538-16-101 RENOVATE B25 TO IMPROVE EFFICIENCY SPECS UPDATE 20210804.pdf

PROJECT SPECIFICATIONS

PROJECT NAME: RENOVATE B25 TO IMPROVE EFFICIENCY

PROJECT NUMBER: 538-16-101

DEPARTMENT OF VETERAN AFFAIRS (VA)

VETERANS HEALTH ADMINISTRATION (VHA)

VETERANS INTEGRATED SERVICE NETWORK (VISN) 10

CHILLICOTHE VA MEDICAL CENTER (VAMC)

17273 STATE ROUTE 104

CHILLICOTHE, OHIO 45601

DOCUMENT DATE: 20 JULY 2020 REBID

UPDATE 04 AUGUST 2021

CHILLICOTHE VAMC MISSION: OUR MISSION IS TO HONOR OUR VETERANS’ SERVICE AND

SACRAFICES BY PROVIDING EXCEPTIONAL CARE

CHILLICOTHE VAMC VISION: OUR VISION IS TO BE A HEALTHCARE PROVIDER OF CHOICE FOR

VETERANS; IMPROVE VETERAN’S QUALITY OF LIFE BY ENHANCING SERVICES, ACCESS AND

SAFETY; AND TO BE THE WORKPLACE OF CHOICE.

RENOVATE B25 TO IMPROVE EFFICIENCY PROJECT NO. 538-16-101

VAMC, CHILLICOTHE, OHIO

00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

VHA MASTER SPECIFICATIONS

TABLE OF CONTENTS

Section 00 01 10

DIVISION 00 - SPECIAL SECTIONS DATE

00 01 15 List of Drawing Sheets 07-15

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 General Requirements 03-20 01 00 02 Badging, information security, privacy, historic preservation, and parking permit requirements 01-21

01 32 16.15 Project Schedules (Small Projects – Design/Bid/Build 03-20 01 33 23 Shop Drawings, Product Data, and Samples 05-17 01 35 26 Safety Requirements 03-20 01 42 19 Reference Standards 09-19 01 45 29 Testing Laboratory Services 11-18 01 57 19 Temporary Environmental Controls 01-11 01 74 19 Construction Waste Management 09-13 01 81 13 Sustainable Construction Requirements 09-15 01 81 13.01 Sustainability Certification Requirements – LEED NC V3 09-15 01 91 00 General Commissioning Requirements

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition 08-17 02 82 13.13 Glove bag Asbestos Abatement 09-15 02 82 13.19 Asbestos Floor Tile / Mastic Abatement 09-15 02 82 13.41 Asbestos Abatement for Total Demolition Project 04-15 02 83 33.13 Lead-Based Paint Removal and Disposal 08-16

DIVISION 03 – CONCRETE

03 30 00 Cast-in-Place Concrete 07-19

DIVISION 04 – MASONRY

04 05 13 Masonry Mortaring 10-17 04 05 16 Masonry Grouting 02-16 04 05 31 Masonry Tuck Pointing 04 20 00 Unit Masonry 02-15 04 72 00 Cast Stone Masonry 02-15

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 11-18 05 21 00 Steel Joist Framing 11-18 05 31 00 Steel Decking 02-16

VAMC, CHILLICOTHE, OHIO TABLE OF CONTENTS

00 01 10-2

05 50 00 Metal Fabrications 08-18 05 51 00 Metal Stairs 10-15

DIVISION 06 – WOOD,PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry 10-17 06 20 00 Finish Carpentry 08-16

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 08 00 Facility Exterior Closure Commissioning 11-16 07 13 00 Sheet Waterproofing 04-13 07 21 13 Thermal Insulation 10-17 07 22 00 Roof and Deck Insulation 02-16 07 27 27 Fluid-Applied Membrane Air Barrier, Vapor Retarding 02-16 07 31 13 Asphalt Shingles 02-16 07 40 00 Roofing and Siding Panels 10-15 07 54 23 Thermoplastic Polyolefin (TPO) Roofing 08-16 07 60 00 Flashing and Sheet Metal 07-14 07 84 00 Firestopping 02-16 07 92 00 Joint Sealants 10-17

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 08-16 08 31 13 Access Doors and Frames 02-16 08 33 00 Coiling Doors and Grilles 09-18 08 41 13 Aluminum-Framed Entrances and Storefronts 08-16 08 56 53 Blast Resistant Windows 02-16 08 71 00 Door Hardware 04-20 08 71 13 Automatic Door Operators 02-16 08 80 00 Glazing 10-15 08 90 00 Louvers and Vents 05-15

DIVISION 09 – FINISHES

09 05 16 Subsurface Preparation for Floor Finishes 02-15 09 22 16 Non-Structural Metal Framing 06-18 09 29 00 Gypsum Board 04-20 09 30 13 Ceramic/Porcelain Tiling 09-15 09 51 00 Acoustical Ceilings 12-18 09 65 13 Resilient Base and Accessories 02-16 09 65 19 Resilient Tile Flooring 05-18 09 91 00 Painting 01-16

DIVISION 10 – SPECIALTIES

10 21 13 Toilet Compartments 12-15 10 26 00 Wall and Door Protection 10-15 10 28 00 Toilet, Bath, and Laundry Accessories 02-16 10 44 13 Fire Extinguisher Cabinets 08-18

10 51 13 Metal Lockers 6-14

00 01 10-3

10 73 16 ALUMINUM CANOPY SYSTEM

DIVISION 11 – EQUIPMENT

DIVISION 12 – FURNISHINGS

12 24 00 Window Shades 08-17 12 32 00 Manufactured Wood Casework 09-15

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 Metal Building Systems 08-16

DIVISION 21- FIRE SUPPRESSION

21 08 00 Commissioning of Fire Suppression System 11-16 21 13 13 Wet-Pipe Sprinkler Systems 06-15 21 13 16 Dry-Pipe Sprinkler Systems 01-15

