36C10F19R0086-036.pdf

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Replace Boiler Plant and Steam Distribution System Federal contract opportunity
Solicitation number
36C10F19R0086
Issued by
Department of Veterans Affairs Office of Construction and Facilities Management

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This document is a sources sought notice issued by the Department of Veterans Affairs Office of Construction and Facilities Management. The agency is seeking general construction firms classified as 8(a), HUBZone, SDB, WOSB, SDVOSB, or VOSB for a design-bid-build contract to renovate an existing 8,000 square foot boiler plant and construct a 2,087 square foot addition. The project scope includes replacing underground high-pressure steam distribution and condensate return systems. The estimated value is between $10-20 million. Responses are requested by October 3, 2019 and must include company information, small business status certification, bonding capacity, and examples of relevant project experience. The notice states this is for market research only and does not constitute a solicitation.

36C10F19R0086 Alexandria Boiler Plant Final Bid Documents Submission Combined Specifications 191211.pdf

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Project No.: 502-14-102V

Specifications

For:

At:

Replace Boiler Plant and Steam Distribution System

Combined Specifications

Divisions 00 Through Reference Documents

June 14, 2019

Department of Veterans Affairs

Alexandria VA Health Care System

Pineville, LA

Issue: Final Submission

Property of Department of Veterans Affairs

A/E Replace Boiler Plant & Steam Distribution System

CIVIL ENGINEER:

Thomas C. David, Jr. PE

Pan American Engineers, LLC

1717 Jackson St.

Alexandria, LA 71301

Phone: 318-473-2100

- - E N D - - -

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 11-15

01 32 16.15 Project Schedules (Small Projects – Design/Bid/Build) 04-13

01 33 23 Shop Drawings, Product Data, and Samples 07-15

01 35 26 Safety Requirements 09-16

01 42 19 Reference Standards 05-16

01 45 29 Testing Laboratory Services 06-16

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 91 00 General Commissioning Requirements 10-15

DIVISION 02 – EXISTING CONDITIONS

02 21 13 Site Surveys 08-16

02 41 00 Demolition 02-15

02 65 00 Underground Storage Tank Removal 08-16

02 82 11 Traditional Asbestos Abatement

02 82 13.19 Asbestos Floor Tile and Mastic Abatement 09-15

02 83 33.13 Lead-Based Paint Removal and Disposal 08-16

DIVISION 03 – CONCRETE

03 30 00 Cast-in-Place Concrete 12-15

DIVISION 04 – MASONRY

04 05 13 Masonry Mortaring 02-16

04 05 16 Masonry Grouting 02-16

04 20 00 Unit Masonry 02-16

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 02-16

05 21 00 Steel Joist Framing 03-10

05 31 00 Steel Decking 02-16

05 40 00 Cold-Formed Metal Framing

05 50 00 Metal Fabrications 07-14

05 51 00 Metal Stairs 10-15

00 01 10-2

DIVISION 06 – WOOD,PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry 10-15

06 20 00 Finish Carpentry 08-16

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 13 00 Sheet Waterproofing 04-13

