S02. Renovate ORs - Final Specifications Vol 2.pdf

TECHNICAL SPECIFICATIONS

Department of Veterans Affairs Louis Stokes Cleveland VA Medical Center

10701 East Boulevard Cleveland, OH 44106

Renovate Operating Rooms VA Project No. 541-19-101

PREPARED BY:

Perspectus Architecture 1300 East 9th Street, Suite 910 Cleveland, Ohio 44114 P (216) 752-1800 Project Director: John Walkosak

IMEG

672 East Royalton Road Broadview Heights, Ohio 44147 P (440) 546-9696 Project Principal: Jeff Duale

Barber & Hoffman, Inc.

2217 East Ninth Street, Suite 350 Cleveland, Ohio 44115 P (216) 875-0100 Project Principal: Jon Leuthaeuser

Final Construction Document

VOLUME 2 OF 3

ISSUE DATE: 08/20/2025

LOUIS STOKES CLEVELAND,VAMC

Final Construction Document Renovate Operating Rooms 08/20/2025 Project No. 541-19-101

Table of Contents

00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

SPECIFICATIONS

TABLE OF CONTENTS

Section 00 01 10

SECTION DESCRIPTION PAGES

VOLUME 1 OF 3

DIVISION 0 - SPECIAL SECTIONS

00 01 10 Table of Contents 1-5 00 01 15 Drawing Index 1-5

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 General Requirements 1-28

GENERAL REQUIREMENTS ATTACHMENTS

OSHA Requirements and Safety And Health Regulations – Attachment 1

1-8

Pre-Construction Risk Assessment (PCRA) – Att. 2 1-4 Construction Safety Poster - Cleveland VA – Att. 3 1-1 Interim Life Safety Risk Assessment Form – Att. 4 1-2 Contractor Safety and Security Orientation – Att.5 1-1 Job Safety Check Sheet - Attachment 6 1-3

01 32 16.15 Project Schedule 1-8 01 33 23 Shop Drawings, Product Data, and Samples 1-6 01 35 26 Safety Requirements 1-24

Site Specific Accident Prevention Plan - Sample Infection Control During Construction Infection Control Risk Assessment Infection Control Orientation for Construction Workers Infection Control Construction Permit Infection Control Construction Inspection Form

01 42 19 Reference Standards 1-5 01 45 00 Quality Control 1-12 01 45 29 Testing Laboratory Services 1-17 01 45 35 Special Inspections 1-17 01 57 19 Temporary Environmental Controls 1-7 01 58 16 Temporary Interior Signage 1-1 01 74 19 Construction Waste Management 1-5 01 81 13 Sustainable Construction Requirements 1-11 01 91 00 General Commissioning Requirements 1-60

00 01 10-2

VOLUME 2 OF 3

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition 1-3

DIVISION 03 – CONCRETE

03 30 53 Cast-In-Place Concrete 1-8

DIVISION 04 – MASONRY

Not Used

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 1-5 05 36 00 Composite Metal Decking 1-8 05 40 00 Cold-Formed Metal Framing 1-6 05 50 00 Metal Fabrications 1-10

DIVISION 06 – WOOD,PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry 1-14 06 20 00 Finish Carpentry and Millwork 1-9

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 01 50.19 Roofing 1-7 07 21 00 Thermal Insulation 1-2 07 22 00 Roof and Deck Insulation 1-5 07 41 00 Aluminum Composition Building Panels 1-9 07 81 00 Applied Fireproofing 1-7 07 84 00 Firestopping 1-5 07 92 00 Joint Sealants 1-10

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 1-10 08 14 00 Interior Wood Doors 1-7 08 31 13 Access Doors and Frames 1-5 08 71 00 Door Hardware 1-25 08 71 13 Automatic Door Operators 1-5 08 80 00 Glazing 1-24 08 88 16 Vision Control Glass 1-4

DIVISION 09 – FINISHES

09 05 16 Subsurface Preparation for Floor Finishes 1-6 09 22 16 Non-Structural Metal Framing 1-8 09 29 00 Gypsum Board 1-7 09 51 00 Acoustical Ceilings 1-10 09 65 13 Resilient Base and Accessories 1-5 09 65 16 Resilient Sheet Flooring 1-6 09 65 19 Resilient Tile Flooring 1-6 09 65 36 Control Resilient Tile Flooring 1-7

00 01 10-3

09 67 23.20 Resinous Poured-In-Place Resilient Flooring 1-11 09 68 00 Carpeting 1-5 09 81 16 Acoustic Blanket Insulation 1-2 09 91 00 Painting 1-27 09 96 59 Resinous Specialty Glazed Coating Systems for Walls 1-8

DIVISION 10 – SPECIALTIES

10 11 13 Markerboards 1-4 10 26 00 Wall and Door Protection 1-6 10 28 00 Toilet, Bath, and Laundry Accessories 1-11 10 44 13 Fire Extinguisher Cabinets 1

DIVISION 11 – EQUIPMENT

11 73 00 Ceiling Mounted Patient Lift System 1-4

DIVISION 12 – FURNISHINGS

12 31 00 Manufactured Metal Casework 1-15 12 36 00 Countertops 1-12

DIVISION 13 - SPECIAL CONSTRUCTION

DIVISION 14– CONVEYING EQUIPEMENT

VOLUME 3 OF 3

DIVISION 21- FIRE SUPPRESSION

21 08 00 Commissioning of Fire Suppression Systems 1-4 21 13 13 Wet-Pipe Sprinkler Systems 1-11

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing 1-31 22 05 23 General-Duty Valves for Plumbing Piping 1-13 22 07 11 Plumbing Insulation 1-18 22 08 00 Commissioning of Plumbing Systems 1-4 22 11 00 Facility Water Distribution 1-13 22 13 00 Facility Sanitary and Vent Piping 1-15 22 40 00 Plumbing Fixtures 1-10 22 62 00 Vacuum Systems for Laboratory and Healthcare Facilities 1-21 22 63 00 Gas Systems for Laboratory and Healthcare Facilities 1-19