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing 07-16 22 05 12 General Motor Requirements for Plumbing Equipment 09-15 22 05 19 Meters and Gages for Plumbing Piping 09-15 22 05 23 General-Duty Valves for Plumbing Piping 09-15 22 07 11 Plumbing Insulation 09-19 22 08 00 Commissioning of Plumbing Systems 11-16 22 11 00 Facility Water Distribution 11-19 22 11 23 Domestic Water Pumps 09-15 22 13 00 Facility Sanitary and Vent Piping 09-15 22 14 00 Facility Storm Drainage 09-15 22 14 29 Sump Pumps 22 15 00 General Service Compressed-Air Systems 09-15 22 35 00 Domestic Water Heat Exchangers 09-15 22 40 00 Plumbing Fixtures 09-15

DIVISION 23 – HEATING, VENTILATING, AND AIR

CONDITIONING (HVAC)

23 05 11 Common Work Results for HVAC 02-20 23 05 12 General Motor Requirements for HVAC and Steam

Generation Equipment 02-20

23 05 41 Noise and Vibration Control for HVAC Piping and Equipment

02-20

23 05 93 Testing, Adjusting, and Balancing for HVAC 02-20 23 07 11 HVAC and Boiler Plant Insulation 02-20 23 08 00 Commissioning of HVAC Systems 02-20 23 09 23 Direct-Digital Control System for HVAC 09-11 23 21 13 Hydronic Piping 02-20 23 21 23 Hydronic Pumps 02-20 23 22 13 Steam and Condensate Heating Piping 02-20 23 22 23 Steam Condensate Pumps 04-20 23 23 00 Refrigerant Piping 02-20

00 01 10-4

23 25 00 HVAC Water Treatment 02-20 23 31 00 HVAC Ducts and Casings 02-20 23 34 00 HVAC Fans 02-20 23 36 00 Air Terminal Units 02-20 23 37 00 Air Outlets and Inlets 02-20 23 64 00 Packaged Water Chillers 03-20 23 72 00 Air-to-Air Energy Recovery Equipment 03-20 23 73 00 Indoor Central-Station Air-Handling Units 03-20 23 81 00 Decentralized Unitary HVAC Equipment 03-20 23 82 00 Convection Heating and Cooling Units 03-20

DIVISION 25 – INTEGRATED AUTOMATION

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 01-16 26 05 13 Medium-Voltage Cables 01-17 26 05 19 Low-Voltage Electrical Power Conductors and Cables 01-17 26 05 26 Grounding and Bonding for Electrical Systems 01-17 26 05 33 Raceway and Boxes for Electrical Systems 01-18 26 05 41 Underground Electrical Construction 01-17 26 08 00 Commissioning of Electrical Systems 11-16 26 09 23 Lighting Controls 01-18 26 12 19 Pad-Mounted, Liquid-Filled, Medium-Voltage Transformers 01-18 26 22 00 Low-Voltage Transformers 01-18 26 24 16 Panelboards 01-18 26 27 26 Wiring Devices 01-18 26 29 11 Motor Controllers 01-18 26 43 13 Surge Protective Devices 01-17 26 51 00 Interior Lighting 01-18 26 56 00 Exterior Lighting 05-14

DIVISION 27 – COMMUNICATIONS

27 05 11 Requirements for Communications Installations 01-19 27 05 26 Grounding and Bonding for Communications Systems 06-15 27 05 33 Raceways and Boxes for Communications Systems 01-18 27 08 00 Commissioning of Communications Systems 11-16 27 10 00 Control, Communication and Signal Wires 06-15 27 11 00 Communications Equipment Room Fittings 06-15 27 15 00 Communications Structured Cabling 01-16

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 05 00 Common Work Results for Electronic Safety and Security 04-18 28 05 13 Conductors and Cables for Electronic Safety and

Security 10-18

28 05 26 Grounding and Bonding for Electronic Safety and Security

09-11

28 05 28.33 Conduits and Backboxes for Electronic Safety and Security

09-11

28 08 00 Commissioning of Electronic Safety and Security Systems 11-16

00 01 10-5

28 13 00 Physical Access Control System 28 16 00 Intrusion Detection System

10-11

28 23 00 Video Surveillance 09-11 28 31 00 Fire Detection and Alarm 10-11

DIVISION 31 – EARTHWORK

31 20 00 Earthwork 10-12 31 23 19 Dewatering 31 23 23.33 Flowable Fill

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 05 23 Cement and Concrete for Exterior Improvements 08-16 32 12 16 Asphalt Paving 09-15 32 17 23 Pavement Markings 08-16 32 31 13 Chain Link Fences 05-16 32 90 00 Planting 07-16

DIVISION 33 – UTILITIES

33 08 00 Commissioning of Site Utility Systems 11-16 33 10 00 Water Utilities 03-17 33 40 00 Storm Sewer Utilities 12-17 33 46 13 Foundation Drainage 10-11

VAMC, CHILLICOTHE, OHIO LIST OF DRAWING SHEETS

SECTION 00 01 15

LIST OF DRAWING SHEETS

The drawings listed below accompanying this specification form a part of the contract.

