18111 - DVAMC PETCT PM VOL 1 of 2.pdf

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Attached to
Y1DA--552-CSI-162: Site Prep for PET CT Federal contract opportunity
Solicitation number
36C25021B0001
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

This is a presolicitation notice for a construction project to prepare a site for a PET-CT replacement at the Dayton VA Medical Center. The project is set aside for Service-Disabled Veteran Owned Small Businesses and has a value between $1-5 million. Interested offerors should register at SAM.gov by November 9th to receive the full solicitation, which will include specifications, drawings, and response due date approximately 30 days later. The construction NAICS code is 236220 with a $39.5 million small business size standard. The SDVOSB prime or sub must perform at least 25% of construction work. Bid, payment and performance bonds will be required, and one site visit will be scheduled. Questions may be emailed by the deadline, and amendments will be posted at SAM.gov. Offerors should check the site regularly for any updates.

View the file

Other files for this federal contract opportunity

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Nu.+12+-+Site+Plan+Add+No+1.pdf PDF
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EL0.2+Add+1.pdf PDF
552-CSI-162 Site Visit Sign In.pdf PDF
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P R O J E C T M A N U A L

VA PROJ NO.: 552-CSI-162

CBLH PROJ. NO. : 18111

SEPTEMBER 16, 2020

VA DAYTON MEDICAL CENTER

BID & CONSTRUCTION (REVISED)

VOLUMNE 1 OF 2

SITE PREP FOR PET/CT

REPLACEMENT

02-01-20

00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

VHA MASTER SPECIFICATIONS

TABLE OF CONTENTS

Section 00 01 10

SECTION NO. DIVISION AND SECTION TITLES DATE

Volume 1 of 2

DIVISION 00 - SPECIAL SECTIONS

00 01 15 List of Drawing Sheets 05-20

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 General Requirements 12-18 01 32 16.15 Project Schedules (Small Projects – Des ign/Bid/Build) 02-15 01 33 23 Shop Drawings, Product Data, and Samples 05-17 01 35 26 Safety Requirements 02-20 01 42 19 Reference Standards 09-19 01 45 00 Quality Control 03-19 01 45 29 Testing Laboratory Services 11-18 01 45 35 Special Inspections 03-19 01 57 19 Temporary Environmental Controls 01-11 01 58 16 Temporary Interior Signage 07-15 01 74 19 Construction Waste Management 09-13 01 91 00 General Commissioning Requirements 10-15

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition 08-17

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 20 00 Unit Masonry 08-17 04 72 10 Thin Calcium Silicate Units CBLH

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 05 40 00 Cold-Formed Metal Framing 05-16 05 50 00 Metal Fabrications 08-18

00 01 10-2

SECTION NO. DIVISION AND SECTION TITLES DATE

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 14 16 Cold Fluid Applied Waterproofing CBLH 07 21 13 Thermal Insulation 10-17 07 22 00 Roof and Deck Insulation 02-16 07 25 00 Weather Barrier CBLH 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 71 00 Roof Specialties 10-15 07 81 00 Applied Fireproofing 10-17 07 84 00 Firestopping 02-16 07 92 00 Joint Sealants 10-17 07 95 13 Expansion Joint Cover Assemblies 02-16

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames CBLH 08 14 00 Interior Wood Doors 02-16 08 31 13 Access Doors and Frames 02-16 08 34 49 Radiation Shielding Doors and Frames CBLH 08 41 13 Aluminum Storefront 08-16 08 71 00 Door Hardware CBLH 08 80 00 Glazing 10-15 08 88 10 Fire Rated Glass and Framing CBLH

DIVISION 09 – FINISHES

09 06 00 Schedule for Finishes 04-15 09 22 16 Non-Structural Metal Framing 06-18 09 29 00 Gypsum Board 06-18 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 16 Resilient Sheet Flooring 05-18 09 65 19 Resilient Tile Flooring 05-18 09 91 00 Painting 01-16

DIVISION 10 – SPECIALTIES

10 14 00 Signage 10-15

10 21 23 Cubicle Curtain Tracks 05-15 10 26 00 Wall and Door Protection 10-15 10 28 00 Toilet, Bath, and Laundry Accessories 02-1 6 10 44 13 Fire Extinguisher Cabinets 08-18

