Spec Volume 1 - 610-311.pdf

EXPAND BUILDING 1

1ST FLOOR PRIMARY CARE

FT. WAYNE VA, IN

VA Contract No.: VA251-16-R-0261

Project # 610-311

For the Department of Veterans Affairs Network Contracting Office 10

VA Northern Indiana Healthcare System Fort Wayne, IN 46805

Project Manual Volume 1 (1 of 2): Divisions 00-14

CONSTRUCTION DOCUMENT SUBMISSION

04/19/2018

GUIDON DESIGN INC.

PROJECT CONTACTS:

OWNER: VA FORT WAYNE

Attn: Jim Broyles VANIHCS General Engineer 1700 E. 38th Street Marion, IN 46953 Phone: 765-674-3321 x 73592 Email: James.Broyles @va.gov

ARCHITECT, CIVIL &

STRUCTURAL ENGINEERS: GUIDON DESIGN INC.

Attn: Kari Allen 905 N. Capitol Ave., Suite 100 Indianapolis, Indiana 46204 Phone: 317-800-6388 Email: kallen@guidondesign.com

M/E/P ENGINEER: BCCLT CONSULTING ENGINEERS

Attn: William Hosman 4031 Transportation Drive Fort Wayne, IN 46818 Phone: 812- 423 - 4407 Email: hosmon@bcclt.com

ISSUE DATE: April 16, 2019

VA Northern Indiana Healthcare System, Fort Wayne

VA: 610-311 Expand Bldg 1 - 1st Floor Primary Care

Fort Wayne, IN 46845

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Const. Document Submission

11-01-16

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 58 16 Temporary Interior Signage 07-15

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 41 00 Demolition 02-15

02 82 11 Traditional Asbestos Abatement 09-15

DIVISION 03 – CONCRETE

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

DIVISION 04 – MASONRY

04 01 00 Maintenance of Masonry 02-16

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 40 00 Cold-Formed Metal Framing 05-16

05 50 00 Metal Fabrications 07-14

05 51 00 Metal Stairs 10-15

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry 10-15

06 16 63 Cementitious Sheathing 02-16

06 20 00 Finish Carpentry 08-16

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

00 01 10-2

07 08 00 Facility Exterior Closure Commissioning 11-16

07 11 13 Bituminous Dampproofing 02-16

07 21 13 Thermal Insulation 02-16

07 22 00 Roof and Deck Insulation 02-16

07 24 00 Exterior Insulation and Finish Systems 02-16

07 27 27 Fluid-Applied Membrane Air Barrier, Vapor Retarding 02-16

07 42 13.19 Insulated Metal Wall Panels 02-16

07 53 23 Ethylene-Propylene-Diene-Monomer 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 31 13 Access Doors and Frames 02-16

08 36 16.13 Barn (Sliding)Door 02-16

08 41 13 Aluminum-Framed Entrances and Storefronts 08-16

08 71 00 Door Hardware 01-16

08 71 13.11 Low Energy Power Assist Door Operators 08-16

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 06 00 Schedule for Finishes 04-15

09 22 16 Non-Structural Metal Framing 05-16

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 16 Resilient Sheet Flooring 02-16

09 66 13 Portland Terrazzo Floor Tile 10-15

09 68 00 Carpeting 10-15

09 91 00 Painting 01-16

DIVISION 10 – SPECIALTIES

10 11 13 Chalkboards and Markerboards 10-15

10 11 23 Tackboards 10-15

10 14 00 Signage 10-15

10 21 13 Toilet Compartments 12-15

10 21 23 Cubicle Curtain Tracks 05-15

10 22 26.16 Accordion Folding Partitions

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

10 73 00 Standing Seam Monolithic Polycarbonate 08-16

DIVISION 12 – FURNISHINGS

12 24 00 Window Shades 08-16

12 31 00 Manufactured Metal Casework 08-16

00 01 10-3

12 32 00 Manufactured Wood Casework 09-15

12 36 00 Countertops 12-15

12 48 13 Entrance Floor Mats and Frames 11-16

DIVISION 31 – EARTHWORK

31 20 00 Earthwork 07-16

31 23 19 Dewatering 10-12

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 Fencing 08-16

32 90 00 Planting 08-16

DIVISION 33 – UTILITIES

33 40 00 Storm Sewer Utilities 10-11

DIVISION 34 – TRANSPORTATION

34 71 13 Vehicle Barrier Guard Rail 08-16

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TABLE OF CONTENTS

Section 00 01 10

DIVISION 21- FIRE SUPPRESSION

21 08 00 Commissioning of Fire Suppression System 11-16

21 13 13 Wet-Pipe Sprinkler Systems 06-15

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing 07-16

22 05 19 Meters and Gages for Plumbing Piping 09-15

22 07 11 Plumbing Insulation 09-15

22 08 00 Commissioning of Plumbing Systems 11-16

22 11 00 Facility Water Distribution 09-15

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

DIVISION 23 – HEATING, VENTILATING, AND AIR

CONDITIONING (HVAC)

