45 31 26 05 33 13 1498 0155 MOD For Schedule 80,Add $106.77 Quantity Unit Price Factor Total Installation12.00 x 7.88 x 1.1291 = 106.77 Contractor's Price Proposal-Detail Page 3 of 8 10/21/2019 Page 185 of 849 Contractor's Price Proposal - Detail Continues.. Work Order Number: 072736.00 Work Order Title: North Shore Youth Center New Generator ELECTRICAL 32 26 05 33 13 1843 EA 3"Polyvinyl Chloride(PVC)Conduit Female Adapter,Direct Burial $249.58 Quantity Unit Price Factor Total Installation12.00 x 18.42 x 1.1291 = 249.58 33 26 05 33 13 1843 0389 MOD For Personal Protective Equipment(Arc Flash)When Working On Energized $57.18 I Equipment,Add Quantity Unit Price Factor Total Installation 12.00 x 4.22 x 1.1291 57.18 34 26 05 33 13 2101 EA 3"x 12"Long Polyvinyl Chloride(PVC)Coated,Urethane Lined,Rigid $1,997.38 Galvanized Steel(RGS)Nipple,Direct Burial Quantity Unit Price Factor Total Installation 10.00 x 176.90 x 1.1291 1,997.38 35 26 11 16 00 0124 EA Shunt Trip And Auxiliary Switch Accessories,Secondary Distribution Section $1,017.67 •Quantity Unit Price Factor Total Installation1.00 x 901.31 x 1.1291 - 1,017.67 SHUNT TRIP TRIGGER BUTTON 36 26 25 00 00 0029 EA 225 Amp Cable Tap Box,600 Volt,3 Phase,3 Wire $2,506.25 Quantity Unit Price Factor Total Installation1.00 x 2,219.69 x 1.1291 = 2,506.25 CT METER CAN 37 26 25 00 00 0040 EA 1,000 Amp Cable Tap Box 277/480 Volt,3 Phase,4 Wire $3,415.45 Quantity Unit Price Factor Total Installation1.00 x 3,024.93 x 1.1291 = 3,415.45 CT BOX 38 26 29 13 13 0053 EA NEMA 4,Non-Reversing Integral HP,2 Pole,Push Button Operator,NEMA Size $1,347.73 M-1 P,Manual Motor Starter With Thermal Overload Protection(Square D 2510MCW12) Quantity Unit Price Factor Total Installation100 x 1,193.63 x 1.1291 - 1,347.73 EMERGENCY SHUTOFF FOR GENERATOR 39 26 32 13 13 0020 EA 500 KW Diesel Generator Set,3 Phase(Cummins DFEK) $111,844.38 Quantity Unit Price Factor Total Installation 1.00 x 99,056.22 x 1.1291 - 111,844.38 40 26 32 13 13 0020 0098 MOD For Weather Resistant Steel Diesel Generator Enclosure,Add $40,755.15 Quantity Unit Price Factor Total Installation100 x 36,095.25 x 1.1291 - 40,755.15 41 26 36 23 00 0019 EA 1,200 Amp Automatic Transfer Switch,3 Pole Circuit Breaker,NEMA 1 $21,607.25 Enclosure(Cummins OTPC1200) Quantity Unit Price Factor Total Installation1.00 x 19,136.70 x 1.1291 = 21,607.25 NEMA 4X 42 26 36 23 00 0019 0196 MOD For NEMA 3R Enclosure,Add $3,091.92 Quantity Unit Price Factor Total Installation1.00 x 2,738.39 x 1.1291 = 3,091.92 NEMA 4X 43 33 71 19 00 0003 EA 24"x 36"x 24",Electric Pull Boxes,Precast Concrete $1,222.75 Quantity Unit Price Factor Total Installation 1.00 x 1,082.94 x 1.1291 = 1,222.75 44 33 71 19 00 0009 EA 48"x 60"x 48",Electric Pull Boxes,Precast Concrete $7,356.47 Quantity Unit Price Factor Total Installation2 00 x 3,257.67 x 1.1291 = 7,356.47 Contractor's Price Proposal-Detail Page 4 of 8 10/21/2019 Page 186 of 849 Contractor's Price Proposal - Detail Continues.. Work Order Number: 072736.00 Work Order Title: North Shore Youth Center New Generator ELECTRICAL 45 33 71 19 00 0026 EA 3'-6"x 2'-9"x 2'Deep Property Line Box $2,627.46 Quantity Unit Price Factor Total Installation1.00 x 2,327.04 x 1.1291 2,627.46 CT METER CAN FROM FPL Subtotal for ELECTRICAL $399,302.72 FIRE ALARM 46 28 05 14 23 0007 MLF 2-Pair,16 AWG,Twisted Pair,Non-Shielded,Plenum Rated,Solid Type FPLP $2,932.96 (Red),Fire Alarm/Life Safety Cable,Installed In Conduit Quantity Unit Price Factor Total Installation150 x 1,731.74 x 1.1291 = 2,932.96 47 28 46 21 33 0989 EA Red,120 VAC,Intelligent Fire Alarm Control Panel(Notifier NFS-320R) $4,103.67 Quantity Unit Price Factor Total Installation1.00 x 3,634.46 x 1.1291 - 4,103.67 Subtotal for FIRE ALARM $7,036.63 FOUNDATIONS 48 01 22 23 00 0404 DAY 6,000 LB Mini-Excavator With Full-Time Operator $2,502.88 Quantity Unit Price Factor Total Installation3.00 x 738.90 x 1.1291 = 2,502.88 Load and excavation of foundation 49 01 71 13 00 0003 EA Equipment