Conformed_Bid_Set_-_Specs_.pdf

PROJECT SPECIFICATIONS

ORANGE COUNTY CORRECTIONS BUILDINGS D,E,F

MECHANICAL AND FIRE PROTECTION UPGRADES

PROJECT

CONFORMED BID SET

TLC PROJECT NO.: 119048

Orange County Corrections 3741 Vision Blvd

Orlando, Florida 32839

TLC Engineering Solutions, Inc.

255 South Orange Avenue

Suite 1600 Orlando, Florida 32801

April 28, 2023

THIS PAGE INTENTIONALLY LEFT BLANK

Orange County Corrections Buildings D, E, F TLC (119048) Mechanical and Fire Protection Systems Upgrade Project (Conformed Bid Set) 04/28/2023 Orlando, FL

TABLE OF CONTENTS 00 0000 - 1

TABLE OF CONTENTS

GENERAL REQUIREMENTS

000000 Table of Contents 000010 Index of Drawings 001045 Cutting & Patching (R+B) 001351 Special Procedures for Existing Conditions 011000 Summary 012300 Alternates 012500 Substitution Procedures 012600 Contract Modification Procedures 012900 Payment Procedures 013100 Project Management and Coordination 013200 Construction Progress Documentation 013233 Photographic Documentation 013300 Submittal Procedures 014000 Quality Requirements 015000 Temporary Facilities and Controls 016000 Product Requirements 017300 Execution 017700 Closeout Procedures 017823 Operation and Maintenance Data 017839 Project Record Documents 017900 Demonstration and Training 024113 Selective Demolition (R+B)

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES (R+B)

061053 Miscellaneous Rough Carpentry

DIVISION 07 - THERMAL AND MOISTURE PROTECTION (R+B)

071418 Fluid Applied Waterproofing 075423 Thermoplastic Polyolefin (TPO) Roofing – ASI#3 076200 Sheet Metal Flashing and Trim 078413 Penetration Firestopping 079200 Joint Sealants

DIVISION 08 – OPENINGS (R+B)

081113 Hollow Metal Doors and Frames 083113 Access Doors and Frames 083463 Detention Doors and Frames 087111 Door Hardware 089000 Louvers and Vents – ASI#3

DIVISION 09 - FINISHES (R+B)

092216 Non-Structural Metal Framing 092400 Cement Plastering 092900 Gypsum Board

Orlando, FL

TABLE OF CONTENTS 00 0000 - 2

095123 Acoustical Tile Ceilings 099100 Painting – ASI#3 099600 High-Performance Coatings – ASI#3

DIVISION 10 - SPECIALTIES (R+B)

104416 Fire Extinguishers

DIVISION 21 – FIRE SUPPRESSION SYSTEM (AVCON)

210500 Common Work Results Fire Suppression System 210516 Expansion Fittings and Loops for Fire Suppression Piping 210523 General Duty Valves for Water-Based Fire Suppression Piping 210529 Hangers and Supports for Fire Suppression Piping and Equipment 210553 Identification for Fire Suppression Piping and Equipment 211300 Fire Suppression Sprinkler System

DIVISION 22 – PLUMBING (AVCON)

220500 Common Work Results for Plumbing 220523 General-Duty Valves for Plumbing Piping 220529 Hangers and Supports for Plumbing and Equipment 220553 Identification for Plumbing Piping & Equipment 220700 Plumbing Insulation 221116 Domestic Water Piping 221119 Domestic Water Piping Specialties 221316 Sanitary Waste and Vent Piping 221319 Sanitary Waste Piping Specialties 221413 Storm Drainage Piping

DIVISION 23 – MECHANICAL

230010 Basic Mechanical Requirements 230500 Common Work Results for HVAC 230513 Common Motor Requirements for HVAC Equipment 230514 Variable Frequency Motor Controllers 230516 Expansion Fittings and Loops for HVAC Piping 230517 Sleeves and Sleeve Seals for HVAC Piping 230518 Escutcheons for HVAC Piping 230519 Meters and Gages for HVAC Piping 230523 General-Duty Valves for HVAC Piping 230529 Hangers and Supports for HVAC Piping and Equipment

230548.13 Vibration Controls for HVAC

230553 Identification for HVAC Piping and Equipment 230593 Testing, Adjusting, And Balancing for HVAC 230700 HVAC Insulation 230800 Commissioning of HVAC 230900 Instrumentation and Control for HVAC 232113 Hydronic Piping 232116 Hydronic Piping Specialties 233113 Metal Ducts 233300 Air Duct Accessories 233423 HVAC Power Ventilators (ABOVE GROUP)

Orlando, FL

TABLE OF CONTENTS 00 0000 - 3

233713 Diffusers, Registers, and Grilles 234100 Particulate Air Filtration (ABOVE GROUP) 237200 Air-To-Air Energy Recovery Equipment (ABOVE GROUP) 237313 Modular Indoor Central-Station Air-Handling Units (ABOVE GROUP)

237343.16 Outdoor, Semi-Custom Air-Handling Units (ABOVE GROUP) 238219 Fan Coil Units 238239 Unit Heaters

DIVISION 26 – ELECTRICAL

260010 Basic Electrical Requirements 260519 Low-Voltage Electrical Power Conductors and Cables 260526 Grounding and Bonding for Electrical Systems 260529 Hangers and Supports for Electrical Systems 260533 Raceway and Boxes for Electrical Systems 260553 Identification for Electrical Systems 262416 Panelboards 262726 Wiring Devices 262813 Fuses 262816 Enclosed Switches and Circuit Breakers