23 05 11 Common Work Results for HVAC 02-15

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

02-15

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 11-16

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

23 21 13 Hydronic Piping 09-12

23 21 23 Hydronic Pumps 02-15

23 22 13 Steam and Condensate Heating Piping 02-15

23 22 23 Steam Condensate Pumps 02-15

23 23 00 Refrigerant Piping 02-15

23 25 00 HVAC Water Treatment 02-15

23 31 00 HVAC Ducts and Casings 03-13

23 34 00 HVAC Fans 02-15

23 36 00 Air Terminal Units 02-15

23 37 00 Air Outlets and Inlets 02-15

23 40 00 HVAC Air Cleaning Devices 02-12

23 64 00 Packaged Water Chillers 04-11

23 73 00 Indoor Central-Station Air-Handling Units 04-11

23 81 00 Decentralized Unitary HVAC Equipment 02-11

23 82 00 Convection Heating and Cooling Units 04-11

23 82 16 Air Coils 04-11

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00 01 10-2

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 01-16

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 01-17

26 05 73 Overcurrent Protective Device Coordination Study 12-15

26 08 00 Commissioning of Electrical Systems 11-16

26 09 23 Lighting Controls 05-14

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 41 00 Facility Lightning Protection 01-17

26 43 13 Surge Protective Device 12-12

26 51 00 Interior Lighting 08-14

26 56 00 Exterior Lighting 05-14

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 11-16

27 10 00 Control, Communication and Signal Wiring 06-15

27 11 00 TELECOMMUNICATIONS ROOM FITTINGS 06-15

27 15 00 Communications Structured Cabling 01-16

27 41 31 Master Antenna Television Equipment and Systems 06-15

27 51 16 Public Address and Mass Notification Systems 10-15

27 52 23 Nurse Call and Code Blue Systems 10-15

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 05 00 Common Work Results for Electronic Safety and Security 9-11

28 05 13 Conductors and Cables for Electronic Safety and

Security

9-11

28 05 26 Grounding and Bonding for Electronic Safety and

Security

9-11

28 05 28.33 Conduits and Backboxes for Electronic Safety and

Security

09-11

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

28 13 00 Physical Access Control System 10-11

28 23 00 Video Surveillance 09-11

28 31 00 Fire Detection and Alarm 10-11

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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

G1000 COVER SHEET

GI101 BASEMENT LIFE SAFETY PLAN AND INFECTION CONTROL

PLANS

GI102 1ST FLOOR LIFE SAFETY FLOOR PLAN

GI103 1ST FLOOR INFECTION CONTROL / PHASING PLANS

GI104 CONSTRUCTION LOGISTICS AND SITE PLAN

GI105 DEDUCTIVE BID ALTERNATES 'A' AND 'B'

GI106 DEDUCTIVE BID ALTERNATES 'C' AND 'D'

GI107 DEDUCTIVE BID ALTERNATE 'E' AND ‘F’

CIVIL

VF101 TOPOGRAPHIC SURVEY

CC001 GENERAL CIVIL NOTES

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CS102 SITE PLAN - ALTERNATE A

CS501 SITE DETAILS

CS502 SITE DETAILS

CG101 GRADING PLAN

CG102 GRADING SECTIONS

CG103 GRADING PLAN - ALTERNATE A

CU101 UTILITY PLAN

CU102 UTILITY PLAN ALT - ALTERNATE A

CU501 UTILITY DETAILS

CU502 UNDERGROUND STORAGE DETAILS

CU503 UNDERGROUND STORAGE DETAILS

CJ101 EROSION CONTROL PLAN

CJ501 EROSION CONTROL DETAILS

LS101 LANDSCAPE PLAN

LS501 LANDSCAPE DETAILS

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STRUCTURAL

SI001 ABBREVIATIONS AND SYMBOLS

SI002 GENERAL STRUCTURAL NOTES

SI003 LOAD MAPS

SF101 EXISTING FIRST FLOOR FRAMING PLAN

SF102 SECOND FLOOR FRAMING PLAN

SF103 SECOND FLOOR SLAB REINFORCEMENT TIE PLAN

SF104 HIGH ROOF FRAMING PLAN

SF201 CANOPY SECTIONS

SF202 WALL ELEVATIONS

SF401 ENLARGED FRAMING PLANS

SF501 TYPICAL FRAMING SECTIONS AND DETAILS

SF601 CONCRETE BEAM SCHEDULE

SF602 CONCRETE JOIST SCHEDULE

SF603 CONCRETE COLUMN SCHEDULE AND DETAILS

SF901 ISOMETRICS

ARCHITECTURAL

AS001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AD101 BASEMENT DEMOLITION PLAN