Delivery,Pickup,Mobilization And Demobilization Using A Tractor $721.75 Trailer With Up To 53'Bedlncludes loading,tie-down of equipment,delivery of equipment,off loading on site,rigging,dismantling,loading for return and transporting away.For equipment such as bulldozers,motor scrapers, hydraulic excavators,gradalls,road graders,loader-backhoes,heavy duty construction loaders,tractors,pavers,rollers,bridge finishers,straight mast construction forklifts,telescoping boom rough terrain construction forklifts, telescoping and articulating boom manlifts with>40'boom lengths,etc. Quantity Unit Price Factor Total Installation100 x 639.23 x 1.1291 = 721.75 Load and excavation of foundation 50 01 74 19 00 0038 CYM Hauling On Paved Roads,First 15 Miles $407.15 Quantity Unit Price Factor Total Installation601.00 x 0.60 x 1.1291 - 407.15 51 01 74 19 00 0039 CYM Hauling On Paved Roads,Miles Over Initial 15 Miles $271.44 Quantity Unit Price Factor Total Installation601.00 x 0.40 x 1.1291 = 271.44 52 03 11 13 00 0003 SF Continuous Footings Foundation Wood Formwork $1,615.52 Quantity Unit Price Factor Total Installation392.00 x 3.65 x 1.1291 = 1,615.52 53 03 11 13 00 0003 0001 MOD For<1,000,Add $278.84 Quantity Unit Price Factor Total Installation392.00 x 0.63 x 1.1291 278.84 54 03 21 11 00 0090 LF #5,Grade 60,Footings,Steel Reinforcement Bar $1,503.96 Quantity Unit Price Factor Total Installation1,332.00 x 1.00 x 1.1291 = 1,503.96 Contractor's Price Proposal-Detail Page 5 of 8 10/21/2019 Page 187 of 849 Contractor's Price Proposal - Detail Continues.. Work Order Number: 072736.00 Work Order Title: North Shore Youth Center New Generator FOUNDATIONS 55 03 31 13 00 0005 SF 6"3,000 PSI Slab On Grade Concrete Slabs Assembly $345.38 Quantity Unit Price Factor Total Installation52.20 x 5.86 x 1.1291 = 345.38 Stair slab 56 03 31 13 00 0005 0156 MOD For Up To 500,Add $113.16 Quantity Unit Price Factor Total Installation52 20 x 1.92 x 1.1291 = 113.16 57 03 31 13 00 0018 CY Direct Chute,Place 3,000 PSI Concrete Continuous Footings $2,310.52 Quantity Unit Price Factor Total Installation14.14 x 144.72 x 1.1291 = 2,310.52 58 03 31 13 00 0018 0039 MOD For Up To 20,Add $138.42 Quantity Unit Price Factor Total Installation14.14 x 8.67 x 1.1291 = 138.42 59 03 37 16 00 0010 HR 35 CY/HR,66 HP Trailer Mounted Concrete Pumpincludes hoses $803.56 Quantity Unit Price Factor Total Installation8 00 x 88.96 x 1.1291 = 803.56 60 31 23 16 13 0011 CY Backfilling or Placing Subbase for Trenches with Imported or Stockpiled $1,709.65 Materials by Hand Quantity Unit Price Factor Total Installation97.00 x 15.61 x 1.1291 = 1,709.65 61 31 23 16 13 0013 CY Compaction of Fill or Subbase for Trenches by Vibratory Plate,Air Tamper, $360.33 Etcetera Quantity Unit Price Factor Total Installation97 00 x 3.29 x 1.1291 = 360.33 62 31 23 16 13 0013 0068 MOD For>20 To 50,Add $180.71 Quantity Unit Price Factor Total Installation97.00 x 1.65 x 1.1291 = 180.71 63 32 11 29 13 0002 SY 6"Thick FDOT Limerock $2,603.89 Quantity Unit Price Factor Total Installation69.40 x 33.23 x 1.1291 = 2,603.89 64 32 11 29 13 0002 0010 MOD For Up To 500,Add $561.84 Quantity Unit Price Factor Total Installation69.40 x 7.17 x 1.1291 = 561.84 Subtotal for FOUNDATIONS $16,429.00 GENERAL REQ. 65 01 22 16 00 0002 EA Reimbursable FeesReimbursable Fees will be paid to the contractor for eligible $10,808.60 costs. Insert the appropriate quantity to adjust the base cost to the actual Reimbursable Fee.If there are multiple Reimbursable Fees,list each one separately and add a comment in the"note"block to identify the Reimbursable Fee(e.g.sidewalk closure,road cut,various permits,extended warranty, expedited shipping costs,etc.).A copy of each receipt shall be submitted with the Price Proposal. Quantity Unit Price Factor Total Installation9,826.00 x 1.00 x 1.1000 = 10,808.60 PERFORMANCE BOND 66 01 74 19 00 0014 EA 20 CY Dumpster(4 Ton)"Construction Debris"Includes delivery of dumpster, $1,471.49 rental cost,pick-up cost,hauling,and