262913.03 Manual and Magnetic Motor Controllers

262913.06 Soft-Start Motor Controllers

264113 Lightning Protection for Structures 264313 Surge Protection for Low-Voltage Electrical Power Circuits

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

284621.11 Addressable Fire-Alarm Systems

DIVISION 31 – EARTHWORK

313116 Termite Control

Orlando, FL

INDEX OF DRAWINGS 00 0010 - 1

INDEX OF DRAWINGS

GENERAL

T0.00 COVER SHEET

T0.01 PROJECT SHEET INDEX

G0.01 PROJECT PHASING PLAN

ARCHITECTURAL GENERAL

AG 0.01 GENERAL NOTES & INDEX

AG 0.02 UL DESIGNS

AG 0.03 UL DESIGNS

AG 0.11 WALL TYPES & TYP DTLS

AG 0.21 DOOR SCHEDULE

AG 1.00 ARCHITECTURAL SITE PLAN

AG 2.00 FL PRODUCT APPROVAL

LIFE SAFETY

LS 1.00 LIFE SAFETY NOTE SHEET

LS 1.01 LEVEL 1 LS PLAN

LS 1.01-1 LEVEL 1 LS PLAN-PHASE 1

LS 1.01-2 LEVEL 1 LS PLAN-PHASE 2

LS 1.01-3 LEVEL 1 LS PLAN-PHASE 3

LS 1.02 LEVEL 2 LS PLAN

LS 1.02-1 LEVEL 2 LS PLAN-PHASE 1

LS 1.02-2 LEVEL 2 LS PLAN-PHASE 2

LS 1.02-3 LEVEL 2 LS PLAN-PHASE 3

LS 1.03 LEVEL 3 LS PLAN

LS 1.03-1 LEVEL 3 LS PLAN-PHASE 1

LS 1.03-2 LEVEL 3 LS PLAN-PHASE 2

LS 1.03-3 LEVEL 3 LS PLAN-PHASE 3

LS 1.04 LEVEL 4 LS PLAN

LS 1.04-1 LEVEL 4 LS PLAN-PHASE 1

LS 1.04-2 LEVEL 4 LS PLAN-PHASE 2

LS 1.04-3 LEVEL 4 LS PLAN-PHASE 3

ARCHITECTURAL

AD1.01-1 BLDG D-1FL DEMO-PH1

AD 1.01-3 BLDG D-1FL DEMO PLAN

AD1.02-1 BLDG D-2FL DEMO-PH1

AD 1.02-3 BLDG D-2FL DEMO PLAN

AD 1.03-3 BLDG D-3FL DEMO PLAN

AD 1.04-3 BLDG D-4FL DEMO PLAN

AD 1.11-3 BLDG D-1FL DEMO RCP

AD 1.12-3 BLDG D-2FL DEMO RCP

AD 1.13-3 BLDG D-3FL DEMO RCP

AD 1.14-3 BLDG D-4FL DEMO RCP

AD2.01-1 BLDG D-1FL NEW-PH1

AD 2.01-3 BLDG D-1FL NEW PLAN

AD2.02-1 BLDG D-2FL NEW-PH1

AD 2.02-3 BLDG D-2FL NEW PLAN

AD2.03-1 BLDG D-3FL NEW-PH1

AD 2.03-3 BLDG D-3FL NEW PLAN

AD 2.04-3 BLDG D-4FL NEW PLAN

AD 2.21-3 BLDG D-1FL RCP

AD 2.22-3 BLDG D-2FL RCP

Orlando, FL

INDEX OF DRAWINGS 00 0010 - 2

AD 2.23-3 BLDG D-3FL RCP

AD 2.24-3 BLDG D-4FL RCP

AE 1.01-2 BLDG E-1FL DEMO PLAN

AE 1.02-2 BLDG E-2FL DEMO PLAN

AE 1.03-2 BLDG E-3FL DEMO PLAN

AE 1.04-2 BLDG E-4FL DEMO PLAN

AE 1.05-2 BLDG E-5FL DEMO PLAN

AE 1.06-2 BLDG E-6FL DEMO PLAN

AE 1.11-2 BLDG E-1FL DEMO RCP

AE 1.12-2 BLDG E-2FL DEMO RCP

AE 1.13-2 BLDG E-3FL DEMO RCP

AE 1.14-2 BLDG E-4FL DEMO RCP

AE 1.15-2 BLDG E-5FL DEMO RCP

AE 1.16-2 BLDG E-6FL DEMO RCP

AE 2.01-2 BLDG E-1FL NEW PLAN

AE2.02-1 BLDG E-2FL NEW-PH1

AE 2.02-2 BLDG E-2FL NEW PLAN

AE 2.03-2 BLDG E-3FL NEW PLAN

AE 2.04-2 BLDG E-4FL NEW PLAN

AE 2.05-2 BLDG E-5FL NEW PLAN

AE 2.06-2 BLDG E-6FL NEW PLAN

AE 2.21-2 BLDG E-1FL RCP

AE 2.22-2 BLDG E-2FL RCP

AE 2.23-2 BLDG E-3FL RCP

AE 2.24-2 BLDG E-4FL RCP

AE 2.25-2 BLDG E-5FL RCP

AE 2.26-2 BLDG E-6FL RCP

AF 1.01-1 BLDG F-1FL DEMO PLAN

AF 1.02-1 BLDG F-2FL DEMO PLAN

AF 1.03-1 BLDG F-3FL DEMO PLAN

AF 1.04-1 BLDG F-4FL DEMO PLAN

AF 1.11-1 BLDG F-1FL DEMO RCP

AF 1.12-1 BLDG F-2FL DEMO RCP

AF 1.13-1 BLDG F-3FL DEMO RCP

AF 1.14-1 BLDG F-4FL DEMO RCP

AF 2.01-1 BLDG F-1FL NEW PLAN

AF 2.02-1 BLDG F-2FL NEW PLAN

AF 2.03-1 BLDG F-3FL NEW PLAN

AF 2.04-1 BLDG F-4FL NEW PLAN

AF 2.21-1 BLDG F-1FL RCP

AF 2.22-1 BLDG F-2FL RCP

AF 2.23-1 BLDG F-3FL RCP

AF 2.24-1 BLDG F-4FL RCP

AF 2.31 DETAILS

STRUCTURAL

S0.01 ABBR SYM & SHEET INDX

S0.02 STR GENERAL NOTES

S0.03 STR NOTES & THRSHLD INS PLN

SD1.01-1 BLD D-1ST FLR PLN STR

SD1.01-3 BLD D-1ST FLR PLN STR

SD1.02-1 BLD D-2ND FLR PLN STR

SD1.02-3 BLD D-2ND FLR PLN STR

SD1.03-1 BLD D-3RD FLR PLN STR

SD1.03-3 BLD D-3RD FLR PLN STR

Orlando, FL

INDEX OF DRAWINGS 00 0010 - 3

SD1.04-3 BLD D-4TH FLR PLN STR

SD1.05-3 BLD D-ROOF PLN STR

SE1.01-2 BLD E-1ST FLR PLN STR

SE1.02-2 BLD E-2ND FLR PLN STR

SE1.03-2 BLD E-3RD FLR PLN STR

SE1.04-2 BLD E-4TH FLR PLN STR

SE1.05-2 BLD E-5TH FLR PLN STR

SE1.06-2 BLD E-6TH FLR PLN STR

SE1.07-2 BLD E-ROOF PLN STR

SF1.01-1 BLD F-1ST FLR PLN STR

SF1.02-1 BLD F-2ND FLR PLN STR

SF1.03-1 BLD F-3RD FLR PLN STR

SF1.04-1 BLD F-4TH FLR PLN STR

SF1.05-1 BLD F-ROOF PLN STR

S2.01 DETAILS & SECTIONS

MECHANICAL

M0.01 HVAC LGND & SHT INDEX

M0.02 HVAC GENERAL NOTES

M0.03 SMOKE CNTRL NOTES

M0.04A-1 SMOKE CNTRL DIAGRAM

M0.04A-2 SMOKE CNTRL DIAGRAM

M0.04A-3 SMOKE CNTRL DIAGRAM

M0.04B-1 SMOKE CNTRL DIAGRAM