00 01 10-3

SECTION NO. DIVISION AND SECTION TITLES DATE

DIVISION 11 – EQUIPMENT

11 73 00 Ceiling Mounted Patient Lift System 01-17

DIVISION 12 – FURNISHINGS

12 36 61.16 Solid Surface Countertops CBLH

DIVISION 13 - SPECIAL CONSTRUCTION

13 49 00 Radiation Protection 02-16 Shielding Report AMP

DIVISION 14– CONVEYING EQUIPEMENT (NOT USED)

Volume 2 of 2

DIVISION 21- FIRE SUPPRESSION

21 13 13 Wet-Pipe Sprinkler Systems 06-15

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing 07-16 22 05 23 General-Duty Valves for Plumbing Piping 09 -15 22 07 11 Plumbing Insulation 09-19 22 11 00 Facility Water Distribution 11-19 22 13 00 Facility Sanitary and Vent Piping 09-15 22 14 00 Facility Storm Drainage 09-15 22 40 00 Plumbing Fixtures 09-15 22 62 00 Vacuum Systems for Laboratory and Healthca re Facilities 09-15 22 63 00 Gas Systems for Laboratory and Healthcare Facilities 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 St eam

Generation Equipment 02-20

23 05 41 Noise and Vibration Control for HVAC Pipin g 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 22 13 Steam and Condensate Heating Piping 02-20 23 22 23 Steam Condensate Pumps 08-17 23 23 00 Refrigerant Piping 02-20 23 31 00 HVAC Ducts and Casings 02-20 23 37 00 Air Outlets and Inlets 02-20

00 01 10-4

SECTION NO. DIVISION AND SECTION TITLES DATE

23 81 00 Decentralized Unitary HVAC Equipment 03-20 23 81 23 Computer-Room Air-Conditioners 04-11 23 82 00 Convection Heating and Cooling Units 04-11 23 82 16 Air Coils 04-11

DIVISION 25 – INTEGRATED AUTOMATION (NOT USED)

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 01-16 26 05 19 Low-Voltage Electrical Power Conductors an d Cables 01-17 26 05 26 Grounding and Bonding for Electrical Syste ms 01-17 26 05 33 Raceway and Boxes for Electrical Systems 0 1-18 26 08 00 Commissioning of Electrical Systems 11-16 26 09 23 Lighting Controls 01-18 26 24 16 Panelboards 01-18 26 27 26 Wiring Devices 01-18 26 29 11 Motor Controllers 01-18 26 29 21 Enclosed Switches and Circuit Breakers 01- 17 26 41 00 Facility Lighting Protection 01-18 26 51 00 Interior Lighting 01-18 26 56 00 Exterior Lighting 01-18

DIVISION 27 – COMMUNICATIONS

27 05 11 Requirements for Communications Installati ons 09-19 27 05 26 Grounding and Bonding for Communications S ystems 06-15 27 05 33 Raceways and Boxes for Communications Syst ems 10-18 27 10 00 Control, Communication and Signal Wiring 0 6-15 27 15 00 Communications Structured Cabling 01-16 27 51 16 Public Address and Mass Notifications 10-1 8 27 52 23 Nurse Call and Code Blue Systems 10-18

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 Safet y and

Security 10-18

28 05 26 Grounding and Bonding for Electronic Safet y and Security

09-11

28 05 28.33 Conduits and Backboxes for Electronic S afety and Security

09-11

28 13 00 Physical Access Control System 10-11 28 13 16 Physical Access Control System and Databas e Management 09-11 28 31 00 Fire Detection and Alarm 10-11

DIVISION 31 – EARTHWORK

31 20 11 Earthwork (Short Form) 10-12 31 63 26 Drilled Caissons 10-12

00 01 10-5

SECTION NO. DIVISION AND SECTION TITLES DATE

DIVISION 32 – EXTERIOR IMPROVEMENTS (NOT USED)

32 05 23 Cement and Concrete for Exterior Improveme nts 08-16

DIVISION 33 – UTILITIES

33 30 00 Sanitary Sewer Utilities 06-13 33 40 00 Storm Sewer Utilities 12-17

DIVISION 34 – TRANSPORTATION (NOT USED)

DIVISION 48 – Electrical Power Generation (NOT USED )