07 21 13 Thermal Insulation 02-16

07 21 19 Foamed-In-Place Insulation

07 22 00 Roof and Deck Insulation 02-16

07 24 00 Exterior Insulation and Finish Systems 02-16

07 32 13 Clay Roof Tiles 02-16

07 40 00 Roofing Panels

07 54 19 Polyvinyl-Chloride (PVC) Roofing 02-16

07 60 00 Flashing and Sheet Metal 07-14

07 71 00 Roof Specialties 10-15

07 72 00 Roof Accessories 10-15

07 84 00 Firestopping 02-16

07 92 00 Joint Sealants 10-15

07 95 13 Expansion Joint Cover Assemblies 02-16

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 08-16

08 14 00 Interior Wood Doors 02-16

08 17 10 Integrated Door Assemblies 02-16

08 33 00 Coiling Doors and Grilles 02-16

08 52 13 Aluminum-Clad Wood Double-Hung Windows 02-16

08 56 53 Blast Resistant Windows 02-16

08 71 00 Door Hardware 01-16

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 05-16

09 24 00 Portland Cement Plastering 10-15

09 29 00 Gypsum Board 11-14

09 30 13 Ceramic/Porcelain Tiling 09-15

09 51 00 Acoustical Ceilings 08-16

09 65 13 Resilient Base and Accessories 02-16

09 65 19 Resilient Tile Flooring 12-15

09 67 23.20 Resinous Epoxy Base With Vinyl Chip Broadcast (RES 2) 07-14

09 91 00 Painting 01-16

DIVISION 10 – SPECIALTIES

10 14 00 Signage 10-15

00 01 10-3

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 08-14

DIVISION 11 – EQUIPMENT

11 05 12 General Motor Requirements for Equipment 11-11

11 12 00 Parking Control Equipment 02-16

DIVISION 12 – FURNISHINGS

12 24 00 Window Shades 09-15

12 36 00 Countertops 12-15

DIVISION 13 - SPECIAL CONSTRUCTION

DIVISION 14– CONVEYING EQUIPEMENT

DIVISION 21- FIRE SUPPRESSION

21 08 00 Commissioning of Fire Suppression System 05-15

21 13 13 Wet-Pipe Sprinkler Systems 06-15

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 09-15

22 08 00 Commissioning of Plumbing Systems 06-13

22 11 00 Facility Water Distribution 09-15

22 11 23 Domestic Water Pumps

22 13 00 Facility Sanitary and Vent Piping 09-15

22 13 23 Sanitary Waste Interceptors 09-15

22 15 00 General Service Compressed-Air Systems 09-15

22 33 00 Electric Domestic Water Heaters 09-15

22 40 00 Plumbing Fixtures 09-15

DIVISION 23 – HEATING, VENTILATING, AND AIR

CONDITIONING (HVAC)