M0.04B-2 SMOKE CNTRL DIAGRAM

M0.04B-3 SMOKE CNTRL DIAGRAM

M0.04C-2 SMOKE CNTRL DIAGRAM

M0.05-1 SMOKE CNTRL MTRX-BG F

M0.05-2 SMOKE CNTRL MTRX-BG E

M0.05-3 SMOKE CNTRL MTRX-BG D

M0.011 VENT. DESIGN CRITERIA

M1.00 HVAC SITE PLAN

MD1.01-3 BG D-1ST FL HVAC DM PLN

MD1.02-3 BG D-2ND FL HVAC DM PLN

MD1.03-1 BG D-3RD FL HVAC DM PLN

MD1.03-3 BG D-3RD FL HVAC DM PLN

MD1.03A BLDG D-3RD FL DEMO PLAN

MD1.04-3 BG D-4TH FL HVAC DM PLN

MD1.05-3 BG D-HVAC ROOF DM PLN

MD1.05A BLDG D-ROOF DEMO PLAN

MD2.01-1 BG D-1ST FL HVAC PLN

MD2.01-3 BG D-1ST FL HVAC PLN

MD2.02-1 BG D-2ND FL HVAC PLN

MD2.02-3 BG D-2ND FL HVAC PLN

MD2.03-1 BG D-3RD FL HVAC PLN

MD2.03-3 BG D-3RD FL HVAC PLN

MD2.03A BLDG D-3RD FL HVAC PLAN

MD2.04-3 BG D-4TH FL HVAC PLN

MD2.05-3 BG D-ROOF HVAC PLN

MD2.05A BLDG D-HVAC ROOF PLAN

MD2.11-3 BG D-1ST FL PIPING PLN

MD2.12-3 BG D-2ND FL PIPING PLN

MD2.13-1 BG D-3RD FL PIPING PLN

MD2.13-3 BG D-3RD FL PIPING PLN

MD2.14-3 BG D-4TH FL PIPING PLN

Orlando, FL

INDEX OF DRAWINGS 00 0010 - 4

MD3.01 BLDG D - ROOM 176

MD3.02 BLDG D - ROOM 243/244

MD3.03 BLDG D - ROOM 248/249

MD3.04 BLDG D - ROOM 252

MD3.05 BLDG D - ROOM 255/256

MD3.06 BLDG D - ROOM 259A

MD3.07 BLDG D - ROOM 270

MD3.08 BLDG D - ROOM 327

MD3.09 BLDG D - ROOM 335/336

MD3.10 BLDG D - ROOM 429/430

MD3.11 BLDG D - ROOM 431/432

MD3.12 BLDG D - ROOM 434

MD3.13 BLDG D - ROOM 435

MD3.14 BLDG D - ROOM 436

MD3.15 BLDG D - ROOM 437

ME3.23 BLDG D - ROOM 250

ME1.01-2 BG E-1ST FL HVAC DM PLN

ME1.02-2 BG E-2ND FL HVAC DM PLN

ME1.03-2 BG E-3RD FL HVAC DM PLN

ME1.03A BLDG E-3RD FL DEMO PLAN

ME1.04-2 BG E-4TH FL HVAC DM PLN

ME1.05-2 BG E-5TH FL HVAC DM PLN

ME1.06-2 BG E-6TH FL HVAC DM PLN

ME1.07-1 BG E-ROOF HVAC DM PLN

ME1.07-2 BG E-ROOF HVAC DM PLN

ME1.07A BLDG E-ROOF DEMO PLAN

ME2.01-2 BG E-1ST FL HVAC PLN

ME2.02-2 BG E-2ND FL HVAC PLN

ME2.03-2 BG E-3RD FL HVAC PLN

ME2.03A BLDG E-3RD FL HVAC PLAN

ME2.04-2 BG E-4TH FL HVAC PLN

ME2.05-1 BG E-5TH FL HVAC PLN

ME2.05-2 BG E-5TH FL HVAC PLN

ME2.06-1 BG E-6TH FL HVAC PLN

ME2.06-2 BG E-6TH FL HVAC PLN

ME2.07-1 BG E-ROOF HVAC PLN

ME2.07-2 BG E-ROOF HVAC PLN

ME2.07A BLDG E-HVAC ROOF PLAN

ME2.11-2 BG E-1ST FL PIPING PLN

ME2.12-2 BG E-2ND FL PIPING PLN

ME2.13-2 BG E-3RD FL PIPING PLN

ME2.14-2 BG E-4TH FL PIPING PLN

ME2.15-2 BG E-5TH FL PIPING PLN

ME2.16-2 BG E-6TH FL PIPING PLN

ME3.01 BLDG E - ROOM 148

ME3.02 BLDG E - ROOM 225/228

ME3.03 BLDG E - ROOM 226

ME3.04 BLDG E - ROOM 227

ME3.05 BLDG E - ROOM 229/230

ME3.06 BLDG E - ROOM 323

ME3.07 BLDG E - ROOM 335/336

ME3.08 BLDG E - ROOM 325

ME3.09 BLDG E - ROOM 419/435

ME3.10 BLDG E - ROOM 429/430

ME3.11 BLDG E - ROOM 431/432

Orlando, FL

INDEX OF DRAWINGS 00 0010 - 5

ME3.12 BLDG E - ROOM 434

ME3.13 BLDG E - ROOM 436

ME3.14 BLDG E - ROOM 437

ME3.15 BLDG E - ROOM 567

ME3.16 BLDG E - ROOM 568

ME3.17 BLDG E - ROOM 569

ME3.18 BLDG E - ROOM 570

ME3.19 BLDG E - ROOM 663 & 667

ME3.20 BLDG E - ROOM 664 & 668

ME3.21 BLDG E - ROOM 669

ME3.22 BLDG E - ROOM 670

MF1.01-1 BG F-1ST FL HVAC DM PLN

MF1.02-1 BG F-2ND FL HVAC DM PLN

MF1.03-1 BG F-3RD FL HVAC DM PLN

MF1.03A BLDG F-3RD FL DEMO PLAN

MF1.04-1 BG F-4TH FL HVAC DM PLN

MF1.05-1 BG F-HVAC ROOF DM PLN

MF1.05A BLDG F-ROOF DEMO PLAN

MF2.01-1 BG F-1ST FL HVAC PLN

MF2.02-1 BG F-2ND FL HVAC PLN

MF2.03-1 BG F-3RD FL HVAC PLN

MF2.03A BLDG F-3RD FL HVAC PLAN

MF2.04-1 BG F-4TH FL HVAC PLN

MF2.05-1 BG F-ROOF HVAC PLN

MF2.05A BLDG F-HVAC ROOF PLAN

MF2.11-1 BG F-1ST FL PIPING PLN

MF2.12-1 BG F-2ND FL PIPING PLN

MF2.13-1 BG F-3RD FL PIPING PLN

MF2.14-1 BG F-4TH FL PIPING PLN

MF3.01 BLDG F - ROOM 148

MF3.02 BLDG F - ROOM 225/226

MF3.03 BLDG F - ROOM 227

MF3.04 BLDG F - ROOM 228

MF3.05 BLDG F - ROOM 229/230

MF3.06 BLDG F - ROOM 245

MF3.07 BLDG F - ROOM 323

MF3.08 BLDG F - ROOM 326

MF3.09 BLDG F - ROOM 335/336

MF3.10 BLDG F - ROOM 429/430

MF3.11 BLDG F - ROOM 431/432

MF3.12 BLDG F - ROOM 434

MF3.13 BLDG F - ROOM 435

MF3.14 BLDG F - ROOM 436

MF3.15 BLDG F - ROOM 437

MF3.16 BLDG E - ROOM 245

MS1.01-1 1ST FL-SMOKE ZONE PLN

MS1.01-2 1ST FL-SMOKE ZONE PLN

MS1.01-3 1ST FL-SMOKE ZONE PLN

MS1.02-1 2ND FL-SMOKE ZONE PLN

MS1.02-2 2ND FL-SMOKE ZONE PLN

MS1.02-3 2ND FL-SMOKE ZONE PLN