disposal fee.Non-hazardous material. Quantity Unit Price Factor Total Installation2 00 x 651.62 x 1.1291 = 1,471.49 Contractor's Price Proposal-Detail Page 6 of 8 10/21/2019 Page 188 of 849 Contractor's Price Proposal - Detail Continues.. Work Order Number: 072736.00 Work Order Title: North Shore Youth Center New Generator GENERAL REQ. 67 02 41 16 13 0030 CF Reinforced Concrete Foundation Demolition $5,086.03 Quantity Unit Price Factor Total Installation550.00 x 8.19 x 1.1291 = 5,086.03 slab on site to be removed Subtotal for GENERAL REQ. $17,366.12 SUPERSTRUCTURE 68 01 45 23 00 0012 EA Proctor Compaction 6"Standard Mold,Field Soils Test $1,659.24 Quantity Unit Price Factor Total Installation6.00 x 244.92 x 1.1291 = 1,659.24 69 01 45 23 00 0226 EA Professional Engineer Registered in the State of FloridaProfessional $3,810.71 Engineering Services are to be used only as directed by the Owner.These services are used for investigational services and not for AE design services.2 hour minimum. Quantity Unit Price Factor Total • Installation45.00 x 75.00 x 1.1291 = 3,810.71 RAILING AND STAIRS SHOP DRAWING 70 03 21 13 00 0124 LF #5,Grade 60,Elevated Slabs,Galvanized Steel Reinforcement Bar $1,552.51 Quantity Unit Price Factor Total Installation1,100.00 x 1.25 x 1.1291 = 1,552.51 71 03 31 13 00 0007 SF 8"3,000 PSI Slab On Grade Concrete Slabs Assembly $5,619.53 Quantity Unit Price Factor Total Installation700.00 x 7.11 x 1.1291 - 5,619.53 72 03 31 13 00 0007 0157 MOD For>500 To 1,000,Add $1,240.88 Quantity Unit Price Factor Total Installation700.00 x 1.57 x 1.1291 - 1,240.88 73 03 37 16 00 0010 HR 35 CY/HR,66 HP Trailer Mounted Concrete Pumpincludes hoses $1,607.12 Quantity Unit Price Factor Total Installation =16.00 x 88.96 x 1.1291 1,607.12 2 DAYS GROUTING BLOCK+SLAB ELEVATED 74 04 05 16 26 0009 SF Grout Concrete Block Cores-8"Block,Grout Fill Block Solid(0.258 CF/SF) $4,309.77 Quantity Unit Price Factor Total Installation1,100.00 x 3.47 x 1.1291 = 4,309.77 75 04 22 23 13 0006 SF 8"x 8"x 16",Cored,Lightweight,Concrete Block $8,023.38 Quantity Unit Price Factor Total Installation1,100.00 x 6.46 x 1.1291 ' 8,023.38 76 05 05 23 00 1072 EA 1/2"Diameter x 10"Length,316 Stainless Steel,Hex Head Bolt $398.69 Quantity Unit Price Factor Total Installation 10.00 x 35.31 x 1.1291 398.69 77 05 05 23 00 1120 EA 3/4"Diameter x 8"Length,316 Stainless Steel,Hex Head Bolt $724.25 Quantity Unit Price Factor Total Installation16.00 x 40.09 x 1.1291 = 724.25 78 05 73 00 00 0003 LF Aluminum Ornamental Handrail Vertical Square Bars At 6",Shaped Top Rail, $11,233.02 Up To 42"High Quantity Unit Price Factor Total Installation115.00 x 86.51 x 1.1291 = 11,233.02 Contractor's Price Proposal-Detail Page 7 of 8 10/21/2019 Page 189 of 849 Contractor's Price Proposal - Detail Continues.. Work Order Number: 072736.00 Work Order Title: North Shore Youth Center New Generator SUPERSTRUCTURE 79 05 73 00 00 0003 0143 MOD For 4"On Center Standards,Add $586.91 Quantity Unit Price Factor Total Installation115.00 x 4.52 x 1.1291 = 586.91 80 09 24 23 00 0004 SF Two Coat Troweled Stucco,Scratch/FinishExcludes lath and felt.Interior or $3,440.37 exterior,one side. Quantity Unit Price Factor Total Installation1,100.00 x 2.77 x 1.1291 = 3,440.37 81 09 24 23 00 0004 0034 MOD For Smooth Float Finish,Add $732.79 Quantity Unit Price Factor Total Installation1,100.00 x 0.59 x 1.1291 = 732.79 82 09 66 16 00 0039 SF 3"Thick Precast Terrazzo Stair Landing Structural,Non Slip $9,886.60 Quantity Unit Price Factor Total Installation186.50 x 46.95 x 1.1291 = 9,886.60 83 09 91 13 00 0089 SF Paint Exterior Stucco Walls,1 Coat Primer,Brush/Roller Work $571.32 Quantity Unit Price Factor Total Installation1,100.00 x 0.46 x 1.1291 = 571.32 84 09 91 13 00 0091 SF Paint Exterior Stucco Walls,2 Coats Paint,Brush/Roller Work $606.65 Quantity Unit Price Factor Total Installation553.90 x 0.97 x 1.1291 = 606.65 85 32 11 16 16 0009 SY 12"Crushed Aggregate Base Course For Roadways And Parking Areas $4,793.03 Quantity Unit Price Factor Total Installation193.13 x 21.98 x 1.1291 = 4,793.03 6 LAYERS PROPERLY COMPACTED 86 32 11 16 16 0009 0010 MOD For Up To 500,Add $1,186.26 Quantity Unit Price Factor Total Installation193.13 x 5.44 x 1.1291 = 1,186.26 Subtotal for SUPERSTRUCTURE $61,983.02 Proposal Total $502,117.49 This total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the proposal total is due to rounding. The Percentage of NPP on this Proposal: yo Contractor's Price Proposal-Detail Page 8 of 8 10/21/2019 Page 190 of 849 Subcontractor Listing THE GORDIAN GROUP Date: October 21,2019 Re: IQC Master Contract#: FL-SEA-GC04-041019-TCI Work Order#: 072736.00 Owner PO#: Title: North Shore Youth Center New Generator Contractor: Team Contracting,Inc. Proposal Value: $502,117.49 Name of Contractor Duties Amount No Subcontractors have been $0.00 0.00 selected for this Work Order Subcontractor Listing Page 1 of 1 10/21/2019 Page 191 of 849 TLC GENERAL NOTES SPECIFICATIONS BASIC MATERIALS ENGINEERING SYMBO DESCRIPDON SOLUTIONS. 9141 FsxPErnrcw cl�EiuPirelmAs�me _ES MAMOExmE-WIPAT6 SITFa,EUMGENCTwxsriNOBrEanP FPA TF¢Pa RATOR P — 5757 Blue Lagoon Drive,Suite 490 pp----�� �LDLAPATxGMEUA1uMT„741mff OTT Miami,Florida 33126 EPEx.umismDP s EMTM ENGTwsvawo ATxI� Y H EDO-COLINTWIN MIAMI Hi 1.160 wnW,PATxG.sxmm www.floengineers.com uxwuuT6PE6PEUUTa imm uOWNTTEO OOOxG SSRu SW16 OWEcnrcuwFrnnTOENGNESMAN..UORP9wL BEPWAIm ,ticcnBineers.com CONN EirECT MINN +ANO MC MI/0111 EDEIONI S,W DWTREANN YWIIDPx¢ WWITH MEEPPA S at9NTµ1ESSSTFEIENCLmIE _ :cuv NOP CLASS F. 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NBwel Pavq:100.00% 5757 Blue Lagoon Drive,Suite 400 / [BI005 005I0WTWx1OPEwry.utvnYKOxsmEDIEwrtEPSNAI B40Euo0Eo. 8....; 5757 Florida 33126 EIEPO EIOLOOJPE0, - P 305266.6553 ��' / "1 ❑HOLES ANDOPEMO IN Eµmsm D P.15305015 Eart,EAsuuE PEUEowlmvPwEeEmmPsalxn:o wvnv.ticcngineers.mm 0,115 PURPOSE. EXISTING PANELIIOPTOPE524. CK L r / �� ❑E O0,o55103G00E.0Pl0000%E0 ECT. o,cam�m�waEmEEx — w.wno.�w., I. onus ,.Sw 1 :000 .5.5.5555 MST. = coA1s E0714315015 03 ,Bsw eaPMy4mincEnp..M1B,.mm•.00• 1013503•110 MPEAKEIHMIMEANYBONDING ME BAP NEUTRAL TLC Project No 619056 AP 92/1 IS 9VA IL_LI ,/� 71 MPSNSPCM aPp sMuxme twO nAuw A P nE A Dery THINK.LISTEN.CREATE. PM PIAEMST mow wu61 10x0010 n BB M P p_ oo xusw O�Amxo�P11°nr""D„PEa`'50Emum'N°roxB�mEN•Tri c�O+SxnE-OrwvEOAc«wEcm+PErwEEx �[I pun E . 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PROPOSED ELECTRICAL RISER DIAGRAM e _ 11/51 55PVC 3021 o SroP A x 1ATE 1 /WM bsu,o,1 1 PEPPESFNTA EOR PENOTeNwlwcwroA lNNIOGTO3HI M1T 06092019 CMCSPECEE. �g11rPVPBPx,51002PECIPEDEITIMINAcmP.EPS Drawn ev Author 1 0 1301 EMEPGENCOMITOFF Be1MwFIP.EPPPOa PPOYM 01 �.� �- lwouwule In 0005052 By Approver P.CUGwmxOAS 50322olvuu.13ACTUPPI SSPECIMA xs �:j� 555 As indicated pe IP PAttx W5EPNS.PETH OO o91E0v OLE r_-r'_ \-P0P"m ITA6EP F mNSK. _ 007090E .PEEEnToww¢saESUPE r--fir_._=-__F 0 •-••• �•• ELECTRICAL RISER ® xCOVVEN22 :11NmAwcmxNxrPm. c�.��: w",. ® 0Ew1100C0000OS6s.EDr1.3322.Er.,UPr. ,4onminxa0BI005Sw DIAGRAM ® EK7m5l06000x0x0¢Ern1Ecwax'm0uv10Eamxe nECP10000x0LEOETNL o SSIFw NYPn¢FCwnµPOOKusEln rvOuwnrwxx OPT. ss.0 ® 0xPATOPNOUSING m BL009Plwao.0O0E5TOPuwoam 8 Dia..No: 2 HAND HOLE E2.000 1 N.T.S. Page.211343 £TLC Alternator spoomea5on. Appnea6on Data ENGINEERING KGIiL�. 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MECHANIGL 3.NO sTRuCTURAL UpEowojcccii eo UNLESS L0� amOANVANO LCOSTO wcunp0oOF 01THBENCTHE I E1 o'FREm00GFOR RENEW OF THECONTRACT ILL GOVEROV P DRAWINGS UNLESS OTHERWISE BANG 11 WITH WATER CMR FOR mnxlMuu nxDWTTxE MABmum WWW,8C-eGglneeR.wm DSOT M BOTTOM DT.ENGINEER OF RECORD.SHO CNG ABOVE.wSPLICEs 4.CHANGES ANO ADDITIONS MADE ON RESUBWITALS SHALL BE CLEARLY FLAGGIEDAND MIN MINIMUM 4.DO NOT SC...LEON...S. THE PURPOSE OF THE RESLIBIATTALS SHALL BE CLEARLY NOTED ON THEa En 110 15 CP CAST IN PCF CUBIC LACE 77P14 MI. NOSCELLANECUS MPH mIIESFERHouR EDTOIRSE N IO 5. BLED, SHALL BE o OPENNIINGSANDA05HLOTR•m'ON TM[DRAWINNesCORNms. TLC Pmjecl NO 619056 EnOmerbs •� JOINTCL CENTERLINE vERTICaL DAtuM THE CONTRACTOR'S pTO�OF OI 101CAxOITswMPVMINE E COOURwG00 ES RE-sum nCAUSING ets(MORE AN ONE,AT nrtER/iEfNGINNEEERS CURRENT CAUSED TEsnPLE SED TO PRICE COIN) RIInCaE 01RUCTUREADwEANOOR SOW THINK.LISTEN.CREATE. CLR ANCE RACE INCLUDES ADDITION Fx[cRE,SaRYSHORING.