23 05 10 Common Work Results for Boiler Plant and Steam

Generation

02-15

23 05 11 Common Work Results for HVAC

23 05 12 General Motor Requirements for HVAC and Steam

Generation Equipment

11-10

23 05 41 Noise and Vibration Control for HVAC Piping and

Equipment

23 05 51 Noise and Vibration Control for Boiler Plant 02-15

00 01 10-4

23 05 93 Testing, Adjusting, and Balancing for HVAC 02-15

23 07 11 HVAC and Boiler Plant Insulation 02-15

23 08 00 Commissioning of HVAC Systems 06-13

23 08 11 Demonstrations and Tests for Boiler Plant 02-15

23 09 11 Instrumentation and Control for Boiler Plant 02-15

23 09 23 Direct-Digital Control System for HVAC 09-11

23 10 00 Facility Fuel Systems 02-15

23 11 23 Facility Natural-Gas Piping 02-15

23 21 11 Boiler Plant Piping Systems 02-15

23 22 23 Steam Condensate Pumps 02-15

23 23 00 Refrigerant Piping 02-15

23 31 00 HVAC Ducts and Casings 03-13

23 34 00 HVAC Fans 02-15

23 37 00 Air Outlets and Inlets 02-15

23 40 00 HVAC Air Cleaning Devices 02-12

23 50 11 Boiler Plant Mechanical Equipment 05-11

23 51 00 Breechings, Chimneys, and Stacks 05-11

23 52 39 Fire Tube Boilers

23 74 13 Outdoor Make-Up Air Units

23 81 00 Decentralized Unitary HVAC Equipment 02-11

23 82 16 Air Coils 04-11

DIVISION 25 – INTEGRATED AUTOMATION

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 01-16

26 05 13 Medium-Voltage Cables 12-12

26 05 19 Low-Voltage Electrical Power Conductors and Cables 07-13

26 05 26 Grounding and Bonding for Electrical Systems 12-12

26 05 33 Raceway and Boxes for Electrical Systems 05-14

26 05 41 Underground Electrical Construction 12-12

26 05 73 Overcurrent Protective Device Coordination Study 12-15

26 08 00 Commissioning of Electrical Systems 06-13

26 09 23 Lighting Controls 05-14

26 12 19 Pad-Mounted, Liquid-Filled, Medium-Voltage Transformers 12-15

26 13 29 Medium Voltage Pad-Mounted Switchgear

26 22 00 Low-Voltage Transformers 12-15

26 23 00 Low-Voltage Switchgear 12-12

26 24 16 Panelboards 05-14

26 27 26 Wiring Devices 01-16

26 29 11 Motor Controllers 08-14

26 29 21 Enclosed Switches and Circuit Breakers 12-12

26 32 13 Engine Generators 07-15

26 33 53 Static Uninterruptible Power Supply 12-12

26 36 23 Automatic Transfer Switches 12-12

26 41 00 Facility Lightning Protection 12-12

26 43 13 Surge Protective Device 12-12

26 51 00 Interior Lighting 08-14

26 56 00 Exterior Lighting 05-14

00 01 10-5

DIVISION 27 – COMMUNICATIONS

27 05 11 Requirements for Communications Installations 06-15

27 05 26 Grounding and Bonding for Communications Systems 06-15

27 05 33 Raceways and Boxes for Communications Systems 06-15

27 08 00 Commissioning of Communications Systems 06-15

27 10 00 Control, Communication and Signal Wiring 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 09-11

28 05 13 Conductors and Cables for Electronic Safety and

Security

09-11

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 06-13

28 13 00 Physical Access Control System 10-11

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 07-16

31 23 23.33 Flowable Fill 04-05

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 40 High Security Fences and Gates 08-16