MS1.03-1 3RD FL-SMOKE ZONE PLN

MS1.03-2 3RD FL-SMOKE ZONE PLN

MS1.03-3 3RD FL-SMOKE ZONE PLN

MS1.04-1 4TH FL-SMOKE ZONE PLN

Orlando, FL

INDEX OF DRAWINGS 00 0010 - 6

MS1.04-2 4TH FL-SMOKE ZONE PLN

MS1.04-3 4TH FL-SMOKE ZONE PLN

MS1.05-2 5TH FL-SMOKE ZONE PLN

MS1.06-2 6TH FL-SMOKE ZONE PLN

M4.01-1 WATER FLOW DIAGRAMS

M4.01-2 WATER FLOW DIAGRAMS

M4.01-3 WATER FLOW DIAGRAMS

M4.04-1 OUTSIDE AIR RISERS

M4.04-2 OUTSIDE AIR RISERS

M4.04-3 OUTSIDE AIR RISERS

M4.05-1 SMOKE CNTRL RISERS

M4.05-2 SMOKE CNTRL RISERS

M4.05-3 SMOKE CNTRL RISERS

M4.06-3 SMOKE CNTRL RISERS

M4.09-1 EXHAUST RISERS

M4.09-2 EXHAUST RISERS

M4.09-3 EXHAUST RISERS

M4.10-1 EXHAUST RISERS

M4.10-2 EXHAUST RISERS

M4.10-3 EXHAUST RISERS

M5.01-1 HVAC SECTIONS

M5.01-2 HVAC SECTIONS

M5.01-3 HVAC SECTIONS

M6.01 HVAC CNTRLS

M6.02 HVAC CNTRLS

M6.03 HVAC CNTRLS

M6.04 HVAC CNTRLS

M6.05 HVAC CNTRLS

M6.06 HVAC CNTRLS

M6.07 HVAC SMOKE CNTRLS

M6.08 HVAC SMOKE CNTRLS

M7.01 HVAC DETAILS

M7.02 HVAC DETAILS

M7.03 HVAC DETAILS

M7.04 HVAC DETAILS

M7.05 HVAC DETAILS

M7.06 HVAC DETAILS

M7.07 HVAC DETAILS

M7.08 HVAC DETAILS

M8.01 BLDG D-EQUIP DIAGRAMS

M8.02 BLDG D-EQUIP DIAGRAMS

M8.03 BLDG D-EQUIP DIAGRAMS

M8.04 BLDG D-EQUIP DIAGRAMS

M8.05 BLDG D-EQUIP DIAGRAMS

M8.06 BLDG D-EQUIP DIAGRAMS

M8.11 BLDG E-EQUIP DIAGRAMS

M8.12 BLDG E-EQUIP DIAGRAMS

M8.13 BLDG E-EQUIP DIAGRAMS

M8.14 BLDG E-EQUIP DIAGRAMS

M8.15 BLDG E-EQUIP DIAGRAMS

M8.16 BLDG E-EQUIP DIAGRAMS

M8.17 BLDG E-EQUIP DIAGRAMS

M8.21 BLDG F-EQUIP DIAGRAMS

M8.22 BLDG F-EQUIP DIAGRAMS

M8.23 BLDG F-EQUIP DIAGRAMS

Orlando, FL

INDEX OF DRAWINGS 00 0010 - 7

M8.24 BLDG F-EQUIP DIAGRAMS

M8.25 BLDG F-EQUIP DIAGRAMS

M8.26 BLDG F-EQUIP DIAGRAMS

M8.31 AHU COMP DIAGRAMS

M9.01-1 MECHANICAL SCHEDULES

M9.01-2 MECHANICAL SCHEDULES

M9.01-3 MECHANICAL SCHEDULES

M9.02-1 MECHANICAL SCHEDULES

M9.03-2 MECHANICAL SCHEDULES

M9.04-3 MECHANICAL SCHEDULES

ELECTRICAL

E0.01 ELEC LEGEND AND INDEX

E0.02 ELECTRICAL NOTES

E0.03 SMOKE CNTRL NOTES

E0.04A-1 SMOKE CNTRL DGRM

E0.04A-2 SMOKE CNTRL DGRM

E0.04A-3 SMOKE CNTRL DGRM

E0.05A-1 SWITCHGEAR ELEVATIONS

E4.01 SMOKE CONTROL DETAILS

E7.01 ELECTRICAL DETAILS

E7.02 ELECTRICAL DETAILS

E7.03 ELECTRICAL DETAILS

ED0.03-1 RISER DGRM-EXST

ED0.04A-1 ONE LINE DGRM-EXST

ED0.04B-1 ONE LINE DGRM-NEW

ED0.05 FIRE ALARM RISER BG D

ED1.01-3 BG D-1ST FL LTG DM

ED1.02-3 BG D-2ND FL LTG DM

ED1.03-3 BG D-3RD FL LTG DM

ED1.04-3 BG D-4TH FL LTG DM

ED1.11-3 BG D-1ST FL PWR SYS DM

ED1.12-3 BG D-2ND FL PWR SYS DM

ED1.13-3 BG D-3RD FL PWR SYS DM

ED1.14-3 BG D-4TH FL PWR SYS DM

ED1.15-3 BG D-ELEC ROOF DM

ED2.11-3 BG D-1ST FL PWR SYS

ED2.12-3 BG D-2ND FL PWR SYS

ED2.13-1 BG D-3RD FL PWR SYS

ED2.13-2 BG D-3RD FL PWR SYS

ED2.13-3 BG D-3RD FL PWR SYS

ED2.14-3 BG D-4TH FL PWR SYS

ED2.15-3 BG D-ELEC ROOF

ED3.01 ENLARGED DM PLANS BG D

ED3.02-3 ENLARGED PLANS BG D

ED3.03-3 ENLARGED PLANS BG D

ED8.01-3 PANEL SCHEDULES

ED8.02-3 PANEL SCHEDULES

ED8.03-3 PANEL SCHEDULES

ED9.01-3 MECH EQUIP SCHED BG D

EE0.03-2 RISER DGRM-EXST

EE0.04A-2 ONE LINE DGRM-EXST

EE0.04B-2 ONE LINE DGRM-NEW

EE0.05-2 FIRE ALARM RISER BG E

EE0.06-2 FIRE ALARM MATRIX BG E

Orlando, FL

INDEX OF DRAWINGS 00 0010 - 8

EE1.01-2 BG E-1ST FL LTG DM

EE1.02-2 BG E-2ND FL LTG DM

EE1.03-2 BG E-3RD FL LTG DM

EE1.04-2 BG E-4TH FL LTG DM

EE1.05-2 BG E-5TH FL LTG DM

EE1.06-2 BG E-6TH FL LTG DM

EE1.11-2 BG E-1ST FL PWR SYS DM

EE1.12-2 BG E-2ND FL PWR SYS DM

EE1.13-2 BG E-3RD FL PWR SYS DM

EE1.14-2 BG E-4TH FL PWR SYS DM

EE1.15-1 BG E-5TH FL PWR SYS DM

EE1.15-2 BG E-5TH FL PWR SYS DM

EE1.16-1 BG E-6TH FL PWR SYS DM

EE1.16-2 BG E-6TH FL PWR SYS DM

EE1.17-1 BG E-ELEC ROOF DM

EE1.17-2 BG E-ELEC ROOF DM

EE2.11-2 BG E-1ST FL PWR SYS

EE2.12-2 BG E-2ND FL PWR SYS

EE2.13-2 BG E-3RD FL PWR SYS

EE2.14-2 BG E-4TH FL PWR SYS

EE2.15-1 BG E-5TH FL PWR SYS

EE2.15-2 BG E-5TH FL PWR SYS

EE2.16-1 BG E-6TH FL PWR SYS

EE2.16-2 BG E-6TH FL PWR SYS

EE2.17-1 BG E-ELEC ROOF

EE2.17-2 BG E-ELEC ROOF

EE3.01-2 ENLARGED DM PLANS BG E

EE3.02-1 ENLARGED PLANS BG E

EE3.02-2 ENLARGED PLANS BG E

EE3.03-2 ENLARGED PLANS BG E

EE8.01-2 PANEL SCHEDULES

EE8.02-2 PANEL SCHEDULES

EE8.03-2 PANEL SCHEDULES