Drawing No. Title

1 G000 COVER SHEET

2 G001 PROJECT GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

3 G002 SITE PLAN

4 G003 LIFE SAFETY PLANS

5 C100 DEMOLITION PLAN

6 C101 UTILITY PLAN

7 C102 GRADING PLAN

8 C103 LOCATION AND MATERIAL PLAN

9 C500 DETAILS

10 L100 PLANTING PLAN

11 S001 GENERAL NOTES

12 SB100 OVERALL FOUNDATION PLAN

13 SB101 NEW BUILDING AND EAST LOADING DOCK FOUNDATION/SLAB

14 SB101.1 EAST LOADING DOCK FOUNDATION/SLAB PLANS - ALT. #3

15 SB102 FOUNDATION PLAN NORTH SIDE

16 SB301 FOUNDATION SECTIONS

17 SB501 FOUNDATION/SLAB DETAILS

18 SF100 OVERALL FRAMING LAYOUT

19 SF101 MAIN STRUCTURAL FRAME

20 SF301 FRAMING SECTIONS

21 SF501 FRAMING DETAILS

22 AD100 BASEMENT DEMOLITION PLAN

23 AD101 FIRST FLOOR DEMOLITION PLAN

24 AD102 FIRST FLOOR REFLECTED CEILING DEMOLITION

25 AD103 ROOF DEMOLITION PLAN

26 AD200 DEMOLITION ELEVATIONS

27 AD300 SITE DEMOLITION PLAN

28 A100 BASEMENT NEW WORK FLOOR PLAN

29 A101 FIRST FLOOR NEW WORK PLAN

30 A101.1 FIRST FLOOR NEW WORK PLAN - ALTERNATE 3

31 A102 CLERESTORY PLAN

32 A103 ROOF PLAN

33 A110 BASEMENT REFLECTED CEILING PLAN

34 A111 FIRST FLOOR REFLECTED CEILING PLAN

35 A200 BUILDING ELEVATIONS

36 A300 BUILDING SECTIONS

37 A301 BUILDING SECTIONS

38 A310 WALL SECTIONS

39 A311 WALL SECTIONS

40 A401 ENLARGED RESTROOM PLANS AND ELEVATIONS

41 A402 ENLARGED PLANS AND ELEVATIONS

42 A403 INTERIOR ELEVATIONS

43 A501 PARTITION TYPES AND DETAILS

44 A510 EXTERIOR SECTION DETAILS

45 A511 EXTERIOR SECTION DETAILS

46 A520 CASEWORK SECTIONS AND DETAILS

47 A530 PLAN DETAILS

48 A540 STORAGE RACK PLAN AND ELEVATIONS

49 A601 DOOR SCHEDULE AND DOOR DETAILS

50 A602 DOOR AND WINDOW DETAILS

51 A701 STAIR PLANS AND SECTIONS

52 A702 STAIR PLANS AND SECTIONS

53 A703 RAMP PLANS AND SECTIONS

54 A704 RAMP AND STAIR DETAILS

55 A901 FINISH SCHEDULE AND DETAILS

56 A902 WALL PROTECTION AND FLOOR FINISH PLAN

57 A903 EQUIPMENT PLANS

58 A904 FURNITURE PLAN

59 A905 INTERIOR SIGN LOCATION PLANS

60 FP001 FIRE PROTECTION LEGEND

61 FP101 BASEMENT & FIRST FLOOR FIRE PROTECTION PLANS

62 P001 PLUMBING LEGEND AND GENERAL NOTES

63 PD101 PLUMBING DEMOLITION - BASEMENT PLAN

64 PD102 PLUMBING DEMOLITION - FIRST FLOOR PLAN

65 PD103 PLUMBING DEMOLITION - BUILDINGS 228, 38, 39, 40, 41

66 PL101 PLUMBING NEW WORK - BASEMENT PLAN

67 PL102 PLUMBING NEW WORK - FIRST FLOOR PLAN

68 PL103 PLUMBING NEW WORK - ROOF PLAN

69 PL401 PLUMBING NEW WORK - ENLARGED PLANS

70 PL501 PLUMBING DETAILS

71 PL601 PLUMBING SCHEDULES AND DIAGRAMS

72 PL602 PLUMBING SANITARY & VENT ISOMETRICS

73 M001 MECHANICAL SYMBOLS

74 MD101 BASEMENT AND FIRST FLOOR DEMOLITION

75 MD102 MECHANICAL STEAM PIPING - DEMOLITION BASEMENT PLAN

76 MD103 MECHANICAL STEAM PIPING - DEMOLITION FIRST FLOOR PLAN

77 MD104 MECHANICAL STEAM PIPING - DEMOLITION BUILDINGS 228, 38, 39, 40, 41

78 MH101 BASEMENT HVAC NEW WORK

79 MH102 FIRST FLOOR HVAC NEW WORK

80 MH103 ROOF HVAC

81 MH501 DETAILS

82 MH502 CONTROL DETAILS

83 MH503 HVAC SECTION VIEW, AIRFLOW DIAGRAM

84 MH504 BASEMENT DETAILS

85 MH601 HVAC SCHEDULES

86 MH602 HVAC SCHEDULES

87 MP101 BASEMENT PIPING NEW WORK

88 MP102 FIRST FLOOR PIPING NEW WORK

89 MP103 MECHANICAL STEAM PIPING PLANS

90 MP501 MECHANICAL PIPING DETAILS

91 MP502 MECHANICAL PIPING DETAILS II

92 MP503 MECHANICAL PIPING CONTROL DETAILS

93 MP601 MECHANICAL PIPING SCHEDULES AND DIAGRAMS

94 E001 ELECTRICAL SYMBOL LEGEND & LIGHTING SCHEDULE

95 ED100 DEMOLITION ELECTRIC-BUILDNG 25-BASEMENT FLOOR PLAN

96 ED101 DEMOLITION POWER / SIGNAL-BUILDING 25-FIRST FLOOR

97 ED102 DEMOLITION LIGHTING FIRST FLOOR PLAN

98 ED103 DEMOLITION SITE POWER PLAN - BUILDING T41, T233, T313

99 ED104 DEMOLITION FIRE ALARM BUILDING 25 FLOOR PLAN

100 ED105 DEMOLITION FIRE ALARM SITE PLAN - BUILDING T228, T38, T39, T40

101 ED106 DEMOLITION FIRE ALARM SITE PLAN - BUILDING T41, T233, T313

102 ED202 ELECTRICAL DEMOLITION SINGLE LINE DIAGRAM

103 EL100 NEW LIGHTING BASEMENT & CRAWL SPACE PLAN

104 EL101 NEW LIGHTING FIRST FLOOR PLAN

105 EP100 NEW POWER BASEMENT FLOOR PLAN

106 EP101 NEW POWER FIRST FLOOR PLAN

107 EP102 NEW POWER ROOF PLAN

108 EP301 ELECTRICAL DETAILS

109 EP302 ENLARGED PRIMARY POWER PLAN & DETAILS

110 EP400 PARTIAL ELECTRICAL SINGLE LINE DIAGRAM - CAMPUS

111 EP401 ELECTRICAL SINGLE LINE DIAGRAM - BUILDING 25

112 EP601 PANEL SCHEDULES

113 EP602 PANEL SCHEDULES

114 ES100 ELECTRICAL SITE PLAN

115 ES101 SIGNAL SITE EXISTING MANHOLE PLAN

116 ES102 ELECTRICAL SITE PLAN

117 EY100 NEW SIGNAL & FIRE ALARM BASEMENT FLOOR PLAN

118 EY101 NEW SIGNAL & FIRE ALARM FIRST FLOOR PLAN

119 EY102 NEW FIRE ALAM BUILDING 213, T233, & T313

120 EY200 SECURITY FIBER SINGLE LINE DIAGRAM

121 EY201 FIRE ALARM SINGLE LINE DIAGRAM

122 EY300 SIGNAL CLOSET DETAILS

123 EY301 ACCESS CONTROL DETAILS

- - - END - - -

01 00 00 - 1

SECTION 01 00 00 GENERAL REQUIREMENTS

1.01 SAFETY REQUIREMENTS

1.02 GENERAL INTENTION

1.03 STATEMENT OF BID ITEM(S)

1.04 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

1.05 CONSTRUCTION SECURITY REQUIREMENTS

1.06 OPERATIONS AND STORAGE AREAS

1.07 ALTERATIONS