� xEEnTO RNG.iEPoR RA TEMON PORARY GUYS CO OOMPA o NOT MO THIS EO013303 SUBMITTALS s 0OTE0 OTHERWISE.AT FILLED LONG CONTINUOUS NS NEAR SIDE DETCCCAILSLABDED 41171 AL DETAILS.ON RRING ON THE PROJECT THAT ARETHE DRAWINGS E SAME OR ISHALL APPLYTOAD MILAR TOTHOSE BATONS D AND STAMPED APPROVED BY THE GDERAL CD.LS LAY UNRS WITH FULL BED JOINTS AROUND CELLS. CONT WORD COORDINATE CC ON CENTECONST OONSTRUCTION RS CAH'DEO.LOGATON ON THE DRAWINGS..BF TMLiSSHA RAcroR CALLY CONTRACTOR PRYOR TO DAD_REVIEWED TFOR ENGINEER RDAEws001 DRAWINGS FOR THE MIA 8. SUBMIT PROPOSE°GROUT MIX DESIGNS FOR REVIEW 1000 MIX NUMBER DCD R OTHER CTR CID 0110EN0ERm CD ory JOINT 0.10 OPP OPPOSITE s ODERMI. REFERENCED AT EA. ENGINEER OOFFSRECORD.xonPPuueamORTnIULDETUL�sE EOTx°EsiApieoFvaOwI�DRAW OOS 10100 BYAPRaEssluut ENGIxEEa e. u4±0 suPERPusrlcaER 00l0011 PROHIBITED. C it PLY POUNDS PER LVIEAR FOOT 7.THE GENSI.CONTRACTOR SHALL COMPARE INEARCHITECTURAL MECHANI.L.ELECTR CAL. 000 wwexiHEPROIEer RESIOEs) rvT SUFFICIENT TO MaxrAlrvnCLEAR.UNOBSTRUCTED CONTINUOUS VEDIC.GROUT SPACE (.)) �n LAI SHALL BE SUBMITTED FOR ENGINEERS RECORD ONLY. cEr DETAIL Ps POUNDS PER SOUARE INw WITHNRIOR �aHArSET OFsniun um sCHDEPT DEPARTMENT PSF POMO&PER SQUARE FOOT PLUMBING,CVAL AND STRUCTURAL DRAWINGS.°REPORT ANT RH AANRUCTURAL�DE EPANCIES ROP A REINFORCING slm OTHER11.ANT OVERHANGING MORTAR OR OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE t F-DA DIAMETER RECORD rE DL LOADSON CONTRACT "uRe"n000NmaRENE REINFORCING CONTRACTOR SHALL �DGApxAL "GEM""x000R'm"x�s"S REPRESENT THE FINISHEDs�CONSTRUCTION.SEB.c«GRETEMMDESIGNB VERTICAL E ORc�MR �BEHELD WPD DNar GPAND BD w NDATINTERVALS �Q co IAO NG RREOD ev REVISION MEANS.ME°TTHODS,S,SAFETY.THE ENGINEER DOES NOT HAVE P CEDURE.TECHTROL OR CHARGE TiwEss uENCEADC.METAL STAIRS(D) REINFORCEMENT SHALL BE ALL EDwuvLYWITH GROUT.SAMPLE AND TEST } E EA EACH RESPONSIBLE FOR.CONSTRUCTION MEANS.METHODS. EE EACH END SQUARE PROCEDURES,FOR SAFETY CONNECTION.. oNOT BE GROUT PER ASTM MOM 01 N LC°rn wrn°TH WORK OUR D.GUARDRAILS(D) CONSOLIDATED AT NG BY VIBRATING ANO RECONSOLIDATED LATER BY D.GROUT SHALL BE POURED IN LIFTS OF 4 FEET MAXIMUM HEIGHT.GROUT SHALL. '- a El SWANSON 707. SPC Icu 100 CASSIS `NOD IN nd NNWREWRDANCE W.EF EACH FACE SIM SIMILAR THE ACTS OR 0741..OF THECOIN 1100ACT SUBCONTRACTOR OF pFT"uiouRR OUUTTTHE 3.MANUFACTURE.MATERIALS AND PR _ LITERATUREFOR ALL UMENTS 15.WHEN THE GROURNG IS STOPPED POR ONE HOUR OR LONGER.HORDONTAL CONSTRUCTION - g EDB..ELEV ELEVATION STD STANDARD EC EENGNGINEER _EER STLcr STANDARDµ PRODUCTS STEEL R OF GROUT NOT LESS THAN,n0INCH BELOW THE CO Ur SPACED TOP OF THE UPPERMOST UNIT GROUTED. EOR 23SP EQUAL RECORD .THE STRUCTURAL ENGINEERS OBUGATIONSTO REVIEW SHOP DRAWINGS AND OTHER E00 10LBENDxG DUGaAMMI PLACING DETAILS OFACI STANDARDS E TYPICAL BENDING DIAGRAM AND PLACING DETAILS DEAD ES EACH SDE PLACED SHALL BE ASTM A815 GRADE 50 DEFORMED BARS.FREE DOM Oil,SCALE ANSI RUST AND 0EIN EACH WAY TE ADED]DEFORMED BARS.FREE FROM OIL.WALE AND NU ST V h EXIST EXISTING TEMP ONEN TEMPERATUREICE '.1-111....111.1111 PROW.CONCRETE COVEN R PRIMARY REINFORCEMENT,TIES.AND SDRRUPS,ASFOLLOWS, SPECIFICATIONS. 