VA PROJECT NO. 552-CSI-162 05-01-20

CBLH PRJOECT NO. 18111

SITE PREP FOR PET/CT REPLACEMENT - DAYTON VA MEDICA L CENTER – BID & CONSTRUCTION

00 01 15 - 1

SECTION 00 01 15

LIST OF DRAWING SHEETS

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

Drawing No. Title

GENERAL

GI-100 COVER

GI-101 ABBREVIATIONS, LEGEND AND SYMBOLS

GI-102 OVERALL FIRST FLOOR PLAN

GI-103 FIRST FLOOR LIFE SAFETY PLAN

GI-110 FIRE STOPPING DETAILS

GI-111 FIRE STOPPING DETAILS

GI-112 FIRE STOPPING DETAILS

GI-113 FIRE STOPPING DETAILS

GI-114 FIRE STOPPING DETAILS

GI-115 FIRE STOPPING DETAILS

CIVIL

1 OF 2 TOPOGRAPHIC SURVEY (FOR REFERENCE ONLY)

2 OF 2 TOPOGRAPHIC SURVEY (FOR REFERENCE ONLY)

C-1.0 SITE PREPARATION & SITE PLAN

C-2.0 SITE NOTES

C-3.0 SITE DETAILS

ARCHITECTURE

AD-200 FIRST FLOOR DEMOLITION PLAN – PHASE I

AD-201 FIRST FLOOR DEMOLITION PLAN – PHASE II

AD-202 FIRST FLOOR DEMOLITION SECTION – PHASE II

AD-203 FIRST FLOOR DEMOLITION PLAN – PHASE III (DED UCT ALTERNATE #4)

AS-200 ARCHITECTURAL SITE PLAN

AS-301 FIRST FLOOR PLAN – PHASE I

AS-302 FIRST FLOOR PLAN – PHASE II

AS-303 FIRST FLOOR PLAN – PHASE III (DEDUCT ALTERNA TE #4)

AS-304 FIRST FLOOR FINISH PLAN

AS-305 FIRST FLOOR PLAN – LEAD SHIELDING

AS-310 FIRST FLOOR EQUIPMENT PLAN – PHASE I

AS-311 FIRST FLOOR EQUIPMENT PLAN – PHASE II

AS-320 ROOF PLAN

AS-321 ROOF PLAN (DEDUCT ALTERNATE #2)

AS-322 ENLARGED CANOPY PLAN AND DETAILS

AS-400 EXTERIOR ELEVATIONS

AS-500 BUILDING SECTIONS

AS-510 WALL SECTIONS

AS-511 WALL SECTIONS

AS-520 DETAILS

AS-521 DETAILS

AS-522 DETAILS

AS-700 INTERIOR ELEVATIONS – PHASE I

AS-701 INTERIOR ELEVATIONS – PHASE I

AS-702 INTERIOR ELEVATIONS – PHASE I

AS-720 INTERIOR ELEVATIONS – PHASE II

AS-730 INTERIOR ELEVATIONS – PHASE III (DEDUCT ALTE RNATE #4)

AS-800 MILLWORK SECTIONS

AS-901 FIRST FLOOR REFLECTED CEILING PLAN – PHASE I

AS-902 FIRST FLOOR REFLECTED CEILING PLAN – PHASE I I

00 01 15 - 2

AS-903 FIRST FLOOR REFLECTED CEILING PLAN – PHASE I II (DEDUCT

ALTERANTE #4)

AS-1000 PARTITION TYPES

AS-1001 DOOR & WINDOW SCHEDULES AND DETAILS

AS-1002 INTERIOR SIGNAGE

STRUCTURAL

SS-001 GENERAL NOTES

SS-002 GENERAL NOTES

SS-003 GENERAL NOTES

SS-100 FOUNDATION PLAN

SS-100A FOUNDATION PLAN PHASE II

SS-101 ROOF FRAMING PLAN

SS-200 FOUNDATION SECTIONS & DETAILS

SS-201 FOUNDATION SECTIONS & DETAILS

SS-202 FOUNDATION SECTIONS & DETAILS

SS-203 FOUNDATION SECTIONS & DETAILS

SS-300 COLD FORMED SECTION & DETAILS

SS-400 ROOF FRAMING SECDITONS & DETAILS

SS-401 FRAMING SECTION & DETAILS

FIRE PROTECTION

FA0.1 FIRE SUPRESSION GENERAL NOTES, SYMBOL LEGEND AND DETAILS

FA1.1 NEW WORK - FIRST FLOOR PLAN - FIRE SUPPRESSIO N (PHASE 1)

FA2.1 NEW WORK – FIRST FLOOR PLAN – FIRE SUPPRESSIO N (PHASE 2)