1.08 DISPOSAL AND RETENTION

1.09 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,

UTILITIES, AND IMPROVEMENTS

1.10 RESTORATION

1.11 PHYSICAL DATA

1.12 NOT APPLICABLE

1.13 LAYOUT OF WORK

1.14 AS-BUILT DRAWINGS

1.15 WARRANTY MANAGEMENT

1.16 USE OF ROADWAYS

1.17 NOT APPLICABLE

1.18 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT

1.19 NOT APPLICABLE

1.20 NOT APPLICABLE

1.21 TEMPORARY TOILETS

1.22 AVAILABILITY AND USE OF UTILITY SERVICES

1.23 NOT APPLICABLE

1.24 TESTS

1.25 INSTRUCTIONS

1.26 NOT APPLICABLE

1.27 RELOCATED EQUIPMENT

1.28 NOT APPLICABLE

1.29 NOT APPLICABLE

1.30 NOT APPLICABLE

1.31 NOT APPLICABLE

01 00 00 - 2

1.32 NOT APPLICABLE

1.33 HISTORIC PRESERVATION

1.34 NOT APPLICABLE

01 00 00 - 3

PART 1 - GENERAL

1.01 SAFETY REQUIREMENTS

Refer to section 01 35 26, SAFETY REQUIREMENTS for safety and infection control requirements.

1.02 GENERAL INTENTION

A. Contractor shall completely prepare site for building operations, including demolition and removal of existing structures, and furnish labor and materials and perform work for 538-16-101, RENOVATE B25 TO IMPROVE EFFICIENCY Chillicothe, Ohio as required by drawings and specifications.

B. Visits to the site by Bidders will be as outlined in the solicitation.

C. Offices of FFE INC, CINCINNATI, OH, as Architect Engineers, will render certain technical services during construction. Such services shall be considered as advisory to the Government and shall not be construed as expressing or implying a contractual act of the Government without affirmations by Contracting Officer or his duly authorized representative.

D. Not Applicable

E. All employees of the general contractor and subcontractors shall adhere to the Chillicothe VAMC contractor identification process and obtain VA issued badges. All employees of general contractor and subcontractors shall comply with VA security management program , be identified by project and employer, and restricted from unauthorized access.

F. REQUEST FOR INFORMATION

In the event an explanation or interpretation of the drawings or specifications is necessary, submit the request using an approved RFI (Request for Information) Form with the following information (at a minimum):

1. Project title, location and number.

2. Construction contract number

3. Current date

4. RFI Number

5. Specification number that the RFI refers to (if applicable)

6. Drawing sheet number that the RFI refers to (if applicable)

7. RFI question

8. Space for RFI response

9. Line for responder's name and date

Such requests shall be submitted to the Contracting Officer soon enough to allow a reply so as to affect the project as little as possible.

1.03 STATEMENT OF BID ITEM(S)

See Block 10, Standard Form (SF) 1442, and any continuation thereto, for a detailed list of Bid Items.

01 00 00 - 4

1.04 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

Drawings and contract documents may be obtained from the website where the solicitation is posted. Additional copies will be at Contractor's expense.

1.05 CONSTRUCTION SECURITY REQUIREMENTS

A. Security Plan:

1. The security plan defines both physical and administrative security procedures that will remain effective for the entire duration of the project.

2. The General Contractor is responsible for assuring that all sub-contractors working on the project and their employees also comply with these regulations.

B. Security Procedures:

1. General Contractor’s employees shall not enter the project site without appropriate badge. They may also be subject to inspection of their personal effects when entering or leaving the project site. Refer to section 01 00 01, BADGING, INFORMATION SECURITY, PRIVACY, HISTORIC PRESERVATION, AND PARKING PERMIT REQUIREMENTS for badging requirements.

2. Not Applicable

3. No photography of VA premises is allowed without written permission of the Contracting Officer.

4. VA reserves the right to close down or shut down the project site and order General Contractor’s employees off the premises in the event of a national emergency. The General Contractor may return to the site only with the written approval of the Contracting Officer.

C. Not Applicable

D. Key Control:

1. Any keys necessary to gain entry to work areas or other spaces associated with performing work will be issued to the Contractor's representative in accordance with the exhibit Standard Operating Procedure (SOP) 41 Contractor Key Control. In accordance with Facilities Management Service, Engineering Section Standard Operating Procedure 41, there is a $500 per key charge for unreturned keys at project completion. The method of collection of fines is at the Government’s discretion. Fines for unreturned keys may be withheld during project financial closeout or collected via bill of collection to the contractor and/or by other means necessary.The General Contractor shall provide duplicate keys and lock combinations to the Contracting officers representative (COR)for the purpose of security inspections of every area of project parked machines and take any emergency action.