00ms,01010MATCHVFRT000000 Z DP DPANSON TENS TENSION ADVA.EDRAWINGSANDSUNITEERI FYINGTHE DATES FOR THE SUBMITTAL THE SHOPWITHIPBPDCESPER EAT EMEVIOR HEADED MUM COVER 14 urvo. 1 FOUNDATION TOL TOLERANCE _m•'FROMF'XPOOSURRETOE'00DVIRON0O01101000 PPRTOOGRASMoR ALL 0015 312001 FOUNDATIONS-W/O SOIL REPORTS FLOOR RAL IND,.BE ESTABLISHED PI TIE OWNER.HIS PPREwRL.PRAoMSHAi`rve'mc wcIT FOR CR EXPOSED TO EARTH OR E"CE LEANT GEOTECHwOAL RECOMMENDATIONS,THE FOUNDATIONS �saan. GRADE TED TYFCµ W.L FOUNDATION FDN FOUNDAINON TRANS TRANSVERSE MAINTENANCE SEAALANOTNTSTRCAUDEDJOINTSSCRAMS IN CONCRETE,AND PRESSURE S.EXSTRUCTURAL TR ON ao SHWG CF EDSOONRLOi`LJORNTS,SPLLSANNDWEATHER ETHER OR OR SMALLER Tr iORORDA COEEFROExr°EDUCTON OFoaw COOMPACTED FILLcALAND Lw PSF uxo ILl 100 1010 0110 000 COToT 0005 ENTOR 011 wwsH CHEDIICA00 `10OILoRI'IDDA nDOc°OE FOF1R0000Hs 80000 GDIDNO. THEE.evmov 1.was.WALLS,.MISTS 411 OR SMALLER UN FT FGET,ror II.IN THE PROFESSIONAL OPINION OF TLC ENGINEERING SOLUTCNS.THE CONTRACT ETD FOOTING VS. v10100ER.'IN FIELD CreITERwA0 F0000SSET FORTH IN THE FLORIDA BUILDING ComeiEA�°100 EDITION1.77 "STRUCTURAL -BFAMsnrvo0 AL OF SO ALL BARS,.r1MPL IED,ARE MADE BY TLC FOR THE PER E"aOPPINERw°NDATIONN°Es.EXPRESSED«+ GA 9. SECURE ..ATA MINIMUM,.PREPARATwrvvroRNSHALL INCLUDE' GALV GB GALVANIZED FOOD. 010002 DESIGN LOADS V4/ VOTH VIDE P DRAWINGS PRI CR TO COMMENCING FARR x _ GC GENERAL NTRACTOR WWE WALL THIS BUILGEN SENOR. FLORIDA BUILDING CODE 501 DING HAS10 BEEN NDESSURFIESIGNED INACCORDNCEWI.BV LOCAL uTHE S ES SHALL BE IN ACCORDANCE WITH SANO TOP A STRIPPING AND GRUBBING.OE ITIE BUILDING PUCE _ PLusAwwGIn OESREErARwxD M 10GM GL GRID UNE JO® wDS.ANT SOFT POUNDS/PEE01M ENUMBER -.OFOFOLLOWING WIw PERIMPOSED LOADINGS HAVE BEEN UTILIZED. ...SUPPORT BEA.,ETC.ro DUTCH VERTICAL DRS R FCR A DEPTH e DFEE(RSR OOF IRDUNG I.BUIIDING REEPPI`ACED..TE ANX UCLEAN DAED UNDER THE BUILDING AR"ROFHSG9n OF AT LDS(0576 CENTER u� WITH CLASS B TENSION LAP SPLICES LENGTH OF LAP TABLE. ALL SHALL BE CLEAN SAND AND FREE OE ORGANIC MATERIALS.COMPACT RLL IN 12 INCH , MOMENT OF INERTIAINSDE ACE a ANTI 1MIEm LOAw 1s..I.Les OTHERWISE NOTED SPLICES AND BAR mamMEHITSHALL BEAssnwmlNT C(°MnNOOMPACTEOMUM DRY DENSITYVALUE. MINIMUM OF 95.OFTHEMornFIE°PROCTOR • ID IND.C1AMETER DR SIDE 3000 F. 4000 PSI WOO PSI EXCAVATIONS FOR OUNDAnoNSSHALL.COMPACTED TODO FORA DEPTH OF AT LEAST_ RovOlono . INTERIOR __LIVE LOADS T41. BOTTOM OF THE FOUNDATION. Na Dale De.t.., sr JOINT srAIRs JIro PSF r„- SiV OR MORE 71 De 81 De 55 Db DOWN DEWATERING MAT BE TMEWATE."R'LEviLMATiLEuripEMEET COMPACTION VALVES. i OF nPII0010 . ACR MORE 5100 T9De n00 THE Excnvnnw. mN0 NPSFBRSDUAL FOOH .-WIND LOADS.PER FLORIDA BUILDING Owe SECTION Lm9. uLTIMpreDESI00 WINDSPEEo,veO ,n MPx 10 00GUST) UTILIZE CLASS ND SPLICE FOR ALL PL ICES.8. AT CHANCES IN DIRECTION OF CONCRETE CP IS onus NOMINAL DESIGN WIND SPED&WO 1x MPH(SSEC.GUSTSAME SIZE AND SPACING AS HORDONTAL STEEL AND TIE BEAMS PROVIDE CORNER BARS OF STRUCTURAL SYMBOLS AND LEGEND ELHOOKS OPTHEHESHALL u LSTRE� OIEHTOOKED - DR.PROVIDE ADDITIONAL TIES OR.IRRL1Ps IN SUPPORTING STRUCTURE AS REQUIRED TO EXPOSURE . D SATISFY ACI318 HOOK DEVELOPMENT.CONFINDIENT.ANC:ANCHORAGE CRITERIA DETAIL NUMBER 2.4 SEISMIC LOAD.PER FLORIDA BUILDING CO000C10N mm. 033001 CONCRETE-SINGLE STRENGTH 1. CONCRETE D1ALL BE PER AN APPROVED MIX DESIGN�?j S1011 E1 0118 SPECTRAL 80000 0EACCELERATION,SHORT DURATION(D) 0.041AT 28 DAYS OF 4.039 RS WITH A PLA.0 AND WORD.E MIX. mToncHIEVEAsrRENGTH SaaI 'Cr SHEET NUMBER SPECTRAL RESPONSEACCELERAnON.I.SECOND DURATION(SL)O.m -, CONCRETE SHALL BE PLACED Ax ACCORDING Tons STANDARDS AND SPEOFlDTnONC 010011IEDGE,770 Floritla Liwrsa#47783 CLASSIFICATION 0 SIN..RECENT REND CYLINDER OR LABTESTS OUR REVIEW PRIOR S SNEPROPOSED of • ;J.... SSEISMC EISMIC USE GROUPCAT I4. MIX SHALL BE 5 Mu SHALL HE REQUIREMENT A01 CUELY IODIDE°BY MLX ER OR OTHER POSITIVE FDa COARSE000 001E IDENTIFICATION `.,1. ..q,t.V O r ¢EVATrox MORN SEISMIC INEPORrANCE CATEGORY 10 `,,,~a{rvo 4 yes VFo �- :Ov. ' w- / AB PLAN NOTE INDEPENDENTTESTING033003 CONCRETE TESTINGINGTESTs ON GET In 01• STATE aF ;,:7 013100 REQUEST FOR INTERPRETATION(RFI) `PLACE CONCREE ue«,aTwvsHALL PERFORM TxEFOLLDw .) 