FA3.1 NEW WORK – FIRST FLOOR PLAN – FIRE SUPPRESSIO N (PHASE 3)

MECHANICAL

MH0.1 HVAC GENERAL NOTES AND SYMBOL LEGEND

MH1.1 NEW WORK – BASEMENT FLOOR PLAN – HVAC (PIPING )(PHASE 1)

MH1.2 NEW WORK – FIRST FLOOR PLAN – HVAC (DUCTWORK) (PHASE 1)

MH1.3 NEW WORK – FIRST FLOOR PLAN – HVAC (PIPING)(P HASE 1)

MH1.4 NEW WORK – ROOF PLAN – HVAC (PHASE 1)

MH2.1 DEMOLITION – FIRST FLOOR PLAN – HVAC (PHASE 2 )

MH2.2 NEW WORK – FIRST FLOOR PLAN – HVAC (PHASE 2)

MH3.1 DEMOLITION – FIRST FLOOR PLAN – HVAC (PHASE 3 )

MH3.2 NEW WORK – FIRST FLOOR PLAN – HVAC (PHASE 3)

MH4.1 DETAILS - HVAC

MH4.2 DETAILS - HVAC

MH5.1 TEMPERATURE CONTROLS - HVAC

MH6.1 SCHEDULES – HVAC

PLUMBING

PL0.1 PLUMBING GENERAL NOTES AND SYMBOL LEGEND

PL1.1 DEMOLITION – FIRST FLOOR PLAN – SANITARY/VENT (PHASE 1)

PL1.2 DEMOLITION – FIRST FLOOR PLAN – WATER AND MED GAS (PHASE 1)

PL1.3 NEW WORK - FIRST FLOOR PLAN - SANITARY/VENT ( PHASE 1)

PL1.4 NEW WORK - FIRST FLOOR PLAN - WATER AND MED G AS (PHASE 1)

PL1.5 NEW WORK – ROOF PLAN – PLUMBING (PHASE 1)

PL2.1 DEMOLITION – FIRST FLOOR PLAN – SANITARY/VENT (PHASE 2)

PL2.2 DEMOLITION – FIRST FLOOR PLAN – WATER AND MED GAS (PHASE 2)

PL2.3 NEW WORK – BASEMENT FLOOR PLAN – WATER AND MED GAS (PHASE 2)

PL2.4 NEW WORK – FIRST FLOOR PLAN – SANITARY/VENT ( PHASE 2)

PL2.5 NEW WORK – FIRST FLOOR PLAN – WATER AND MED G AS (PHASE 2)

PL3.1 DETAILS - PLUMBING

00 01 15 - 3

ELECTRICAL

EL0.1 ELECTRICAL GENREAL NOTES AND SYMBOL LEGEND

EL0.2 LIGHTING FIXTURE SCHEDULE AND DETAILS

ES.1 ELECTRICAL SITE PLAN

EL1.1 LIGHTING - PARTIAL FIRST FLOOR PLAN – ELECTRI CAL (PHASE 1)

EL1.2A POWER – PARTIAL BASEMENT FLOOR PLAN - ELECTR ICAL

EL1.2B POWER – PARTIAL FIRST FLOOR PLAN – ELECTRICA L (PHASE 1)

EL1.3 POWER – ROOF PLAN – ELECTRICAL (PHASE 1)

EL1.4 SYSTEMS – PARTIAL FIRST FLOOR PLAN – ELECTRIC AL (PHASE 1)

EL1.4B SYSTEMS – PARTIAL FIRST FLOOR PLAN – ELECTRI CAL (PHASE 1)

EL2.0 DEMOLITION – FIRST FLOOR PLAN – ELECTRICAL (P HASE 2)

EL2.1 LIGHTING – PARTIAL FIRST FLOOR PLAN – ELECTRI CAL (PHASE 2)

EL2.2 POWER - PARTIAL FIRST FLOOR PLAN – ELECTRICAL (PHASE 2)

EL2.3 SYSTEMS – PARTIAL FIRST FLOOR PLAN – ELECTRIC AL (PHASE 2)

EL3.1 DEMOLITION – FIRST FLOOR PLAN – ELECTRICAL (P HASE 3)

EL3.2 LIGHTING – PARTIAL FIRST FLOOR PLAN – ELECTRI CAL (PHASE 3)

EL3.3 POWER – PARTIAL FIRST FLOOR PLAN – ELECTRICAL (PHASE 3)