32 90 00 Planting 08-16

DIVISION 33 – UTILITIES

33 08 00 Commissioning of Site Utility Systems 06-13

33 10 00 Water Utilities 01-14

33 30 00 Sanitary Sewer Utilities 06-13

33 40 00 Storm Sewer Utilities 10-11

33 63 00 Steam Energy Distribution 06-13

DIVISION 34 – TRANSPORTATION

DIVISION 48 – Electrical Power Generation

00 01 10-6

REFERENCE DOCUMENTS

VHA Boiler and Associated Plant Safety Device Testing

Manual

Geotechnical Report

Geotechnical Report Addendum #1

GPRS Report

Lead Based Paint Testing Report

Oil Tank Soils Analysis Report

Air Quality Study

Water Analysis

00 01 15 - 1

SECTION 00 01 15

LIST OF DRAWING SHEETS

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

Drawing No. Title

GENERAL

GI001 TITLE SHEET

GI002 EQUIPMENT MOUNTING LEGEND

GI003 ACCESSIBILITY LEGEND

GI101 FIRST FLOOR LIFE SAFTY PLAN

GI102 MEZZANINE LIFE SAFETY PLAN

GI501 PROJECT WIDE PARTITION TYPES AND STANDARD

DETAILS

GI701 PHASING PLAN - PHASE 1

GI702 PHASING PLANS – PHASE 2

GI901 PROJECT 3D VIEWS

HAZARDOUS

HA101 FIRST FLOOR HAZARADOUS MATERIAL ABATEMENT PLAN

HA102 MEZZANINE HAZARDOUS MATERIAL ABATEMENT PLAN

CIVIL

CU101 TOPOGRAPHICAL SURVEY

CU102 SUE SURVEY

CU103 SUE SURVEY

CU104 SUE SURVEY

CU105 COMBINED TOPOGRAPHICAL SURVEY / SUE SURVEY

CU106 DEMOLITION PLAN

CU107 SITE PLAN

CU108 GRADING AND DRAINING PLAN

CU109 UTILITY PLAN

CU110 SITE DETAILS

CU111 DRAINAGE DETAILS

CU112 UTILITY DETAILS

00 01 15 - 2

CU113 UTILITY DETAILS

CU114 EROSION CONTROL DETAILS

STRUCTURAL

SS001 STRUCTURAL GENERAL NOTES

SS002 STRUCTURAL GENERAL NOTES

SS003 TYPICAL SECTION & DETAILS

SS004 TYPICAL SECTION & DETAILS

SB101 FOUNDATION PLAN

SB501 FOUNDATION SECTION & DETAILS

SB502 FOUNDATION SECTIONS & DETAILS

SF101 MEZZANINE FRAMING PLAN

SF102 ROOF FRAMING PLAN

SF501 FRAMING SECTION & DETAILS

SF502 FRAMING SECTIONS & DETAILS

ARCHITECTURAL

AI001 ARCHITECTURAL ABBREVIATIONS

AI002 NOTES AND LEGENDS

AS100 ARCHITECUTRE SITE PLAN

AD101 FIRST FLOOR DEMOLITION PLAN – PHASE 1

AD102 FIRST FLOOR DEMOLITION - PHASE 2

AD103 MEZZANINE DEMOLITION PLAN – PHASE 2

AD104 ROOF DEMOLITION PLAN – PHASE 2

AE101 FIRST FLOOR PLAN – PHASE 1

AE101A FIRST FLOOR DIMENSION PLAN – PHASE 1

AE102 FIRST FLOOR PLAN – PHASE 2

AE102A FIRST FLOOR DIMENSION PLAN – PHASE 2

AE103 FIRST FLOOR PLAN – PHASE 2 (DRAIN PLAN)