0 A2E I.RR SHALL ORIGINATE..CONTRACTOR AN°SHALL BE Tu; NATE SNs0LS000L000IIO ICCNO E SHALL BE SUBMITTED IN A PRO°LH'PT THE AS To AVOID A. CIO- u �E FOROR SLUMP �0450VE Sm PORTLAND DEDRucSTaE- 'SSTOAti1E7g. A`A F ACIunLOCCURRw[£sIECNTHC(t(THESE FORWARDED TOTHE ENGNEER VIA THE ARCHIT ELT OR ORECTLYTOTHE ENGINEER DT. _M TAROS(OR ERA..PSHERCONCRETE SPECIMENS..A SEPARATE TEST EO HALLRACONDUCTED ED PEDAT.FOR EACH LABOUR. ' , .J CONTRACTOR WHEN APPROVED EalhIE ARCHITECT. E WR1nREMPTTO¢PmITETHE REVIEW OF ALL RR9 WITWNARFABCNABLETIME (,ypFTFT�sIE ��� (:)ATOS DAYS 619056 S STRUCTURAL SHEET INDEX BUSINESS norsio REVIEW AND RETURN...HMI.,THE ONE ALCITIONAL RESERVE CYLINDER 41RESTm UNDER TXEDRECIICN OF THE ENCINEm, 0000 08)08)19 SHEET SHEET TITLE I°"�NOry MTO oaEDRTw sTRHLRu�ronWxi INCREASE ANT aP u'uBLE COST O RDED -A°^YstwExGrH Is 4.RR RDPONDS ARE NOT THE ADDITIONAL CnINOER(s)MAT BE OR SPECIFIED DESIGN TRALTDR TON., 1 5-001 STRUCTURAL NOTES AND ABBREVIATIONS Drawn ID CDT 5-100 FOUNDATION PLAN B ELEVATED SLAB PLAN ADJUSIVENT IN SCOPE,THE CONTRACTOR SHALL NOT wem1INCREASE R IS THE RESPONSIBILITY OFTHE IN INSCHEDULEOR AROA.Br CGT S-102 SECTIONS APPROVED w WRING BYTHE c0NSTRUcnTR ox 0D0INISATOR. 3132°=1'-0' STRUCTURAL NOTES • AND ABBREVIATIONS oaw.rvn: P S-001 grim_FOUNDATION PLAN NOTE$ ELEVATED SLAB PLAN NOTES TLC 0 ErCO MusA0aa.E NE 0"�EG,m ALD W N=PAO1.00.00,./ O VV SwwE INA,iSI].SEE 0..V.....E„m��«�• ENGINEERING nv AND «�°'"'NEE"°a'= SOLUTIONS. ,. uum045Ls.ANDSELSTAIRS ®, RADEas0NcroR 674 Dixon Blvd. sum BE ROMEO TO ORM'ID. +EMBED EMBEDMENT REFER Cocoa,FL32922 SEE ELECTRICAL DRAvWN'S FOR TO GTEEANR SASE 9UP DRAWING P 321.636.0274 a t a ALL GROUNDING FosrACCESSOe�s. SPACING.NDaaOLT incnn0500 vmwAcengineers.c0m t t TOO DE NOTOIvw00ALVANOm -- a_o' -"• Q TIcwANSm+SAITCN COA 15 CIA NFCR FOR SIZE OConw T,cEa AND LOCA11011. rp S owm.I t. I- —, r 0AsFt e,,,,0eRTLCI 619056 ♦ ♦ S >_t TEMBEDMENT,EFFB THINK.LISTEN.CREATE. IIIIIIIIIIIIIIIIIIIIIIIIIIII II �4 SWITCH " �o tis I- 1 r mi , 1 E WE wuTON CD AA ALLAROUND BT°TIME c 74. CO = _ �' \\\ �GEEaENRSBro�E U _ \\ RENFCRC SfEE STARS w Q r _ — SHALL OBESONE.TO GROW. o 0 \ INFORMATION. D o N E , ACCEESORTESTO SE HOT- IMI = CAPPED GALVANIZED. tor N \ F �0 wFIIM \ , ii IMI IIM II 11 _11 L = l l l l l l l l l l l l l l l l l l l l+� \ \ L L ` , —I—� �I CATHY TIEDGE,P.E. = , = Florida Litems 947763 - 4 I L--- �\��\�\�\� 0 TYR ♦ `,.y OP5P6q'N, 1 — tII+�„.._ .. .,.,.,__,. 144,\:\-\\\11 ./ .v�eE-FOOT^: Elia. \\\\\ I6 S "9s'ONALEA�.. _ e ® _ —_ '� e ® \ r € • • \\\ Aqm Na. 619058 4 L _J _ �.a� 1 _ — • L J 06D8 9 I I l I I I II l I I I I I I I I I I I I I I U I I I I I . e °°""o` 'a° ♦ ♦ I +... -.. ..,„., , AaP..aear. CGT L J L k *C A �� As Indicated „ .s wn. P T-F FOUNDATION PLAN 8 • +F-" "" Cu' ELEVATED SLAB „-• ,, PLAN E I»ro: 1 O FOUNDATION PLAN O ELEVATED SLAB PLAN S-100 1rz• ra trz•=ra Pope1S.ua S o- b EFE�c�P wGs a p NSFER SM. SEEFOUPON.. A GEE�DMGR E., TLC ENGINEERING SOLUTIONS 874 Dixon Blvd. IT T , Coma.FL 32922 P 321.636.0274 www.lIc..englneers.com COA 15 ....Pesos no&Omnia SLanc. TLC Project N0..619056 THINK.LISTEN.CREATE. C. � T®i'-PMAC M0RNG AROUND sr LOALG AROUND - m ,� E %A c eromERs [F$ . pBOLTERoFAU �r4.--®TVP OANCROR_vERTT A'"°TALI TS ea Ts1 n OdiG ReDLTsvATs�0PsBAPSCONT. SHOP "5.Q OS BARS 00GT. DRAWINGSDRAWINGss-co(ATS- a0V2B } N �CONC iOR Gvn_Bav_SrVMF[FLASEETSC M WAN(FLAT TEL'aoNcwMN ` Ca -ff — • '' as nNG 01 I-I I- I I I . i �R' G T°F. I f-:l _I ;� -I POST � N�O =C7 R. 11 II -- 11 YDG®w iF o 1 \\\_ { ..-li }\\ 3 lig 4_,-,. COMPACTED -; : .BARS mN. �' _ `COMPAD(m FILL __ `Stm RNNi.RB6YµoiHSt9 F 5 �!®O FILL �$I�! eOnuw/a®GY0.C.MAX CoreNwrca Ti_ _ srcm...ma'rocWV II '�[ �- miamvmaAaEmE 1111 1111 S(.GRADE EL•09 NOV D--- ill YO06 BAR CONT � a5NOVO iFY INFIELD \ �_ O SAG MSAR/7RMS -v- � � !tl VERIFYRIFIELD • b Y.:. - T,S .2..,:...,..;:,,,,-,.i..,....-0)s BG+smNr. b - R� • RAS eARsmNT. '\ -_ 0. :��� Mi No. Dne Deaalpm �.- 'P 4OARS CD'70. 1 -P 1, 6EWSQ170C. NNE. IMO ALL FXPO.SED STEEL FASTENERS, ALL WORM STEEL,FASTENERS, HARDWARE AND ACCESSORIES HARDWARE AND SSORIES TO BE MOT-OPPED GALVANLEED. TO BE HOT-OPPEO GALVANIZED. O SECTION AT GENERATOR PLATFORM 2 SECTIONATATS PLATFORM 3/4'".150' 3/4'=1'-0' - CATHY TIEDGE,P.E. y 9_11.RESISTANT FINISH Florida License 947763 srawG�urmtm CLOSURE SERMONi �.