EL3.4 SYSTEMS – PARTIAL FIRST FLOOR PLAN – ELECTRIC AL (PHASE 3)

EL4.0 PANELBOARD SCHEDULES

EL4.1 ONE LINE DIAGRAM

EL4.2 ELECTRICAL DETAILS

EL4.3 ELECTRICAL DETAILS

EL5.0 DAYTON VAMC GE REFERENCE DRAWINGS

FOR REFERENCE ONLY

GE-101 GE HEALTHCARE DRAWINGS

GE-102 GE HEALTHCARE DRAWINGS

GE-103 GE HEALTHCARE DRAWINGS

GE-104 GE HEALTHCARE DRAWINGS

GE-105 GE HEALTHCARE DRAWINGS

- - - E N D - - -

VA PROJECT NO. 552-CSI-162

CBLH PROJECT NO. 18111

12-01-18

SITE PREP FOR PET/CT REPLACEMENT - DAYTON VA MEDICAL CENTER –

BID & CONSTRUCTION

i

SECTION 01 00 00

GENERAL REQUIREMENTS

TABLE OF CONTENTS

1.1 SAFETY REQUIREMENTS

1.2 GENERAL INTENTION

1.3 STATEMENT OF BID ITEM(S)

1.4 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

1.5 CONSTRUCTION SECURITY REQUIREMENTS

1.6 OPERATIONS AND STORAGE AREAS

1.7 ALTERATIONS

1.8 DISPOSAL AND RETENTION

1.9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,

UTILITIES, AND IMPROVEMENTS

1.10 RESTORATION

1.11 PHYSICAL DATA

1.12 PROFESSIONAL SURVEYING SERVICES

1.13 LAYOUT OF WORK

1.14 AS-BUILT DRAWINGS

1.15 WARRANTY MANAGEMENT

1.16 USE OF ROADWAYS

1.18 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT

1.21 TEMPORARY TOILETS

1.22 AVAILABILITY AND USE OF UTILITY SERVICES

1.23 NEW TELEPHONE EQUIPMENT

1.24 TESTS

1.25 INSTRUCTIONS

1.26 GOVERNMENT-FURNISHED PROPERTY

1.29 CONSTRUCTION SIGN

1.30 SAFETY SIGN

1.31 PHOTOGRAPHIC DOCUMENTATION

VA PROJECT NO. CSI-162

01 00 00 -1

SECTION 01 00 00

GENERAL REQUIREMENTS

1.1 SAFETY REQUIREMENTS

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

1.2 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 VA Project #552-CSI-162, Building 330 Dayton Medical Center, Site Prep for PET/CT Replacement as required by drawings and specifications.

B. Visits to the site by Bidders may be made only by appointment with the

Medical Center Contracting Officer’s representative.

C. Offices of CBLH Design, 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. Before placement and installation of work subject to tests by testing laboratory retained by Department of Veterans Affairs, the Contractor shall notify the COR in sufficient time to enable testing laboratory personnel to be present at the site in time for proper taking and testing of specimens and field inspection. Such prior notice shall be not less than three work days unless otherwise designated by the COR .

E. All employees of general contractor and subcontractors shall comply with VA security management program and obtain permission of the VA police, be identified by project and employer, and restricted from unauthorized access.

1.3 STATEMENT OF BID ITEM(S)

A. ITEM I, Base Bid: Work includes general construction, alterations, roads, walks, grading, drainage, roofing, roof patching, mechanical and electrical, necessary removal of existing structures and construction

01 00 00 -2 and certain other items and interior finishes shown on the drawings and within specifications. It is the intent of the government that award will be made on the Base Bid, however should the bids for the Base Bid exceed the funds available, award may be made on any one of the following deduct alternate items, in descending order of priority.

Total project duration 245 days.

B. Item II, Alternate #1: All work in Item I, except remove windows in

Equipment Room, A103 and Toilet Rooms, A104, and A105. Infill openings with same materials as adjacent surface, manufactured stone veneer.

Total project duration 245 days.

C. Item III, Alternate #2: All work in Item I except remove work specified in Item II, and remove roof top screen wall and associated work as indicated on drawings and specifications. Total project duration 245 days.

D. Item IV, Alternate #3: All work in Item I except remove work specified in Item II, and III, and remove full size canopy and associated work and provide smaller canopy as indicated on drawings and specifications.

Total project duration 245 days.