3. See Section 08 71 00, DOOR HARDWARE for permanent lock cylinder requirements.

E. Not Applicable

F. Motor Vehicle Restrictions

Reference Chillicothe VAMC Policy Memorandum No. 07-29, Parking and Motor Vehicle Operations, and Designated Parking for Contractors and Contractor

01 00 00 - 5

Employees exhibit. Refer to section 01 00 01, BADGING, INFORMATION

SECURITY, PRIVACY, HISTORIC PRESERVATION, AND PARKING PERMIT REQUIREMENTS

for parking permit requirements.

1.06 OPERATIONS AND STORAGE AREAS

The following paragraphs are in addition to (FAR 52.236-10)

A. The Contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer. The Contractor shall hold and save the Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance.

B. Temporary buildings (e.g., storage sheds, shops, offices) and utilities may be erected by the Contractor only with the approval of the Contracting Officer and shall be built with labor and materials furnished by the Contractor without expense to the Government. The temporary buildings and utilities shall remain the property of the Contractor and shall be removed by the Contractor at its expense upon completion of the work.

No fuel storage tanks are acceptable for contractor staging areas.

C. The Contractor shall, under regulations prescribed by the Contracting Officer, use only established roadways, or use temporary roadways constructed by the Contractor when and as authorized by the Contracting Officer. When materials are transported in prosecuting the work, vehicles shall not be loaded beyond the loading capacity recommended by the manufacturer of the vehicle or prescribed by any Federal, State, or local law or regulation. When it is necessary to cross curbs or sidewalks, the Contractor shall protect them from damage. The Contractor shall repair or pay for the repair of any damaged curbs, sidewalks, roads , or lawn areas

(FAR 52.236-10)

D. Working space and space available for storing materials shall be as shown on the drawings , and as determined by the COR .

E. Workers are subject to rules of Medical Center applicable to their conduct.

F. Execute work so as to interfere as little as possible with normal functioning of Medical Center as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being done by others. Use of equipment and tools that transmit vibrations and noises through the building structure, are not permitted in buildings that are occupied, during construction, jointly by patients or medical personnel, and Contractor's personnel, except as permitted by COR where required by limited working space.

1. Do not store materials and equipment in other than assigned areas.

2. Schedule delivery of materials and equipment to immediate construction working areas within buildings in use by Department of Veterans Affairs in quantities sufficient for not more than two work days. Provide unobstructed access to Medical Center areas required to remain in operation.

01 00 00 - 6

3. Where access by Medical Center personnel to vacated portions of buildings is not required, storage of Contractor's materials and equipment will be permitted subject to fire and safety requirements, and approval of the COR.

G. Phasing:

The Medical Center must maintain its operation 24 hours a day 7 days a week. Therefore, any interruption in service must be scheduled and coordinated with the COR to ensure that no lapses in operation occur. It is the CONTRACTOR'S responsibility to develop a work plan and schedule detailing, at a minimum, the procedures to be employed, the equipment and materials to be used, the interim life safety measure to be used during the work, and a schedule defining the duration of the work with milestone subtasks.

To ensure such executions, Contractor shall furnish the COR with a schedule of approximate phasing dates on which the Contractor intends to accomplish work in each specific area of site, building or portion thereof. In addition, Contractor shall notify the COR two weeks in advance of the proposed date of starting work in each specific area of site, building or portion thereof. Arrange such phasing dates to ensure accomplishment of this work in successive phases mutually agreeable to COR and Contractor.

SEE GENERAL PHASING BELOW:

1. PHASE 1:

a. BUILDINGS 228, T38, T39, T40, AND 241 WILL BE OCCUPIED DURING

THIS PHASE.

b. RENOVATE B25

c. DEMOLISH T41. CONSTRUCT FENCE, GATE ON EXISTING BUILDING

FOUNDATION. REFER TO ELECTRICAL SHEETS FOR NEW WORK.

2. PHASE 2: EQUIPMENT RELOCATION AND OCCUPANCY:

a. RELOCATE EXISTING EQUIPMENT INTO BUILDING 25 AS SHOWN ON A100

AND A903 BY CONTRACTOR.

b. CONTRACTOR TO PROVIDE DETAILED SCHEDULE AND MOVING PLAN.

INCLUDE 30 DAYS FOR VA TO MOVE IN USERS AND PREP PHASE 3

BUILDINGS FOR DEMOLITION.

3. PHASE 3: EXISTING BUILDING DEMOLITION AND SITE RESTORATION:

a. DEMOLISH BUILDINGS 228, T38, T39, T40, 241, AND ADDITIONAL

STRUCTURES DEPICTED AS BEING DEMOLISHED

b. REPAIR AND CONSTRUCT NEW PARKING

c. ADD PATIO AND COMPLETE LANDSCAPING

H. All building areas adjacent to this project will be occupied during performance of work.

Contractor shall take all measures and provide all material necessary for protecting existing equipment and property in affected areas of construction against dust and debris, so that equipment and affected areas to be used in the Medical Centers operations will not be hindered.

01 00 00 - 7

Contractor shall permit access to Department of Veterans Affairs personnel and patients through other construction areas which serve as routes of access to such affected areas and equipment. These routes whether access or egress shall be isolated from the construction area by temporary partitions and have walking surfaces, lighting etc to facilitate patient and staff access. Coordinate alteration work in areas occupied by Department of Veterans Affairs so that Medical Center operations will continue during the construction period. This may include evening or weekend work.

I. Construction Fence: Before construction operations begin, Contractor shall provide a chain link construction fence, six feet minimum height, around the construction area including dumpsters in a manner approved by the COR. If a fencing alignment is indicated specifically on the drawing, follow as indicated on the drawings. The drawings not showing the fencing alignment does not excuse the contractor from providing the required fencing. Provide gates as required for access with necessary hardware, including hasps padlocks, heavy duty gate wheels, and other fencing accessories necessary for proper manual gate operation. Fasten fence fabric to terminal posts with tension bands and to line posts and top and bottom rails with tie wires spaced at maximum 375mm (15 inches).

Bottom of fences shall extend to 25mm (one inch) above grade. Details of fence construction and finish thereof shall be submitted to COR for approval. Remove the fence when directed by COR .