•4;sY pN EPETR.'.' i S al No`TT03 ���_ AerL .1 T sTATe of :COm o § e-T.g.e=_=JJ sT�mAcTs L CONUmiION , 14,Te../SLAB, A p.m ss.: 619056 �(� .sue Ce•c . .. •�. 08/06119 3 ...DE CGT As Indicated D..mo TDI: cM�mNT SECTIONS pSTEEL EsssEress. 4 TO BE WT OPPED GALVAN Ovweq NP' M RON REND S-101 O T1Y12PICAL=1'"PRE-ENGINEERED STAIR BASE • TLC (---,. 7m. ENGINEERING `Ei' • SOLUTIONS, % 5757 Blue Lagoon are,Sure 400 P 305266.6553 www.5c-nnaneent.eom COA 15 0 CONY I:Ne RC Eaannme EA.,. _ FAULT CURRENT CALCULATIONS TLC Protect No.:619056 POINT TO POINT METHOD FOR 3.PHASE SERVICE THINK.LISTEN.CREATE. %' b I I!-'• " POINT..' I 1101E-UNE a),rI 1. KEYED NOTES Utility Transformer Capacity(Kva) Eva 1500 WWI C O EE n _ Utility Transformer in percent(AZ) VeZ 3 CD m °mEESEursw Eire TOSRE° ° P.H. V _ ;_ - µ �grows E POUTERm'TME�"5 E Volts Line So Line(On Secondary of UtilityTransfomre)(Volts) V1,..0= 480 a_ ;�1�__—_—______--_—_ _—_—_ I ®" 1m�EE"a'r °°am c"'E•mus 010"ExwxnLcmru Naminel Secondary Curren((Calculated)(Amps) I rsel= 1805 O QE EAR RV r e I Qa seEvxcrorsrocoeccxnoesasvrs onares Disfancefmm Xbm to calculated point fin feet) L= 150 >- O . 1 Tw°E°UvrowuacvuNETIMP..)TOTE/WEEP MEM %-YQt 3 IWINO`'"'wsars°raw019OIr°,CESNSW.RANDICEEM.O. Number of sets #sets 4. U,J,/ '- C I O Pa�EowwF99 rnuvExumuomsrrnE°amonsswnrExr = - A ,.vµ um IAIEPN9aEmsLfATEPn1MPtFOP Conductor size KCM �_ �� ( , . N 1 �sTm1: pe x w rre smsmxx-sm<EPArse v.5.-r-w5i Conduit metal or non-magnetic Metallic?Ir NO L O µaTcxalr EUE..,�n.v.wwx°FDA.1] rra. `----'-Ih. U O _ -_� O aw9vw,°Aru`nxAC.Eun.IEwaExcEm1PE _I ,n ° yam, Value equals to one war the impedance per loot d values •C'= 24,297 A-Y7S O O" s at ratsc•wrENxwTMNx•opierthun ¢1xr loundinfEEE241-1990 tableslormnductorsdbussway reIVSE Z ' _ �' on°YF.via uttv°ENooerm ocs.sc ra•rvc WITH DETAILS I SumalSefull load current ofaUconlributing motors MC 140 I SHEET Ii \ 1 �I �o C ..S.•mxaxarxx,a.mFwrwnoolOxr """*1'!' i"W 17/FrO 'ITEM,::rti!a+p?rEY+2Ean!'r*'E'v+*°".+"elee 1-rIPAL CUIJITION"' - �"� If b I '�'=0170, sns.EACH sEr.ole40ouou'rr.0losomn41.4ax NomInal Current @.Xmer Secondary 1,805 Amps I 1 p u1Sm°a1 EPErsmownEs Transformer multiplier=100/(%Z) 30 2 1___ I_�_____ _._—.e.—,_ _ —_- µ10rO1NG91'"EBE°"F'WE EPIXECAS �"IT m_CTECAL PxEPw�PKL ('(Fault current at Xfmr location: 54,150 Amps I I sE°w'am'° nvo.,.00.4..SP runnUH s Factor Y'for I 1 HUMEBAsµ°sv°av 3-phase 0.3016 �/ ,IF, - I p Eauixavaxanmr.w9•L -'1.'�.MEIE w°raeen E°E 0en Multiplier'MP' 0-7683 (17(lt O 0 __O- I. ,©usu,GFrarpSZVfne m EPEKwEEZSCONo O PE"wEutwxxe Symmetrical RMS fault at location 41,603 Amps Ydu _ p Ecseuer vswxoc.T.ueNrn,rssEvaao. Motor contribution 560 Mx Deb c9os,a 5ocwuEmsN� p xEwwwwFmirorPEr,.7111 7171E wcnwn Amps Con bib errs ares MTN Total fault current at Point"A'location .42;161•: • oulirn°n�E'nnsEromPr.°.wsEnn,Pn Ampa'.-• —I— ,_ — — - —— 0• FEF1 aa.FOE PEwEE.,00MamPw."aPEWIEANUxaATORAWL 0E ENESEP VIEW - - ® ,w,imurxE�TMv' ,oc11p1PcvaiimimuProF:wia�wnw C)If the this n Na abort<e Conircult current in the trap secondary of the transformer is known --� �n �To,' enter this number In the cell and discard the transformer capacity and Impedance value CCYYI p ClCENVATmeUTOff xmW:190 MendICATORINEVENIN WW1.OF P curEY01EEEeE ,.. i -- ' HOY MU?TON. un \_ - __' Ex roe. pEamoPAUanAroPeaN AD � I' ® I K• HTVr , A9 SIIN1 BE ElSTNIEDABOVT INE OMNI WADE a�9NAPTrN1�FPEwxSCAne« Tarox A_— `9th 'wxePs xeoo xe •wEM.PO NKarRE10FNEswIMIKO�I=WO rmdMSAo�PaEMR,�ma aaNGEPEMEV.CUM mwsrEENECwoeru .vswoPmvEwnxxorvnoE:EEET MEN Ao oo ENE1 mo,.mv1. WANE TOWITESTANO VRIDGUST UP TOM..., _ _ C�'°_ _ C!YEW ,r w SEP REVUE/AN' wEN° 11p �_—_ - -_ °FUTEwrtnrttrN°a1m�ETnvuaxzEsau TO • A4nuel uensed°�P.E Y 4 I--- =T--�.L�I�� -f1- _I_. FbMaLzenxOfi3fk6 '�J IRCE1i1100a1 111tEGAIE 0&619058 092018 9 Dawn RE Author Nevar er Approver 1/4'=1•-0• 1 ENLARGED ELECTRICAL PARTIAL FLOOR PLAN EN«xoTalc ELf� T-0" ENLARGED 1/4'= ELECTRICAL PARTIAL FLOOR 2 PLAN N ua.NaN. 0- f 1.101 Pepe 10°01519