E. Item V, Alternate #4: All work in Item I, except remove work specified in Item II, III and IV, and remove renovation of interior finishes of phase III, including demolition items. Total project duration 217 days.

1.4 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

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

1.5 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:

01 00 00 -3

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.

2. Before starting work the General Contractor shall give one week’s notice to the Contracting Officer so that security arrangements can be provided for the employees. This notice is separate from any notices required for utility shutdown described later in this section.

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.

D. Key Control:

1. 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 including tool boxes and parked machines and take any emergency action.

2. The General Contractor shall turn over all permanent lock cylinders to the VA locksmith for permanent installation. See Section 08 71

00, DOOR HARDWARE and coordinate.

E. Document Control:

1. Before starting any work, the General Contractor/Sub Contractors shall submit an electronic security memorandum describing the approach to following goals and maintaining confidentiality of

“sensitive information”.

2. The General Contractor is responsible for safekeeping of all drawings, project manual and other project information. This information shall be shared only with those with a specific need to accomplish the project.

3. Certain documents, sketches, videos or photographs and drawings may be marked “Law Enforcement Sensitive” or “Sensitive Unclassified”.

Secure such information in separate containers and limit the access to only those who will need it for the project. Return the information to the Contracting Officer upon request.

01 00 00 -4

4. These security documents shall not be removed or transmitted from the project site without the written approval of Contracting

Officer.

5. All paper waste or electronic media such as CD’s and diskettes shall be shredded and destroyed in a manner acceptable to the VA.

6. Notify Contracting Officer and Site Security Officer immediately when there is a loss or compromise of “sensitive information”.

7. All electronic information shall be stored in specified location following VA standards and procedures using an Engineering Document

Management Software (EDMS).

a. Security, access and maintenance of all project drawings, both scanned and electronic shall be performed and tracked through the

EDMS system.

b. “Sensitive information” including drawings and other documents may be attached to e-mail provided all VA encryption procedures are followed.

F. Motor Vehicle Restrictions

1. Vehicle authorization request shall be required for any vehicle entering the site and such request shall be submitted 24 hours before the date and time of access. Access shall be restricted to picking up and dropping off materials and supplies.

2. A limited number of (2 to 5) permits shall be issued for General

Contractor and its employees for parking in designated areas only.

1.6 OPERATIONS AND STORAGE AREAS

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

01 00 00 -5 completion of the work. With the written consent of the Contracting

Officer, the buildings and utilities may be abandoned and need not be removed.

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, or roads.

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

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

F. Execute work in such a manner as to interfere as little as possible with work being done by others. Keep roads clear of construction materials, debris, standing construction equipment and vehicles at all times.

G. 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 the 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. Areas required to remain in operation.

01 00 00 -6

3. Where access by 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.

H. Utilities Services: Where necessary to cut existing pipes, electrical wires, conduits, cables, etc., of utility services, or of fire protection systems or communications systems (except telephone), they shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by COR. All such actions shall be coordinated with the COR or Utility Company involved:

1. Whenever it is required that a connection fee be paid to a public utility provider for new permanent service to the construction project, for such items as water, sewer, electricity, gas or steam, payment of such fee shall be the responsibility of the Government and not the Contractor.

I. Construction Fence: Before construction operations begin, Contractor shall provide a chain link construction fence, 2.1m (seven feet) minimum height, around the construction area indicated on the drawings. Provide gates as required for access with necessary hardware, including hasps and padlocks. 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. Remove the fence when directed by the 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 for pre-inspection of site with Fire Department or Company (Department of Veterans Affairs or municipal) whichever will be required to respond to an alarm from

Contractor's employee or watchman.

01 00 00 -7

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 the 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 the 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 and 28 05 00, COMMON WORK RESULTS FOR

ELECTRONIC SAFETY AND SECURITY for additional requirements.

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. Whenever it is required that a connection fee be paid to a public utility provider for new permanent service to the construction

01 00 00 -8 project, for such items as water, sewer, electricity, gas or steam, payment of such fee shall be the responsibility of the Government and not the Contractor.

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.

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.

1.7 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 building.

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.

01 00 00 -9

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 the COR.

B. Any items required by drawings to be either reused or relocated or both, found during this survey to be nonexistent, or in opinion of the

COR and/or Supply Representative, 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 the 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:

1. 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

01 00 00 -10 protected prior to starting work, and this protection shall be maintained intact until all work in the area is completed.