AE104 MEZZANINE FLOOR PLAN – PHASE 2

AE111 FIRST FLOOR REFLECTED CEILING PLAN – PHASE 1

AE112 FIRST FLOOR REFLECTED CEILING PLAN – PHASE 2

AE151 ROOF PLAN – PHASE 1

AE152 ROOF PLAN – PHASE 2

AE201 EXTERIOR ELEVATIONS

00 01 15 - 3

AE301 BUILDING SECTIONS

AE401 ENLARGED PLAN AND ELEVATIONS

AE402 CASEWORK ELEVATIONS

AE501 WALL SECTIONS

AE502 WALL SECTIONS

AE503 ENLARGED DETAILS

AE504 STAIR ENLARGED PLANS AND SECTIONS

AE505 CASEWORK DETAILS

AE511 INTERIOR DETAILS

AE601 DOOR SCHEDULES & WINDOW LOUVER DETAILS

AE602 DOOR AND WINDOW DETAILS

AE701 MISCELLANEOUS DETAILS

INTERIORS

AF101 FIRST FLOOR FINISH PLAN – PHASE 1

AF102 FIRST FLOOR FINISH PLAN – PHASE 2

AF501 SIGNAGE TYPES

AF601 INTERIOR / EXTERIOR FINISH SCHEDULE

EQUIPMENT

QH101 FIRST FLOOR EQUIPMENT PLAN – PHASE 1

QH102 FIRST FLOOR EQUIPMENT PLAN – PHASE 2

QH601 EQUIPMENT SCHEDULES

FIRE ALARM

FA001 FIRE ALARM LEGEND, RISER, NOTES AND MATRIX

FA101 FIRST FLOOR PLAN – FIRE ALARM

FA102 MEZZANINE FLOOR PLAN – FIRE ALARM

FIRE PROTECTION

FX001 LEGENDS, ABBREVIATIONS AND GENERAL NOTES

FX101 FIRST FLOOR PLAN – FIRE PROTECTION – PHASE 1&2

FX102 MEZZANINE AND HIGH BAY AREA FLOOR PLAN – FIRE

PROTECTION

FX501 FIRE PROTECTION DETAILS

00 01 15 - 4

PLUMBING

PL001 LEGEND, SCHEDULES AND GENERAL NOTES

PD101 FIRST FLOOR PLAN – DEMOLITION – PHASE 2

PD102 MEZZANINE FLOOR PLAN – DEMOLITION – PHASE 2

PL101 FIRST FLOOR PLAN – WASTE – PHASE 1

PP101 FIRST FLOOR PLAN – SUPPLY – PHASE 1

PL102 FIRST FLOOR PLAN – WASTE – PHASE 2

PP102 FIRST FLOOR PLAN – SUPPLY – PHASE 2

PL103 MEZZANINE FLOOR PLAN – WASTE – PHASE 2

PP103 MEZZANINE FLOOR PLAN – SUPPLY – PHASE 2

PL104 ROOF PLAN - WASTE

PP501 PLUMBING DETAILS

PP601 WASTE RISER DIAGRAM

MECHANICAL

MG001 LEGEND, ABBREVIATIONS AND GENERAL NOTES

MS101 SITE PLAN

MS102A ENLARGED SITE PLAN PHASE 1 NEW WORK

MS102B ENLARGED SITE PLAN PHASE 2 NEW WORK

MD100A ENLARGED SITE PLAN PHASE 1 DEMOLITION

MD100B ENLARGED SITE PLAN PHASE 2 DEMOLITION

MD101A FIRST FLOOR DEMOLITION PLAN – PHASE 1

MD101B FIRST FLOOR DEMOLITION PLAN – PHASE 2

MD102 MEZZANINE DEMOLITION PLAN – PHASE 2

MD151 ROOF DEMOLITION PLAN

MP101A FIRST FLOOR PLAN – PHASE 1

MP101B FIRST FLOOR STEAM DISTRIBUTION PLAN – PHASE 2

MP101C FIRST FLOOR PIPING PLAN – PHASE 2 UNDER GRATING

MP102 MEZZANINE PLAN – PHASE 2

MP151 ROOF PLAN

MP301 SECTIONS

MP401 ENLARGED PLANS

MP402 ENLARGED PLANS

MP403 ENLARGED PLANS

00 01 15 - 5

MP404 ENLARGED PLANS

MP405 ENLARGED PLANS

MP501 DETAILS

MP502 DETAILS

MP503 DETAILS

MP504 DETAILS

MP601 SCHEDULES

MP602 SCHEDULES

MP701 STEAM BOILER PLANT PIPING DIAGRAM

MP702 FLOW DIAGRAMS

MP703 FLOW DIAGRAMS

MP704 SCADA SYSTEM ARCHITECTURE

MP705 BOILER SYSTEM CONTROLS

MP706 HVAC CONTROLS

ELECTRICAL

EI001 SYMBOL LEGEND, LIGHT FIXTURE SCHEDULE AND

GENERAL NOTES

ES101 SITE PLAN – ELECTRICAL DEMOLITION

ES102 SITE PLAN – ELECTRICAL

ES103 SITE PLAN – SYSTEMS

ES104 FIBER LOOP

ED101 FIRST FLOOR PLAN – DEMOLITION

ED102 MEZZANINE FLOOR PLAN – DEMOLITION

EL101 FIRST FLOOR PLAN – LIGHTING

EL102 MEZZANINE FLOOR PLAN – LIGHTING

EP101 FIRST FLOOR PLAN – POWER

EP102 MEZZANINE FLOOR PLAN – POWER

EP103 ROOF PLAN – LIGHTNING PROTECTION

EY101 FIRST FLOOR PLAN – SYSTEMS

EY102 MEZZANINE FLOOR PLAN - SYSTEMS

EP501 ELECTRICAL DETAILS

EP502 ELECTRICAL DETAILS

EP503 ELECTRICAL DETAILS

EP601 EXISTING ONE LINE DIAGRAM

00 01 15 - 6

EP602 ONE LINE DIAGRAM AND SWITCHGEAR ELEVATIONS

EP701 PANEL SCHEDULES

EP702 SCHEDULES

- - - END - - -

Pineville, LA

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 to provide a new and renovated facility to house three new boilers with related equipment and support spaces in order to improve the efficiency of the medical center’s boiler plant facility. The new/renovated boiler plant includes a boiler room with access to an equipment mezzanine and pit, chemical feed room with water testing area, control room, general storage, and electrical equipment areas. The Control Room accommodates the energy control center and boiler control functions. Support areas include a training/conference room, office, generator room, electrical room, toilets/shower, housekeeping closet, and information technology (IT) closet. Sitework includes earthwork, paving, roads, landscaping, curb and gutter, and additional work shown in support of the new/renovated boiler plant functions plus a new high security fence to protect building operations. The existing boiler building will receive refurbishments including but not limited to a new clay tile roof.

B. Offices of Harrell Design Group, PC, 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.

C. 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.

Pineville, LA

01 00 00 - 2

D. 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, GENERAL CONSTRUCTION: Work includes general construction/renovation, roads, walks, grading, drainage, mechanical and electrical work, utility systems, and necessary removal/modification of existing structures, reconstruction, and certain other items.