AD102 1ST FLOOR AND BASEMENT ROOF DEMOLITION PLAN

AD201 DEMOLITION BUILDING ELEVATIONS - SOUTH

AD202 DEMOLITION BUILDING ELEVATIONS - EAST, WEST, AND

NORTH

AD311 DEMOLITION WALL SECTIONS

AD312 DEMOLITION WALL SECTIONS

AS100 ARCHITECTURAL SITE PLAN

AS101 BASEMENT CONSTRUCTION PLAN

AS102 1ST FLOOR DIMENSION PLAN

AS103 1ST FLOOR CONSTRUCTION PLAN

AS104 1ST FLOOR ROOF AND 2ND FLOOR CONSTRUCTION PLAN

AS105 2ND FLOOR ROOF AND 3RD FLOOR CONSTRUCTION PLAN

AS106 ARCHITECTURAL SITE PLAN AND CANOPY PLAN

AS111 1ST FLOOR REFLECTED CEILING PLAN

AS201 BUILDING ELEVATIONS

AS202 BUILDING ELEVATIONS

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AS203 BUILDING ELEVATION – WEST AND ENLARGED CANOPY

ELEVATIONS

AS311 WALL SECTIONS - NEW 1ST FLOOR - VESTIBULE

AS312 WALL SECTIONS - NEW 1ST FLOOR - RELIEF AIR CHASE

AND UTILITY CHASE

AS313 WALL SECTIONS - NEW 1ST FLOOR

AS314 WALL SECTIONS

AS315 WALL SECTIONS - EXISTING 1ST FLOOR

AS321 STAIR PLANS AND SECTIONS

AS401 ENLARGED TOILET PLANS AND ELEVATIONS

AS402 ENLARGED PLANS AND ELEVATIONS

AS501 PLAN DETAILS

AS502 WALL SECTION DETAILS - BASE

AS503 WALL SECTION DETAILS - HEAD

AS504 WALL SECTION DETAILS - PARAPET

AS505 ROOF DETAILS

AS506 CANOPY & EXTERIOR SIGN DETAILS

AS601 DOOR AND WINDOW SCHEDULES

AS602 DOOR AND WINDOW ELEVATIONS AND DETAILS

AS603 FINISH SCHEDULES & SIGNAGE TYPES

AS604 SIGNAGE PLAN

AS901 INTERIOR SECTIONS AND DETAILS

AS902 INTERIOR SECTIONS AND DETAILS

AF101 1ST FLOOR FLOOR FINISH PLAN

AF102 1ST FLOOR WALL FINISH PLAN

AF103 ENLARGED FLOOR FINISH PLANS

AQ101 1ST FLOOR EQUIPMENT PLAN

FIRE PROTECTION

FP100 FIRE PROTECTION NOTES, DETAILS, & DIAGRAM

FP101 BASEMENT FIRE PROTECTION PLAN

FP102 FIRST FLOOR FIRE PROTECTION PLAN

PLUMBING

PD101 BASEMENT FIRE PROTECTION PLAN

PD102 FIRST FLOOR PLUMBING REMOVAL PLAN

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PL100 PLUMBING SCHEDULE, LEGEND, DETAILS & NOTES

PL101 BASEMENT PLUMBING PLAN

PL102 FIRST FLOOR PLUMBING PLAN

PL103 ROOF PLUMBING PLAN

PL104 DIAGRAMS & ENLARGED PLUMBING PLANS

PL105 WASTE & VENT PIPING DIAGRAM

MECHANICAL

MD101 BASEMENT MECHANICAL DUCT REMOVAL PLAN

MD102 FIRST FLOOR MECHANICAL DUCT REMOVAL PLAN

MD103 SECOND FLOOR MECHANICAL REMOVAL PLAN

MD111 BASEMENT MECHANICAL PIPING REMOVAL PLAN

MD112 FIRST FLOOR MECHANICAL PIPING REMOVAL PLAN

MH101 BASEMENT MECHANICAL DUCT PLAN

MH102 FIRST FLOOR MECHANICAL DUCT PLAN

MH103 SECOND FLOOR ROOF MECHANICAL PLAN

MH301 MECHANICAL SECTIONS

MI101 MECHANICAL ABBREVIATIONS AND LEGEND

MI102 MECHANICAL SCHEDULES

MI103 MECHANICAL DETAILS

MI104 MECHANICAL DETAILS

MI105 CHILLED WATER FLOW DIAGRAMS

MI106 HOT WATER FLOW DIAGRAM

MI107 TEMP CONTROL

MI108 TEMP CONTROL

MI109 TEMP CONTROL

MI110 TEMP CONTROL

MI111 TEMP CONTROL

MI112 TEMP CONTROL

MP101 BASEMENT MECHANICAL PIPING PLAN

MP102 FIRST FLOOR MECHANICAL PIPING PLAN

ELECTRICAL

E100 ELECTRICAL GENERAL NOTES, LEGEND, AND KEY PLANS

ED101 FIRST FLOOR ELECTRICAL REMOVAL PLAN

EJ101 ELECTRICAL DATA & COMMUNICATIONS DETAILS

EJ102 ELECTRICAL DETAILS

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EJ103 ELECTRICAL DETAILS

EJ104 LIGHTING SCHEDULE, MOTOR CONTROL SCHEDULE &

DIAGRAMS

EL101 FIRST FLOOR LIGHTING PLAN