EE9.01-2 MECH EQUIP SCHED BG E

EF0.03-1 RISER DGRM-EXST

EF0.04A-1 ONE LINE DGRM-EXST

EF0.04B-1 ONE LINE DGRM-NEW

EF0.05-1 FIRE ALARM RISER BG F

EF0.06-1 BLDG E REF PLAN

EF1.01-1 BG F-1ST FL LTG DM

EF1.02-1 BG F-2ND FL LTG DM

EF1.03-1 BG F-3RD FL LTG DM

EF1.04-1 BG F-4TH FL LTG DM

EF1.11-1 BG F-1ST FL PWR SYS DM

EF1.12-1 BG F-2ND FL PWR SYS DM

EF1.13-1 BG F-3RD FL PWR SYS DM

EF1.14-1 BG F-4TH FL PWR SYS DM

EF1.15-1 BG F-ELEC ROOF DM

EF2.11-1 BG F-1ST FL PWR SYS

EF2.12-1 BG F-2ND FL PWR SYS

EF2.13-1 BG F-3RD FL PWR SYS

EF2.14-1 BG F-4TH FL PWR SYS

EF2.15-1 BG F-ELEC ROOF

EF3.01-1 ENLARGED DM PLANS BG F

EF3.02-1 ENLARGED PLANS BG F

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INDEX OF DRAWINGS 00 0010 - 9

EF3.03-1 ENLARGED PLANS BG F

EF8.01-1 PANEL SCHEDULES

EF8.02-1 PANEL SCHEDULES

EF8.03-1 PANEL SCHEDULES

EF9.01-1 MECH EQUIP SCHED BG F

FIRE PROTECTION

FP0.01 FP LEGEND & INDEX

FPD2.01-3 BG D-1ST FL FP PLAN

FPD2.02-3 BG D-2ND FL FP PLAN

FPD2.03-3 BG D-3RD FL FP PLAN

FPD2.04-3 BG D-4TH FL FP PLAN

FPE2.01-2 BG E-1ST FL FP PLAN

FPE2.02-2 BG E-2ND FL FP PLAN

FPE2.03-2 BG E-3RD FL FP PLAN

FPE2.04-2 BG E-4TH FL FP PLAN

FPE2.05-2 BG E-5TH FL FP PLAN

FPE2.06-2 BG E-6TH FL FP PLAN

FPF2.01-1 BG F-1ST FL FP PLAN

FPF2.02-1 BG F-2ND FL FP PLAN

FPF2.03-1 BG F-3RD FL FP PLAN

FPF2.04-1 BG F-4TH FL FP PLAN

FPD1.01-3 BG D-1ST FL FP DEMO PLN

FPD1.02-3 BG D-2ND FL FP DEMO PLN

FPD1.03-3 BG D-3RD FL FP DEMO PLN

FPD1.04-3 BG D-4TH FL FP DEMO PLN

FPE1.01-2 BG E-1ST FL FP DEMO PLN

FPE1.02-2 BG E-2ND FL FP DEMO PLN

FPE1.03-2 BG E-3RD FL FP DEMO PLN

FPE1.04-2 BG E-4TH FL FP DEMO PLN

FPE1.05-2 BG E-5TH FL FP DEMO PLN

FPE1.06-2 BG E-6TH FL FP DEMO PLN

FPF1.01-1 BG F-1ST FL FP DEMO PLN

FPF1.02-1 BG F-2ND FL FP DEMO PLN

FPF1.03-1 BG F-3RD FL FP DEMO PLN

FPF1.04-1 BG F-4TH FL FP DEMO PLN

FPD1.01-1 BG D-1ST FL FP DEMO PLN

FPD1.02-1 BG D-2ND FL FP DEMO PLN

FPD2.01-1 BG D-1ST FL FP PLAN

FPD2.02-1 BG D-2ND FL FP PLAN

FP7.01 FIRE PROTECTION DETAILS

PLUMBING

P0.01 PLUMBING LEGEND & INDEX

PD1.01-1 BG D-1ST FL PLUM DM PLN

PD1.01-3 BG D-1ST FL PLUM DM PLN

PD1.02-3 BG D-2ND FL PLUM DM PLN

PD1.03-3 BG D-3RD FL PLUM DM PLN

PD1.04-3 BG D-4TH FL PLUM DM PLN

PD1.05-3 BG D-ROOF PLUM DM PLN

PD2.01-1 BG D-1ST FL PLUM PLAN

PD2.01-3 BG D-1ST FL PLUM PLAN

PD2.02-3 BG D-2ND FL PLUM PLAN

PD2.03-3 BG D-3RD FL PLUM PLAN

PD2.04-3 BG D-4TH FL PLUM PLAN

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INDEX OF DRAWINGS 00 0010 - 10

PD2.05-3 BG D-ROOF PLUM PLAN

PE1.01-2 BG E-1ST FL PLUM DM PLN

PE1.02-2 BG E-2ND FL PLUM DM PLN

PE1.03-2 BG E-3RD FL PLUM DM PLN

PE1.04-2 BG E-4TH FL PLUM DM PLN

PE1.05-2 BG E-5TH FL PLUM DM PLN

PE1.06-2 BG E-6TH FL PLUM DM PLN

PE1.07-2 BG E-ROOF PLUM DM PLN

PE2.01-2 BG E-1ST FL PLUM PLAN

PE2.02-2 BG E-2ND FL PLUM PLAN

PE2.03-2 BG E-3RD FL PLUM PLAN

PE2.04-2 BG E-4TH FL PLUM PLAN

PE2.05-2 BG E-5TH FL PLUM PLAN

PE2.06-2 BLDG E-6TH FL PLUM PLAN

PE2.07-2 BG E-ROOF PLUM PLAN

PF1.01-1 BG F-1ST FL PLUM DM PLN

PF1.02-1 BG F-2ND FL PLUM DM PLN

PF1.03-1 BG F-3RD FL PLUM DM PLN

PF1.04-1 BG F-4TH FL PLUM DM PLN

PF1.05-1 BG F-ROOF PLUM DM PLN

PF2.01-1 BG F-1ST FL PLUM PLAN

PF2.02-1 BG F-2ND FL PLUM PLAN

PF2.03-1 BG F-3RD FL PLUM PLAN

PF2.04-1 BG F-4TH FL PLUM PLAN

PF2.05-1 BG F-ROOF PLUM PLAN

P7.01 PLUMBING DETAILS

END OF SECTION

Orlando, FL

CUTTING AND PATCHING 00 1045 - 1

SECTION 00 1045

CUTTING AND PATCHING

PART 1 – GENERAL

1.1 SUMMARY

A. This Section includes cutting into existing construction to provide for installation or performance of the Work, subsequent fitting, and patching required to restore surfaces to original condition.

1. Execute cutting, fitting, and patching, including excavation and backfill, required to perform Work and to:

a. Make parts fit together properly.

b. Remove and replace defective work.

c. Remove and replace Work not conforming to requirements of Contract Documents.

d. Uncover Work to allow for the OAR’s observation of covered Work which has been covered prior to required observation of the OAR.

B. Drilling of holes for the installation of fasteners and similar operations is not considered to be cutting and patching.