B. Bid Deduct Alternates.

1. Item 2: Bid Deduct No. 1 - Perform all work as in Bid Item 1 except deduct new High Security Fence at areas indicated on Plans (Sheet

AS100).

2. Item 3: Bid Deduct No. 2 - Perform all work as in Bid Item 1 except deduct designated new underground condensate return piping. See

Plans (Sheets MP405 and MS101) for locations.

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:

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

Pineville, LA

01 00 00 - 3 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.

C. Guards:

1. The General Contractor shall provide unarmed guards at the project site (if required by VA) after construction hours.

2. The Contractor shall provide the guards and VA police with communication devices as directed.

3. The general Contractor shall install equipment for recording guard rounds to ensure systematic checking of the premises.

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

Pineville, LA

01 00 00 - 4 to only those who will need it for the project. Return the information to the Contracting Officer upon request.

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

Pineville, LA

01 00 00 - 5

Contractor and shall be removed by the Contractor at its expense upon 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.

(FAR 52.236-10)

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

E. Workmen 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.

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.

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G. 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.

H. 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. The work to be outlined shall include, but not be limited to construction of the new boiler house addition, renovation/reconstruction of the existing boiler house, site and utility work.

To insure 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 sequencing dates to insure accomplishment of this work in successive phases mutually agreeable to Medical Center Director, COR and Contractor. See drawings GI701 and GI702.

1. 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

Pineville, LA

01 00 00 - 7 be hindered. 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.

2. Immediate areas of alterations not mentioned in preceding

Subparagraph 1 will be temporarily vacated while minor alterations are performed.

I. Construction Fence: Before construction operations begin, Contractor shall provide a chain link construction fence, 2.43m (eight 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 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.

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

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01 00 00 - 8 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 and Chief Engineer and

Chief of Facilities Management. 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 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.

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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 and a representative of VA Supply Service, of buildings or areas of buildings in which alterations occur and areas which are anticipated routes of access, and furnish a report, signed by all involved, 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 or 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.

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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 or 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 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 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 workmen 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.

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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 or 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.

4. PCB Transformers and Capacitors: The Contractor shall be responsible for disposal of the Polychlorinated Biphenyl (PCB) transformers and capacitors. The transformers and capacitors shall be taken out of service and handled in accordance with the procedures of the

Environmental Protection Agency (EPA) and the Department of

Transportation (DOT) as outlined in Code of Federal Regulation

(CFR), Titled 40 and 49 respectively. The EPA's Toxic Substance

Control Act (TSCA) Compliance Program Policy Nos. 6-PCB-6 and 6-PCB-

7 also apply. Upon removal of PCB transformers and capacitors for disposal, the "originator" copy of the Uniform Hazardous Waste

Manifest (EPA Form 8700-22), along with the Uniform Hazardous Waste

Manifest Continuation Sheet (EPA Form 8700-22A) shall be returned to the Contracting Officer who will annotate the contract file and transmit the Manifest to the Medical Center's Chief.