J. When a building and/or construction site is turned over to Contractor, Contractor shall accept entire responsibility including upkeep and maintenance therefore:

1. Contractor shall maintain a minimum temperature of 4 degrees C (40 degrees F) at all times, except as otherwise specified.

2. Contractor shall maintain in operating condition existing fire protection and alarm equipment. In connection with fire alarm equipment, Contractor shall make arrangements with the COR for pre inspection of site with Chillicothe VAMC Fire Department who is required to respond to an alarm from Contractor's employee or watchman.

K. Utilities Services: Maintain existing utility services for Medical Center at all times. Provide temporary facilities, labor, materials, equipment, connections, and utilities to assure uninterrupted services.

Where necessary to cut existing water, steam, gases, sewer or air pipes, or conduits, wires, cables, etc. of utility services or of fire protection systems and communications systems (including telephone), they shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by COR .

1. No utility service such as water, gas, steam, sewers or electricity, or fire protection systems and communications systems may be interrupted without prior approval of COR . Electrical work shall be accomplished with all affected circuits or equipment de-energized. When an electrical outage cannot be accomplished, work on any energized circuits or equipment shall not commence without a detailed work plan, the Medical Center Director’s prior knowledge and written approval. Refer to specification Sections 26

05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS, 27 05 11 REQUIREMENTS

FOR COMMUNICATIONS INSTALLATIONS for additional requirements.

01 00 00 - 8

2. Contractor shall submit a request to interrupt any such services to COR , in writing, 7 days in advance of proposed interruption. Request shall state reason, date, exact time of, and approximate duration of such interruption.

3. Contractor will be advised (in writing) of approval of request, or of which other date and/or time such interruption will cause least inconvenience to operations of Medical Center . Interruption time approved by Medical Center may occur at other than Contractor's normal working hours.

4. Major interruptions of any system must be requested, in writing, at least 15 calendar days prior to the desired time and shall be performed as directed by the COR .

5. In case of a contract construction emergency, service will be interrupted on approval of COR . Such approval will be confirmed in writing as soon as practical.

6. Not Applicable.

7. Access to Data Rooms requires escorts at all times. Access requests must be requested in writing a minimum of 7 days in advance of the proposed dates of work. Requests shall state reason, date, exact time of, and approximate duration of such work activity.

L. Abandoned Lines: All service lines such as wires, cables, conduits, ducts, pipes and the like, and their hangers or supports, which are to be abandoned but are not required to be entirely removed, shall be sealed, capped or plugged at the main, branch or panel they originate from. The lines shall not be capped in finished areas, but shall be removed and sealed, capped or plugged in ceilings, within furred spaces, in unfinished areas, or within walls or partitions; so that they are completely behind the finished surfaces.

M. To minimize interference of construction activities with flow of Medical Center traffic, comply with the following:

1. Keep roads, walks and entrances to grounds, to parking and to occupied areas of buildings clear of construction materials, debris and standing construction equipment and vehicles. Wherever excavation for new utility lines cross existing roads, at least one lane must be open to traffic at all times with approval.

2. Method and scheduling of required cutting, altering and removal of existing roads, walks and entrances must be approved by the COR .

3. Impacts to roads, walks and entrances to grounds, to parking and to occupied areas of buildings shall require contractor provided signage indicating danger work zone as well as signage for detour routes at points of safe turn off prior to reaching dead ends requiring turn around, or if detour isn’t required and there is a change in the traffic or pedestrian flow signage shall be provided indicating the proper flow. The contractor shall be responsible for adequately marking the construction zone for safety reasons to stop entry to the construction zone, this might include but is not limited to signage, cones, barrels, lights, stanchions, colored tape, partitions, jersey barriers etc. Impacts to roads requires contractor provided traffic control in compliance with the Ohio Department of Transportation Guidelines for Traffic Control in Work Zones. Submit in

01 00 00 - 9 accordance with Specification Section 01 33 23 work plans including signage, safety measures, and traffic control plans to the COR for approval for all detour and change in pedestrian or vehicular traffic affecting roads, walks, and entrances.

N. Coordinate the work for this contract with other construction operations as directed by COR . This includes the scheduling of traffic and the use of roadways, as specified in Article, USE OF ROADWAYS.

O. Not Applicable

P. Hours of Work:

1. The work of this contract is to be executed between 7:30 a.m. and 4:00 p.m., Monday through Friday, except as required by the specifications and/or otherwise authorized by the COR. No work will be performed on Government recognized holidays, or weekends except as required by the specifications and/or otherwise authorized by the COR.

2. Submit in writing to the COR requests for proposed hours of work changes.

3. The Medical Center must maintain its operation 24 hours a day 7 days a week. Therefore, any interruption in service must be scheduled and coordinated with the COR to ensure that no lapse in operations occur. See section 1.06G Phasing for additional requirements. Work hours interrupting service or utilities shall be scheduled at times convenient to the Medical Center and least impactful to the government. Due to the operations being 24 hours a day 7 days a week acceptable scheduled service interruption times may vary and be any time of day depending on the location and impact of the interruption.

4. Hours of work may vary depending on the area of work being performed.

Work in occupied spaces shall be scheduled at times convenient to the occupant and the Medical Center.

5. Hot work shall stop prior to the specified end of work day at a minimum equal to the time required for final inspection.

1.07 ALTERATIONS

A. Survey: Before any work is started, the Contractor shall make a thorough survey with the COR , of areas of buildings in which alterations occur and areas which are anticipated routes of access, and furnish a report, signed by both,to the Contracting Officer. This report shall list by rooms and spaces:

1. Existing condition and types of resilient flooring, doors, windows, walls and other surfaces not required to be altered throughout affected areas of buildings.

2. Existence and conditions of items such as plumbing fixtures and accessories, electrical fixtures, equipment, venetian blinds, shades, etc., required by drawings to be either reused or relocated, or both.

3. Shall note any discrepancies between drawings and existing conditions at site.

4. Shall designate areas for working space, materials storage and routes of access to areas within buildings where alterations occur and which have been agreed upon by Contractor and COR .