1.2 BUILDING MODIFICATIONS

A. General: Modifications to existing facilities and structures shall be provided as indicated and as necessary to accomplish the Work of these Contract Documents.

1. Modifications shall include the removal of existing structure, relocation of materials indicated, termination and relocation of utilities, cutting, patching, cleaning, adjusting, and refinishing, and all incidental work related and required for the installation of new Work..

2. It is intended to maintain daily occupancy functions during the progress of this Work. The Contractor shall closely coordinate his Work to minimize any inconvenience to the contracting officer or contracting officer's operations.

3. No utilities shall be interrupted without first notifying the contracting officer and obtaining concurrence for the interruption.

1.3 SUBMITTALS

A. Cutting and Patching Proposal: Submit a proposal describing procedures well in advance of the time cutting and patching will be performed and request approval to proceed. Include the following information, as applicable:

1. Describe the extent of cutting and patching required and how it is to be performed.

2. Describe anticipated results in terms of changes to existing construction; include changes to structural elements and operating components as well as changes in the building's appearance and other significant visual elements.

3. List products to be used and firms that will perform Work.

4. Indicate dates when cutting and patching is to be performed.

5. List utilities that will be disturbed or affected, including those that will be relocated and those that will be temporarily out-of-service. Indicate how long service will be disrupted.

6. Where cutting and patching involves addition of reinforcement to structural elements, submit details and engineering calculations to show how reinforcement is integrated with the original structure.

7. Approval by the OAR to proceed with cutting and patching does not waive the contracting officer’s right to later require complete removal and replacement of Work found to be cut and patched in an unsatisfactory manner.

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CUTTING AND PATCHING 00 1045 - 2

B. Notify the OAR 48 hours in advance of any welding, cutting, burning, soldering, or any hot work.

1.4 QUALITY ASSURANCE

A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would reduce their load-carrying capacity or load-deflection ratio.

1. Obtain approval of the cutting and patching proposal before cutting and patching the following structural elements.

a. Bearing and retaining walls

b. Structural concrete

c. Structural steel

d. Lintels

e. Structural decking

f. Miscellaneous structural metals

g. Equipment supports

h. Piping, ductwork, vessels, and equipment

B. Operational and Safety Limitations: Do not cut and patch operating elements or safety related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety.

1. Obtain approval of the cutting and patching proposal before cutting and patching the following operating elements or safety related systems:

a. Control systems.

b. Communications systems.

c. Conveying systems.

d. Shoring, bracing, and sheeting.

e. Primary operational systems.

f. Air or smoke barriers.

g. Fire protection systems.

h. Noise and vibration control elements and systems.

i. Water lines.

j. Sewer lines.

C. Visual Requirements: Do not cut and patch construction in a manner that would, in the Architect’s opinion, degrade the building's aesthetics, or result in visual evidence of cutting and patching.

Remove and replace Work cut and patched unsatisfactorily.

1. If possible, retain the original installer or fabricator to cut and patch the following categories of exposed work, or if it is not possible to engage the original installer or fabricator, engage another recognized experienced and specialized firm:

a. Processed concrete finishes

PART 2 – PRODUCTS

2.1 MATERIALS

A. Use materials that are identical to existing materials. If identical materials are not available or cannot be used where exposed surfaces are involved, obtain the contracting officer’s approval to

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CUTTING AND PATCHING 00 1045 - 3

use substitute materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials whose installed performance will equal or surpass that of existing materials.

B. Verify that new materials are compatible with existing materials in all respects where cutting and patching occurs.

PART 3 – EXECUTION

3.1 INSPECTION

A. Before cutting existing surfaces, examine surfaces to be cut and patched and conditions under which cutting, and patching is to be performed. Take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered.

1. Before proceeding, meet at the site with all parties involved in cutting and patching. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts with contracting officer before proceeding.

3.2 PREPARATION

A. Temporary Support: Provide temporary support of Work to be cut.

B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations.

1. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

C. Cutting: Take all precautions necessary to avoid cutting existing pipe or conduit serving the building but scheduled to be removed or relocated until provisions have been made to bypass them.

3.3 PERFORMANCE

A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay.

1. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition.

B. Cutting: Cut existing construction using methods least likely to damage elements to be retained or adjoining construction. Where possible review proposed procedures with the original installer;

comply with the original installer's recommendations.

1. In general, where cutting is required, use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots neatly to size required with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces.

3. Cut through concrete and masonry using a cutting machine such as a carborundum saw or diamond core drill.

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CUTTING AND PATCHING 00 1045 - 4

4. By-pass utility services such as pipe or conduit, before cutting, where services are shown or required to be removed, relocated or abandoned. Cut-off pipe or conduit in walls or partitions to be removed. Cap, valve or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by-passing and cutting.

C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances.

1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation.

2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.

3. Where removal of walls or partitions extends one finished area into another, patch and repair floor and wall surfaces to provide an even surface of uniform color and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary to achieve uniform color and appearance.

a. Where patching occurs in a smooth painted surface, extend final paint coat over entire unbroken surface containing the patch, after the patched area has received primer and second coat.

4. Patch, repair, or rehang existing ceilings as necessary to provide an even plane surface of uniform appearance.

3.4 CLEANING

A. Thoroughly clean areas where cutting and patching is performed or used as access. Remove completely any paint, mortar, oils, putty and items of similar nature. Thoroughly clean piping, conduit, and similar features before painting or other finishing is applied. Restore damaged pipe covering to its original condition.

END OF SECTION 00 1045

Orlando, FL

SPECIAL PROCEDUIRES FOR EXISTING CONDITIONS 00 1351 - 1

SECTION 00 1351

SPECIAL PROCEDUIRES FOR EXISTING CONDITIONS

PART 1 – GENERAL

1.1 SUMMARY

A. This section includes special procedures governing the identification and documentation of the existing site.

1.2 EXISTING PROJECT SITE CONDITIONS

A. Condition of Site

1. The Owner assumes no responsibility for actual conditions of the site.

2. Owner will maintain conditions existing at time of inspection for bidding purposes only, in so far as practical. However, variations may occur by Owner’s operations.

3. The Contractor shall review the existing site conditions prior to construction. It is expressly understood that the Owner will not be responsible for interpretations or conclusions drawn by the Contractor.

4. Prior to start of actual construction, the Contractor shall field verify existing site conditions, and as necessary make changes in the form of shop drawings to the construction documents to conform to the building construction without additional cost to the Owner and with prior approval of the Architect/Engineer and Owner’s Project Manager.

5. Prior to start of construction, the Contractor shall photograph or videotape the existing site conditions for documentation. Failure to provide photographs or videotape prior to start of construction, places the responsibility on the Contractor to complete the necessary replacement, repairs, and or cleaning as determined by the Owner at no additional cost to the Owner. One set of photographs (in a three ring binder) or videotape of the site existing conditions shall be submitted to the Owner prior to start of work.

PART 2 – GENERAL

(Not Applicable to This Section)

PART 3 – GENERAL

(Not Applicable to This Section)

END OF SECTION 00 1351

Orlando, FL

SPECIAL PROCEDUIRES FOR EXISTING CONDITIONS 00 1351 - 2

Orlando, FL

SUMMARY 01 1000 - 1

SECTION 01 1000

SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Phased construction.