EP101 BASEMENT POWER AND SYSTEMS PLAN

EP102 FIRST FLOOR POWER PLAN

EP103 SECOND FLOOR AND ROOF POWER PLAN

EP104 PANEL SCHEDULES

EP105 PANEL SCHEDULE

EP106 SITE LIGHTING PLAN

EP110 ELECTRICAL ONE-LINE DIAGRAM

EY102 FIRST FLOOR SYSTEMS PLAN

EY103 FIRST FLOOR VGIA WIRELESS ACCESS PLAN

- - - E N D - - -

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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 USE OF ROADWAYS

1.16 CONTRACTOR’S FIELD OFFICE

1.17 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT

1.18 TEMPORARY USE OF EXISTING ELEVATORS

1.19 TEMPORARY TOILETS

1.20 AVAILABILITY AND USE OF UTILITY SERVICES

1.21 NEW TELEPHONE EQUIPMENT

1.22 TESTS

1.23 INSTRUCTIONS

1.24 GOVERNMENT-FURNISHED PROPERTY

1.25 RELOCATED EQUIPMENT ITEMS

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1.26 STORAGE SPACE FOR DEPARTMENT OF VETERANS AFFAIRS EQUIPMENT

1.27 CONSTRUCTION SIGN

1.28 SAFETY SIGN

1.29 PHOTOGRAPHIC DOCUMENTATION

APPENDIX F - SAMPLE DOCUMENTATION LOG

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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 the expansion of Building 1 1st

Floor Primary Care Construction as required by drawings and specifications.

B. Offices of Guidon Design, Inc, 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.

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, BASE BID: 1. Base bid work is detailed in the drawings and specifications. Work includes general construction of a 1st floor addition of Building 1 over a lower level footprint, as well as modification to the existing drive, a new parking and drop off area, landscaping, and concrete paving and canopies up to the building addition. Exterior veneer material shall be brick to match the existing building as well as a metal panel wall system, curtain wall, and shading devices. The interior of the addition shall be fit out for a primary care clinic requiring wall construction, all

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01 00 00 -2 finishes, mechanical, lighting, and plumbing systems as detailed. A new air handling unit shall be installed in the lower level, and existing mechanical equipment from the roof is to be relocated to this location as well. Renovation work is required between the existing building and the new primary care space, including removal of existing exterior walls and windows, patching and matching finishes, and remodel of existing areas to create toilet rooms and corridors as detailed in the drawings and specifications.

B. ALTERNATE A: Includes all items in the base bid minus work described in this alternate. Omit additional parking area and all associated site work from project scope. Refer to civil drawings for delineation of area of to be omitted.

ALTERNATE B: Includes all items in the base bid minus work described in this alternate, and alternate A. Omit from project scope the new primary care entrance vestibule and associated roof, doors, curtain wall, etc. Omit also the smaller 'connection' canopy; the larger drop off canopy is to remain. The main path to the primary care suite shall be through the building's main entrance. the larger primary care entrance shall be created at a later time.