1.8 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 identified by attached tags 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 to re-installation and reuse. Store such items where directed by COR.

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. When rooms and spaces are vacated by the Department of Veterans Affairs during the alteration period, such items which are NOT required by drawings and specifications to be either relocated or reused will be removed by the Government in advance of work to avoid interfering with Contractor's operation.

1.9 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

01 00 00 -11 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.

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.

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.

01 00 00 -12

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.

(FAR 52.236-4)

B. Subsurface conditions have been developed by core borings and test pits. Logs of subsurface exploration are shown diagrammatically on drawings.

C. A copy of the soil report will be made available for inspection by bidders upon request to the Engineering Officer at the VA Medical

Center and shall be considered part of the contract documents.

D. 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 PROFESSIONAL SURVEYING SERVICES

A. A registered professional land surveyor or registered civil engineer whose services are retained and paid for by the Contractor shall perform services specified herein and in other specification sections.

The Contractor shall certify that the land surveyor or civil engineer is not one who is a regular employee of the Contractor, and that the land surveyor or civil engineer has no financial interest in this contract.

1.13 LAYOUT OF WORK

A. The Contractor shall lay out the work from Government established base lines and bench marks, indicated on the drawings, and shall be

01 00 00 -13 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. The Contractor shall be responsible for executing the work to the lines and grades that may be established or indicated by the Contracting Officer. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the Contracting Officer until authorized to remove them.

If such marks are destroyed by the Contractor or through Contractor's negligence before their removal is authorized, the Contracting Officer may replace them and deduct the expense of the replacement from any amounts due or to become due to the Contractor.

(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, roads, are in accordance with lines and elevations shown on contract drawings.

C. Following completion of general mass excavation and before any other permanent work is performed, establish and plainly mark (through use of appropriate batter boards or other means) sufficient additional survey control points or system of points as may be necessary to assure proper alignment, orientation, and grade of all major features of work. Survey shall include, but not be limited to, location of lines and grades of footings, exterior walls, center lines of columns in both directions, major utilities and elevations of floor slabs:

1. Such additional survey control points or system of points thus established shall be checked and certified by a registered land surveyor or registered civil engineer. Furnish such certification to the COR before any work (such as footings, floor slabs, columns, walls, utilities and other major controlling features) is placed.

D. During progress of work, and particularly as work progresses from floor to floor, Contractor shall have line grades and plumbness of all major form work checked and certified by a registered land surveyor or registered civil engineer as meeting requirements of contract drawings.

01 00 00 -14

Furnish such certification to the COR before any major items of concrete work are placed. In addition, the Contractor shall also furnish to the COR certificates from a registered land surveyor or registered civil engineer that the following work is complete in every respect as required by contract drawings.

1. Lines of each building and/or addition.

2. Elevations of bottoms of footings and tops of floors of each building and/or addition.

3. Lines and elevations of sewers and of all outside distribution systems.

4. Lines of elevations of all swales and interment areas.

5. Lines and elevations of roads, streets and parking lots.

E. Whenever changes from contract drawings are made in line or grading requiring certificates, record such changes on a reproducible drawing bearing the registered land surveyor or registered civil engineer seal, and forward these drawings upon completion of work to the COR.

F. Upon completion of the work, the Contractor shall furnish the COR one electronic copy and reproducible drawings at the scale of the contract drawings, showing the finished grade on the grid developed for constructing the work, including burial monuments and fifty foot stationing along new road centerlines. These drawings shall bear the seal of the registered land surveyor or registered civil engineer.

G. The Contractor shall perform the surveying and layout work of this and other articles and specifications in accordance with the provisions of

Article "Professional Surveying Services".

1.14 AS-BUILT DRAWINGS

A. The contractor shall maintain two 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 ofas-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.

01 00 00 -15

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

1.15 WARRANTY MANAGEMENT

A. Warranty Management Plan: Develop a warranty management plan which contains information relevant to FAR 52.246-21 Warranty of Construction in at least 30 days before the planned pre-warranty conference, submit four sets 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, 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.

01 00 00 -16

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.

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

01 00 00 -17 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 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.

01 00 00 -18

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:

Code 1-Life Safety Systems

a. Fire suppression systems.

b. Fire alarm system(s).

Code 1-Air Conditioning Systems

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

b. Air conditioning system not cooling properly.

Code 1 Doors

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

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

Code 3-Doors

a. Overhead doors not operational.

b. Interior/exterior personnel doors or…

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