4. Owner-furnished products.

5. Contractor-furnished, Owner-installed products.

6. Access to site.

7. Coordination with occupants.

8. Work restrictions.

9. Specification and Drawing conventions.

B. Related Requirements:

1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.3 PROJECT INFORMATION

A. Project Identification: Orange County Corrections Building D, E, F Mechanical and Fire Protection Systems Upgrade Project (Y19-806-EB) (TLC#119048)

1. Project Location: 3741 Vision Boulevard, Orlando FL 32839

B. Owner: Board of County Commissioners

1. Owner's Representative: Sam Shine, 407-836-0050.

C. Engineer: TLC Engineering Solutions – Frank Robertson – 407-841-9050

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SUMMARY 01 1000 - 2

D. Engineers Consultants: TLC Engineering Solutions Inc has retained the following design professionals who have prepared designated portions of the Contract Documents:

1. Architectural and Life Safety – Rhodes + Brito Architects

2. Mechanical (Normal HVAC Mechanical Rooms) – Above Group

3. Plumbing and Fire Protection – AVCON, Inc.

4. Rational Analysis and Life Safety – Jensen Hughes

1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following:

1. Project consists of replacing the existing HVAC systems, Smoke Control Systems, and Building Automation Systems (BAS) with new to separate the normal HVAC from Smoke control operation. There are Architectural revisions as indicated on the design drawings and specifications, to accommodate the above HVAC/Smoke Control system replacement. There are Plumbing modifications to accommodate the HVAC/Smoke Control system and additional other plumbing modifications as requested by owner, as indicated on the drawings and specifications. There are Fire Protection revisions to accommodate the Smoke control system modifications, as indicated on the design drawings. There are electrical/FA modifications to accommodate the HVAC/Smoke Control system modifications, as indicated in the design drawings and specifications (Including but not limited to: New controls for replaced equipment, new FA for smoke control, FA and BAS programming modifications to the existing and new systems to accommodate project phasing.). There will need to be temporary provisions (HVAC, Walls, Power….) as required to accommodate project Phasing, and other work indicated in the Contract Documents Drawings and specifications. Project shall be completed in phasing, for a complete system associated with each phase. Refer to Alternates 012300.

2. General: Provide required work including the following:

a. Contractor shall bid respective phase, relative to these drawings and specifications for a complete phase. (Each Phase is being treated separately by OC, and may likely have three separate general contractors, pending on awarded general contractor, when that phase is bid out by OC.

b. Provide project management, labor, equipment, material, delegated engineering, and associated work to complete the designated Architectural, Life Safety, Structural, Mechanical, Electrical, Plumbing, and Fire Protection (as indicated in the design drawings and specifications), system tasks, for a complete system and accommodate project phasing.

c. Maintain existing life safety systems operational for adjacent phases, and/or provide fire watch for the building in accordance with written agreement between

Orlando, FL

SUMMARY 01 1000 - 3

Orange County, Fire Marshal, and Contractor prior to bid. Contractor shall include all fire watch required for this project in their bid.

d. Prepare and submit a schedule of work including required shipping, and any support required or expected from the Owner.

e. Coordinate with owners other projects that will be being performed during this project construction schedule, and include appropriate time in the overall construction schedule to accommodate and coordinate with. (Contractor shall coordinate with OC for project list, description, status, and associated schedules, and general contractors for those projects.)

f. Submit S&S drawings and specifications for drawing review and permits.

Contractor shall coordinate drawing review process, submit drawings, and pay for drawing review and permitting costs, pull all permits, and coordinate all inspections for a complete project. (Note: Drawings have been submitted to Fast Track and have been reviewed and are ready for the Contractor to pay for and pull permits.

Project is broken into three permits, one per phase, to allow a contactor to get CO on each Phase. Contractor shall coordinate permitting and inspections for respective phase.)

g. Submit shop drawings and details for new equipment, systems and installation work for review prior to ordering and fabrication.

h. Submit product, material, and equipment technical data for review prior to ordering.

i. Wherever standards of quality are not specifically defined, products and services shall meet as a minimum the standards of the existing equipment and systems, and be rated for the specific environment.

j. Where there may be a conflict between the drawings and specifications, the more stringent of the two shall take precedence.

k. The GC will coordinate the installation and storage of any owner provided equipment and/or materials and verify sizes, clearances, blocking supports etc.

before rough-in to ensure a proper fit. Note: Owner MAY Exercise Owner Direct Purchase of the major equipment if tax savings are significant. (Contractor shall coordinate with OC.)

l. The project is to be split into three phases, and each contractor shall bid on each respective phase. Refer to Phasing drawing for general building phasing.

Contractor is responsible to all temporary provisions required to accommodate project phasing.

m. Drawings and Specifications are to be applied to each phase individually, and are applicable to each phase bid by each respective General Contractor and associated sub-contractors.

3. Provide a detailed scheduling and phasing outline in MS Project for OC/ A/E review.

Scheduling and phasing should include but not be limited to the following information:

a. Notice to Proceed (Currently Planned for xxxxxxxx after board approval.)

b. Mobilization

c. Shop Drawing Production

d. Submittal/Shop drawing generation.

e. Submittal/Shop drawing review.

f. Shipping and Delivery of Equipment/Materials with long lead times and Major

Equipment. Phase 1

g. Phase 1, 2, and 3 Pre-T&B

h. Description and Installation of Temp Provisions required for Phase 1.

i. Description and Installation of Security Requirements to accommodate Phasing.

j. Structural upgrade and wall/roof cut for openings where applicable.

k. Phase 1 Demo Activities and durations/times

l. Phase 1 Rough in / Installation

m. Phase 1 Installation

Orlando, FL

SUMMARY 01 1000 - 4

n. Phase 1 T&B

o. Phase 1 Commissioning

p. Phase 1 Punch Walk with A/E and Owner

q. Phase 1 Complete Punch Walk Items

r. Phase 1 Owner Acceptance

s. Removal of Temporary Provisions from Phase 1

t. Completion of Phase 1

u. Shipping and Delivery of Equipment/Materials with long lead times and Major

Equipment. Phase 2

v. Description and Installation of Temp Provisions required for Phase 2.

w. Description and Installation of Security Requirements to accommodate Phasing.

x. Phase 2 Demo Activities and durations/times

y. Phase 2 Rough in / Installation

z. Phase 2 Installation

aa. Phase 2 T&B

bb. Phase 2 Commissioning

cc. Phase 2 Punch Walk with A/E and Owner

dd. Phase 2 Complete Punch Walk Items

ee. Phase 2 Owner Acceptance

ff. Removal of Temporary Provisions from Phase 2

gg. Completion of Phase 2

hh. Shipping and Delivery of Equipment/Materials with long lead times and Major

Equipment. Phase 3

ii. Description and Installation of Temp Provisions required for Phase 3.

jj. Description and Installation of Security Requirements to accommodate Phasing.

kk. Phase 3 Demo Activities and durations/times

ll. Phase 3 Rough in / Installation

mm. Phase 3 Installation

nn. Phase 3 T&B

oo. Phase 3 Commissioning

pp. Phase 3 Punch Walk with A/E and Owner

qq. Phase 3 Complete Punch Walk Items

rr. Phase 3 Owner Acceptance

ss. Removal of Temporary Provisions from Phase 3

tt. Completion of Phase 3

4. The design and construction work shall be done in accordance with the RFP and TLC Engineering Solutions (and associated sub-consultants) Project Design Drawings and Specifications, and ALL current applicable code (INCLUDING BUT NOT LIMITED TOO:

FBC/FMC/FPC/FECC/NFPA 101/NEC/NFPA 13/FBC 909) requirements and Current Owner Design & Construction Standards.