01 00 00 - 10

B. Any items required by drawings to be either reused or relocated or both, found during this survey to be nonexistent, or in the opinion of COR , to be in such condition that their use is impossible or impractical, shall be furnished and/or replaced by Contractor with new items in accordance with specifications which will be furnished by Government. Provided the contract work is changed by reason of this subparagraph B, the contract will be modified accordingly, under provisions of clause entitled "DIFFERING SITE CONDITIONS" (FAR 52.236-2) and "CHANGES" (FAR 52.243-4 and

VAAR 852.236-88).

C. Re-Survey: Thirty days before expected partial or final inspection date, the Contractor and COR together shall make a thorough re-survey of the areas of buildings involved. They shall furnish a report on conditions then existing, of resilient flooring, doors, windows, walls and other surfaces as compared with conditions of same as noted in first condition survey report:

Re-survey report shall also list any damage caused by Contractor to such flooring and other surfaces, despite protection measures; and, will form basis for determining extent of repair work required of Contractor to restore damage caused by Contractor's workers in executing work of this contract.

D. Protection: Provide the following protective measures:

1. Wherever existing roof surfaces are disturbed they shall be protected against water infiltration. In case of leaks, they shall be repaired immediately upon discovery.

2. Temporary protection against damage for portions of existing structures and grounds where work is to be done, materials handled and equipment moved and/or relocated.

3. Protection of interior of existing structures at all times, from damage, dust and weather inclemency. Wherever work is performed, floor surfaces that are to remain in place shall be adequately protected prior to starting work, and this protection shall be maintained intact until all work in the area is completed.

4. Dampen debris to keep down dust.

5. Provide temporary construction partitions as described in Specification Section 01 35 26 paragraph Temporary Construction Partitions.

6. Block off ducts and diffusers to prevent circulation of dust into occupied areas during construction. Coordinate with COR.

7. See Specification Section 01 35 26 paragraph Infection Control for additional required measures.

1.08 DISPOSAL AND RETENTION

A. Materials and equipment accruing from work removed and from demolition of buildings or structures, or parts thereof, shall be disposed of as follows:

1. Reserved items which are to remain property of the Government are noted on drawings or in specifications as items to be stored. Items that remain property of the Government shall be removed or dislodged from present locations in such a manner as to prevent damage which would be detrimental

01 00 00 - 11 to re installation and reuse. The contractor shall secure and store the items until reinstallation. .

2. Items not reserved shall become property of the Contractor and be removed by Contractor from Medical Center .

3. Items of portable equipment and furnishings located in rooms and spaces in which work is to be done under this contract shall remain the property of the Government.

4. Not Applicable

1.09 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND

IMPROVEMENTS

The following paragraph is in addition to FAR 52.236-9 Clause PROTECTION

OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS

A. The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized to do so, and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workers, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the Contracting Officer.

B. The Contractor shall protect from damage all existing improvements and utilities at or near the work site and on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor. The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

(FAR 52.236-9)

C. Refer to Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS, for additional requirements on protecting vegetation, soils and the environment. Refer to Articles, "Alterations", "Restoration", and "Operations and Storage Areas" for additional instructions concerning repair of damage to structures and site improvements.

D. Not Applicable

1.10 RESTORATION

A. Remove, cut, alter, replace, patch and repair existing work as necessary to install new work. Except as otherwise shown or specified, do not cut, alter or remove any structural work, and do not disturb any ducts, plumbing, steam, gas, or electric work without approval of the COR .

Existing work to be altered or extended and that is found to be defective in any way, shall be reported to the COR before it is disturbed. Materials and workmanship used in restoring work, shall conform in type and quality to that of original existing construction, except as otherwise shown or specified.

01 00 00 - 12

B. Upon completion of contract, deliver work complete and undamaged.

Existing work (walls, ceilings, partitions, floors, mechanical and electrical work, lawns, paving, roads, walks, etc.) disturbed or removed as a result of performing required new work, shall be patched, repaired, reinstalled, or replaced with new work, and refinished and left in as good condition as existed before commencing work.

C. At Contractor's own expense, Contractor shall immediately restore to service and repair any damage caused by Contractor's workers to existing piping and conduits, wires, cables, etc., of utility services or of fire protection systems and communications systems (including telephone) which are not scheduled for discontinuance or abandonment.

D. Expense of repairs to such utilities and systems not shown on drawings or locations of which are unknown will be covered by adjustment to contract time and price in accordance with clause entitled "CHANGES" (FAR 52.243-4 and VAAR 852.236-88) and "DIFFERING SITE CONDITIONS" (FAR 52.236- 2).

1.11 PHYSICAL DATA

A. Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

The indications of physical conditions on the drawings and in the specifications are the result of site investigations:

1. Terracon,Inc -see attached

a. Geotechnical Engineering Report

b. Asbestos Survey Buildings 38, 29, 40, T41, 228 and 241.

2. TTL Associates Inc. - see attached

a. NESHAP Asbestos Survey Report

b. Lead Based Paint Inspection Building 25

(FAR 52.236 4)

B. Government does not guarantee that other materials will not be encountered nor that proportions, conditions or character of several materials will not vary from those indicated by explorations. Bidders are expected to examine site of work and logs of borings; and, after investigation, decide for themselves character of materials and make their bids accordingly. Upon proper application to Department of Veterans Affairs, bidders will be permitted to make subsurface explorations of their own at site.

1.12 NOT APPLICABLE

1.13 LAYOUT OF WORK

A. The Contractor shall lay out the work from Government established base lines , indicated on the drawings, and shall be responsible for all measurements in connection with the layout. The Contractor shall furnish, at Contractor's own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work.

01 00 00 - 13

(FAR 52.236-17)

B. Establish and plainly mark center lines for each building and corner of column lines and/or addition to each existing building, and such other lines and grades that are reasonably necessary to properly assure that location, orientation, and elevations established for each such structure and/or addition are in accordance with lines and elevations shown on contract drawings.

1.14 AS-BUILT DRAWINGS

A. The contractor shall maintain one full size sets of as-built drawings which will be kept current during construction of the project, to include all contract changes, modifications and clarifications.

B. All variations shall be shown in the same general detail as used in the contract drawings. To ensure compliance, as-built drawings shall be made available for the COR review, as often as requested.