ALTERNATE C: Includes all items in the base bid minus work described in this alternate, and alternates A and B. Omit extension of stairway 1-c-st1 above first floor roof. Structural and architectural components will terminate at first floor roof line except for the roof parapet, which shall continue at same height as the adjacent parapet. Omit new stairway and handrail extension in stair 1-c-st2, existing stair shall remain. Provide roof hatch in stairway 1-c-st1 for roof access, refer to specifications. First floor roof shall extend to parapet above omitted stairway extension to create a single, level roof surface.

ALTERNATE D: Includes all items in the base bid minus work described in this alternate, and alternates A, B, and C. Omit insulated metal wall panel where indicated on GI106 from project scope and replace with 2" rigid insulation and brick veneer; Refer to similar wall sections for construction. Provide brick br-1 in lieu of metal panels mp-1, mp-2, and mp-3, and provide brick br-2 in lieu of metal panel mp-4. Remove sunshades from scope of project. See drawings for additional information.

ALTERNATE NO. E: Includes all items in the base bid minus work described in this alternate, and alternates A, B, C, and D. Omit sliding exam door assemblies and storefront door systems from interior of project. Provide hollow metal frames, solid core wood swing doors, and storage lockset in lieu of omitted sliding doors. Omit access controls from sliding door openings.

Provide additional ½ lite and access controls as originally scheduled in doors replacing storefront. Refer to associated deduct hardware sets in drawings and specifications. See drawings for additional information.

ALTERNATE NO. F: Includes all items in the base bid minus work described in this alternate, and alternates A, B, C, D, and E. Omit from project scope 15'-0" (1 bay) of the drop off canopy from the east end, including 1 column and all associated components, and the associated roof and structure. Contractor shall be responsible to finish end of canopy as indicated. See drawings for additional information.

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ALTERNATE NO. G: Includes all items in the base bid minus work described in this alternate, and alternates A, B, C, D, E, and F. Omit from project scope 30'-0" (2 bays) of the drop off canopy from the east end, including 2 columns and all associated components, and the associated roof and structure. Contractor shall be responsible to finish end of canopy as indicated. See drawings for additional information.

ALTERNATE NO. H: Includes all items in the base bid minus work described in this alternate, and alternates A, B, C, D, E, F, and G. Omit remaining portion of large drop off canopy (3 bays), and all associated components, including polycarbonate roof, structure, brick, gutters, and downspouts. See drawings for additional information.

ALTERNATE NO. I: Includes all items in the base bid minus work described in this alternate, and alternates A, B, C, D, E, F, G, and H. Omit select landscaping components, refer to civil drawings for additional information.

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

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01 00 00 -4 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 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. 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.

D. 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.

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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.

E. 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.

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B. Temporary buildings (e.g., storage sheds, shops, offices) and utilities may be erected by the Contractor only with the approval of the

Contracting Officer and shall be built with labor and materials furnished by the Contractor without expense to the Government. The temporary buildings and utilities shall remain the property of the

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

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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.

G. Phasing:

The Medical Center must maintain its operation 24 hours a day, seven 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:

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 dates to insure accomplishment of this work in successive phases mutually agreeable to

Medical Center Director, COR and Contractor, as follows:

Phase I: Submission of submittals to VA and architect/engineer for review and approval.

Phase II: Construction of new expansion exterior and interior as a first phase and second phase renovating the scope of work outlined in the drawings for the work to be completed where the new joins the existing and where the existing is identified to be remodeled. The contract documents clearly outline scopes of work to be completed by VA. These areas are not part of this construction contract and will not be completed by general contractor. Work to be completed by VA.

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H. Building(s) No.(s) 1 will be occupied during performance of work, but immediate areas of alterations will be vacated for renovation work.

Refer to drawings for locations, and further phasing instructions to be outlined in general contractor’s phasing schedule. Dates for areas to be vacated to be approved by stake holders and COR.

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 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.

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 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

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01 00 00 -9 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 protection systems and communications systems (including telephone), they shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by COR.

1. No utility service such as water, gas, steam, sewers or electricity, or fire protection systems and communications systems may be interrupted without prior approval of COR. Electrical work shall be accomplished with all affected circuits or equipment de-energized.

When an electrical outage cannot be accomplished, work on any energized circuits or equipment shall not commence without a detailed work plan, the Medical Center Director’s prior knowledge and written approval. Refer to specification Sections 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS, 27 05 11 REQUIREMENTS FOR

COMMUNICATIONS INSTALLATIONS 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.

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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.

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 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:

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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.

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

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

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:

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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.

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.

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

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01 00 00 -13 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

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.

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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 completed in the Expand Building 1 Lower Level SPD.

(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

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01 00 00 -15 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)

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

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01 00 00 -16 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, and 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 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

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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 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…