5. Provide minimum of eight - (4) man-hours sessions of training (min 32 Hrs) for the Owners personnel, including complete system orientation, after the Final System Acceptance. (Refer to individual specification sections for required training times for each respective section, as they may be greater than indicated above.)

6. Provide as-built record drawings of the newly modified systems and complete Operating & Maintenance Manuals for new equipment and systems (In AutoCAD 2014 format).

7. Provide a Two (2) year system warranty (unless noted otherwise in Owner Contract) on furnished equipment, material and labor. Required, as a part of the warranty, immediate response and repair of functional shortcomings resulting from this work and to provide any recommended maintenance required to keep the system operating in fully functional form during the warranty period.

8. Provide time in base bid contract and overall schedule for two weeks of owner/Corrections security check-out prior to closing out a Phase and moving onto the next Phase.

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SUMMARY 01 1000 - 5

9. Provide Alternate Add and deduct pricing in accordance with drawings, specifications and Bid Form, or as requested by owner.

10. Engineering, equipment, materials and installation procedures and practices provided to meet this specification shall conform to the applicable FL Model Jail Standards, City of Orlando, State of Florida, Federal codes and industry standards.

11. Schedule with Orange County and Orange County Corrections (Owner), any work that will be done after normal business hours. Include any shift or overtime work anticipated in the proposal required to complete the project.

12. Contractor shall coordinate all activities associated with this project, with the general contractors and their associated sub-contractors, associated with the other Orange County Projects (under separate contract), that Orange County plans to be performed at the same time during this project, including but not limited to the following other OC projects:

a. Corrections Buildings D, E, F Fire Alarm System Replacement project.

b. Corrections Complex Cell Doors/Locks Replacement project.

c. Corrections interior lighting & Water System Renovation project.

d. Corrections Campus Wide Security & Controls Upgrades project

e. Contractor shall request information (Drawings, specs, construction schedule, contact information.…) from Orange County regarding the other projects and any other projects they plan to perform at the same time.

f. (Note: It is noted that the drawings and specifications associated with this project, are scope required by this project, and are not covered by any other project).

13. Follow all OC Corrections Security and site access procedures and standards at all times.

14. Contractor and their subcontractors shall comply with Orange County COVID-19 guidelines for site & building access at all times.

B. Type of Contract:

1. Project will be constructed under a single prime contract. (Refer to Orange County Contract)

1.5 PHASED CONSTRUCTION

A. The Work shall be conducted in Three (3) phases, with each phase substantially complete as indicated. (Refer to Drawings Phasing site plan and drawings.)

1. Phase One: Building F in its entirety, and any temporary provisions to maintain Buildings D and E during Building F Construction/Retrofit. Perform work related to building F Renovation/retrofit for elements in building F or impacting adjacent buildings to accommodate Building F renovation/retrofit. Work of this phase shall commence after OC

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SUMMARY 01 1000 - 6

Corrections acceptance of the prior phase, and after OC Corrections moves inmates out of Building F. This phase shall be substantially complete at least three (3) weeks prior to the schedule completion of this last phase, to allow OC Corrections to security check and test Building systems prior to acceptance by OC Corrections. (Note: There is work to be completed in the adjacent buildings to complete this phase and provide a complete system.)

2. Phase Two: Building E in its entirety, and any temporary provisions to maintain Buildings D and F during Building E Construction/Retrofit. Perform work related to building E Renovation/retrofit for elements in building E or impacting adjacent buildings to accommodate Building E renovation/retrofit. Work of this phase shall commence after OC Corrections acceptance of the prior phase, and after OC Corrections moves inmates out of Building E. This phase shall be substantially complete at least three (3) weeks prior to Phase 3, to allow OC Corrections to security check and test Building systems prior to acceptance by OC Corrections. (Note: There is work to be completed in the adjacent buildings to complete this phase and provide a complete system.)

3. Phase Three: Building D in its entirety, and any temporary provisions to maintain Buildings E and F during Building D Construction/Retrofit. Perform work related to building D Renovation/retrofit for elements in building D or impacting adjacent buildings to accommodate Building D renovation/retrofit. Work of this phase shall commence within 30 days after the Notice to Proceed and be substantially complete at least three (3) weeks prior to Phase 2, to allow OC Corrections to security check and test Building systems prior to acceptance by OC Corrections. (Note: There is work to be completed in the adjacent buildings to complete this phase and provide a complete system.)

B. Before commencing Work of each phase, submit an updated copy of Contractor's construction schedule showing the sequence, commencement, and completion dates, for all phases of the Work.

C. Contractor shall coordinate all activities associated with his project, with Orange County and their other projects that will be completed at the same time as this project.

D. Contractor shall submit a letter requesting written approval to proceed to the next phase, and get the letter signed by OC (Owner) prior to proceeding to the next phase. EACH RESPECTIVE

PHASE SHALL BE COMPLETE, SUCH THAT IF THE OWNER STOPPED THE PROJECT

AFTER A GIVEN PHASE, THE PERMITTING AND TESTING CAN AND WILL BE CLOSED

OUT AND COMPLETE.

1.6 OWNER-FURNISHED PRODUCTS

A. Owner will furnish products indicated. The Work includes receiving, unloading, handling, storing, protecting, and installing Owner-furnished products and making building services connections.

B. Owner-Furnished Products:

1. None

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SUMMARY 01 1000 - 7

1.7 CONTRACTOR-FURNISHED, OWNER-INSTALLED PRODUCTS

A. Contractor shall furnish products indicated. The Work includes unloading, handling, storing, and protecting Contractor-furnished products as directed and turning them over to Owner at Project closeout.

B. Contractor-Furnished, Owner-Installed Products:

1. None. (All product is Contractor furnished and Contractor installed)

1.8 ACCESS TO SITE

A. General: Each Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

B. Use of Site: Limit use of Project site to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine construction operations to areas/rooms indicated.

2. Driveways, Walkways and Entrances: Keep driveways, parking garage, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or for storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances by construction operations.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

c. Contractor shall coordinate parking with the owner, prior to the start of construction, in include parking fees in their base proposal.

d. All deliveries shall comply with OC Corrections Security Procedures.

C. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.

Orlando, FL

SUMMARY 01 1000 - 8

D. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations.

E. Schedule with Orange County, any work that will be done after normal business hours. Include any shift or overtime work anticipated in the proposal required to complete the project.

F. Contractor shall coordinate all activities associated with his project, with Orange County and their other projects that will be completed at the same time as this project.

G. Follow all OC Corrections Security and site access procedures and standards at all times.

1.9 COORDINATION WITH OCCUPANTS

A. Full Owner Occupancy: Owner will occupy site and existing building(s) during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction.

2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations.

3. Maintain Building Security per OC Corrections Standards for all construction barriers and construction efforts.

1.10 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Building is available 24 hours per day to the contractors. Limit noise generating work to during the daytime hours. The building normal business working hours are 6am a.m. to 6 p.m. Mondays-Thursday, 6am-6pm Friday-Saturday, 6am-6pm Sundays.

1. Noise Generating Tasks: Daytime hours. (Coordinate with owner).

2. Weekday Hours: Coordinate with owner.

3. Weekend Hours: Coordinate with owner.

4. Early Morning Hours: Per local noise ordnance restrictions. (Coordinate with owner)

5. Hours for Utility Shutdowns: Not allowed. Afterhours and on holidays only.