C. Contractor shall deliver two approved completed sets of as-built drawings in the electronic version (scanned PDF) to the COR within 15 calendar days after each completed phase and after the acceptance of the project by the COR.

D. Paragraphs A, B, & C shall also apply to all shop drawings.

1.15 WARRANTY MANAGEMENT

A. Warranty Management Plan: Submit a warranty management plan which contains information relevant to FAR 52.246-21 Warranty of Construction at least 30 days before the planned pre-warranty conference, submit an electronic version of the warranty management plan. Include within the warranty management plan all required actions and documents to assure that the Government receives all warranties to which it is entitled. The plan must be in narrative form and contain sufficient detail to render it suitable for use by future maintenance and repair personnel, whether tradesman, or of engineering background, not necessarily familiar with this contract. The term “status” as indicated below must include due date and whether item has been submitted or was approved. Warranty information made available during the construction phase must be submitted to the Contracting Officer for approval prior to each monthly invoice for payment. Assemble approved information in a binder and turn over to the Government upon acceptance of the work. The construction warranty period will begin on the date of the project acceptance and continue for the product warranty period. A joint 4 month and 9 month warranty inspection will be conducted, measured from time of acceptance, by the Contactor and the Contracting Officer. Include in the warranty management plan, but not limited to, the following:

1. Roles and responsibilities of all personnel associated with the warranty process, including points of contact and telephone numbers within the company of the Contractor, subcontractors, manufacturers or suppliers involved.

2. Furnish with each warranty the name, address and telephone number of each of the guarantor’s representatives nearest project location.

3. Listing and status of delivery of all Certificates of Warranty for extended warranty items, to include roofs, HVAC balancing, pumps, motors, 01 00 00 - 14 transformers and for all commissioned systems such as fire protection and alarm systems, sprinkler systems and lightning protection systems, etc.

4. A list for each warranted equipment item, feature of construction or system indicating:

a. Name of item.

b. Model and serial numbers.

c. Location where installed.

d. Name and phone numbers of manufacturers and suppliers.

e. Name and phone numbers of manufacturers or suppliers.

f. Names, addresses and phone numbers of sources of spare parts.

g. Warranties and terms of warranty. Include one-year overall warranty of construction, including the starting date of warranty of construction. Items which have extended warranties must be indicated with separate warranty expiration dates.

h. Starting point and duration of warranty period.

i. Summary of maintenance procedures required to continue the warranty in force.

j. Cross-reference to specific pertinent Operation and Maintenance manuals.

k. Organizations, names and phone numbers of persons to call for warranty service.

l. Typical response time and repair time expected for various warranted equipment.

5. The plans for attendance at the 4 and 9-month post construction warranty inspections conducted by the government.

6. Procedure and status of tagging of all equipment covered by extended warranties.

7. Copies of instructions to be posted near selected pieces of equipment where operation is critical for warranty and/or safety reasons.

B. Performance Bond: The Performance Bond must remain effective throughout the construction period and warranty period.

1. In the event the Contractor fails to commence and diligently pursue any construction warranty work required, the Contracting Officer will have the work performed by others, and after completion of the work, will charge the remaining construction warranty funds of expenses incurred by the Government while performing the work, including, but not limited to administrative expenses.

2. In the event sufficient funds are not available to cover the construction warranty work performed by the Government at the contractor’s expenses, the Contracting Officer will have the right to recoup expenses from the bonding company.

3. Following oral or written notification of required construction warranty repair work, the Contractor shall respond in a timely manner.

Written verification will follow oral instructions. Failure to respond

01 00 00 - 15 will be cause for the Contracting Officer to proceed against the Contractor.

C. Pre-Warranty Conference: Prior to contract completion, and at a time designated by the Contracting Officer, the Contractor shall meet with the Contracting Officer to develop a mutual understanding with respect to the requirements of this section. Communication procedures for Contractor notification of construction warranty defects, priorities with respect to the type of defect, reasonable time required for Contractor response, and other details deemed necessary by the Contracting Officer for the execution of the construction warranty will be established/ reviewed at this meeting. In connection with these requirements and at the time of the Contractor’s quality control completion inspection, furnish the name, telephone number and address of a licensed and bonded company which is authorized to initiate and pursue construction warranty work action on behalf of the Contractor. This point of contract will be located within the local service area of the warranted construction, be continuously available and be responsive to Government inquiry on warranty work action and status. This requirement does not relieve the Contractor of any of its responsibilities in conjunction with other portions of this provision.

D. Contractor’s Response to Construction Warranty Service Requirements:

Following oral or written notification by the Contracting Officer, the Contractor shall respond to construction warranty service requirements in accordance with the “Construction Warranty Service Priority List” and the three categories of priorities listed below. Submit a report on any warranty item that has been repaired during the warranty period. Include within the report the cause of the problem, date reported, corrective action taken, and when the repair was completed. If the Contractor does not perform the construction warranty within the timeframe specified, the Government will perform the work and back charge the construction warranty payment item established.

1. First Priority Code 1. Perform onsite inspection to evaluate situation, and determine course of action within 4 hours, initiate work within 6 hours and work continuously to completion or relief.

2. Second Priority Code 2. Perform onsite inspection to evaluate situation, and determine course of action within 8 hours, initiate work within 24 hours and work continuously to completion or relief.

3. Third Priority Code 3. All other work to be initiated within 3 work days and work continuously to completion or relief.

4. The “Construction Warranty Service Priority List” is as follows:

a. Code 1-Life Safety Systems

i. Fire suppression systems.

ii. Fire alarm system(s).

b. Code 1-Air Conditioning Systems

i. Air conditioning leak in part of the building, if causing damage.

ii. Air conditioning system not cooling properly.

c. Code 1 Doors

01 00 00 - 16

i. Overhead doors not operational, causing a security, fire or safety problem.

ii. Interior, exterior personnel doors or hardware, not functioning properly, causing security, fire or safety problem.

d. Code 3-Doors

i. Overhead doors not operational.

ii. Interior/exterior personnel doors or hardware not functioning properly.

e. Code 1-Electrical

i. Power failure…