a. Copies of the following listed CFR titles may be obtained from the Government Printing Office:

40 CFR 261........Identification and Listing of Hazardous Waste

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40 CFR 262........Standards Applicable to Generators of Hazardous

Waste

40 CFR 263........Standards Applicable to Transporters of

Hazardous Waste

40 CFR 761........PCB Manufacturing, Processing, Distribution in

Commerce, and use Prohibitions

49 CFR 172........Hazardous Material tables and Hazardous

Material Communications Regulations

49 CFR 173........Shippers - General Requirements for Shipments and Packaging

49 CRR 173........Subpart A General

49 CFR 173........Subpart B Preparation of Hazardous Material for

Transportation

49 CFR 173........Subpart J Other Regulated Material; Definitions and Preparation

TSCA..............Compliance Program Policy Nos. 6-PCB-6 and 6-

PCB-7

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 workmen, 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

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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. Refer to FAR clause 52.236-7, "Permits and Responsibilities," which is included in General Conditions. A National Pollutant Discharge

Elimination System (NPDES) permit is required for this project. The

Contractor is considered an "operator" under the permit and has extensive responsibility for compliance with permit requirements. VA will make the permit application available at the (appropriate medical center) office. The apparent low bidder, contractor and affected subcontractors shall furnish all information and certifications that are required to comply with the permit process and permit requirements.

Many of the permit requirements will be satisfied by completing construction as shown and specified. Some requirements involve the

Contractor's method of operations and operations planning and the

Contractor is responsible for employing best management practices. The affected activities often include, but are not limited to the following:

- Designating areas for equipment maintenance and repair;

- Providing waste receptacles at convenient locations and provide regular collection of wastes;

- Locating equipment wash down areas on site, and provide appropriate control of wash-waters;

- Providing protected storage areas for chemicals, paints, solvents, fertilizers, and other potentially toxic materials; and

- Providing adequately maintained sanitary facilities.

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

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01 00 00 - 14 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 workmen 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.

1. The indications of physical conditions on the drawings and in the specifications are the result of site investigations performed by

Geotechnical Testing Laboratory, Inc.

(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.

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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 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 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)

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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, parking lots 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.

Furnish such certification to the COR before any major items of concrete work are placed. In addition, Contractor shall 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.

E. Whenever changes from contract drawings are made in line or grading requiring certificates, record such changes on a reproducible drawing

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01 00 00 - 17 bearing the registered land surveyor or registered civil engineer seal, and forward these drawings upon completion of work to COR.

F. 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 insure compliance, as-built drawings shall be made available for the COR's 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 USE OF ROADWAYS

A. For hauling, use only established public roads and roads on Medical

Center property and, when authorized by the COR, such temporary roads which are necessary in the performance of contract work. Temporary roads shall be constructed and restoration performed by the Contractor at Contractor's expense. When necessary to cross curbing, sidewalks, or similar construction, they must be protected by well-constructed bridges.

B. When new permanent roads are to be a part of this contract, Contractor may construct them immediately for use to facilitate building operations. These roads may be used by all who have business thereon within zone of building operations.

C. When certain buildings (or parts of certain buildings) are required to be completed in advance of general date of completion, all roads leading thereto must be completed and available for use at time set for completion of such buildings or parts thereof.

1.16 TEMPORARY BOILER PLANT CONTROL ROOM

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Contractor to provide within 30 days prior to start of Phase 1, one 8’ x 16’

Temporary Boiler Plant Control Room for the duration of all phases prior to

Final acceptance. The following is a minimum:

A. Exterior

1. 8’x 16’ Box Size (160 Sqft) plus hitch

2. Aluminum Ext. Siding & Trim

3. (1) 36” x 80” Ext Door with HD Hasp for Pad Lock

4. (5) 30” x 27” Window

5. Stairs to grade

B.…

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