DIVISION 23 – HEATING, VENTILATING, AND AIR

CONDITIONING (HVAC)

23 05 11 Common Work Results for HVAC 1-41 23 05 12 General Motor Requirements for HVAC and Steam

Generation Equipment 1-10

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

1-10

00 01 10-4

23 05 93 Testing, Adjusting, and Balancing for HVAC 1-14 23 07 11 HVAC and Boiler Plant Insulation 1-21 23 08 00 Commissioning of HVAC Systems 1-5 23 09 23 Direct-Digital Control System for HVAC 1-65

23 09 23.1 Cleveland_VAMC_Niagara_N4_Standards_Guide 1-62 23 21 13 Hydronic Piping 1-21 23 21 23 Hydronic pumps 1-6 23 22 13 Steam and Condensate Heating Piping 1-21 23 23 00 Refrigerant Piping 1-12 23 25 00 HVAC Water Treatment 1-6 23 31 00 HVAC Ducts and Casings 1-17 23 34 00 HVAC Fans 1-11 23 36 00 Air Terminal Units 1-9 23 37 00 Air Outlets and Inlets 1-9 23 40 00 HVAC Air Cleaning Devices 1-15 23 64 00 Packaged Water Chillers 1-11 23 81 00 Decentralized Unitary HVAC Equipment 1-8 23 82 16 Air Coils 1-5

DIVISION 25 – INTEGRATED AUTOMATION

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 1-11 26 05 19 Low-Voltage Electrical Power Conductors and Cables 1-7 26 05 26 Grounding and Bonding for Electrical Systems 1-8 26 05 33 Raceway and Boxes for Electrical Systems 1-12 26 05 73 Overcurrent Protective Device Coordination Study 1-5 26 08 00 Commissioning of Electrical Systems 1-4 26 09 23 Lighting Controls 1-5 26 20 11 Isolated Power Systems 1-6 26 24 16 Panelboards 1-6 26 27 26 Wiring Devices 1-5 26 29 11 Motor Controllers 1-10 26 29 21 Enclosed Switches and Circuit Breakers 1-4 26 41 00 Facility Lightning Protection 1-5 26 43 13 Surge Protective Devices 1-4 26 51 00 Interior Lighting 1-11 26 55 71 Medical and Surgical Lighting Fixtures 1-6

DIVISION 27 – COMMUNICATIONS

27 05 11 Requirements for Communications Installations 1-47 27 05 26 Grounding and Bonding for Communications Systems 1-8 27 05 33 Raceways and Boxes for Communications Systems 1-15 27 08 00 Commissioning of Communications Systems 1-3 27 10 00 Control, Communication, and Signal Wiring 1-11 27 15 00 Communications Structured Cabling 1-12 27 41 31 Master Antenna Television Equipment And Systems 1-28 27 52 23 Hill-Rom Nurse Call and Code Blue Systems 1-75

00 01 10-5

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 05 00 Common Work Results for Electronic Safety and Security 1-87 28 05 13 Conductors and Cables for Electronic Safety and

Security 1-18

28 05 26 Grounding and Bonding for Electronic Safety and Security

1-8

28 05 28.33 Conduits and Backboxes for Electronic Safety and Security

1-16

28 08 00 Commissioning of Electronic Safety and Security Systems 1-4 28 13 00 Physical Access Control System 1-123 28 23 00 Video Surveillance 1-27 28 31 00 Fire Detection and Alarm 1-14

Final Construction Document VAMC WADE PARK 08/20/2025 Renovate Operating Rooms Project No. 541-19-101

Drawings Index 00 01 19-1

DEPARTMENT OF VETERANS AFFAIRS

SPECIFICATIONS

DRAWING INDEX

Section 00 01 19

SHEET

NUMBER SHEET NAME

0-G1-1 COVER SHEET

3-S1-1 GENERAL NOTES, TESTING AND SPECIAL INSPECTIONS

3-S1-2 SECOND FLOOR FRAMING PLANS AND DETAILS

0-A1-0 SITE PLAN

0-A1-1 EXISTING FLOOR PLAN

0-A1-2 COMPLETED FLOOR PLAN

0-A1-3 COMPLETED REFLECTED CEILING PLAN

0-A2-1 PROJECT PHASING - OVERALL

0-A2-2 PROJECT PHASING - PHASE 1

0-A2-3 PROJECT PHASING - PHASE 2

0-A2-4 PROJECT PHASING - PHASE 3

0-A3-1 SECOND FLOOR LIFE SAFETY PLAN - PHASE 1

0-A3-2 SECOND FLOOR LIFE SAFETY PLAN - PHASE 2

0-A3-3 SECOND FLOOR LIFE SAFETY PLAN - PHASE 3

0-A4-1 FIRST FLOOR INFECTION CONTROL PLAN - PHASE 2

0-A5-1 DOOR SCHEDULES AND NOTES

0-A6-1 MILLWORK DETAILS

1-A1-1 SECOND FLOOR DEMOLITION PLAN - PHASE 1

1-A1-4 SECOND FLOOR NEW WORK PLAN - PHASE 1

1-A1-5 SECOND FLOOR STORED MATERIALS PLAN - PHASE 1

1-A1-6 STORED MATERIALS

1-A1-7 STORED MATERIALS

1-A1-8 STORED MATERIALS

1-A1-9 STORED MATERIALS

1-A3-3 SECOND FLOOR NEW WORK REFLECTED CLNG PLAN - PHASE 1

1-A4-1 INTERIOR ELEVATIONS

1-A5-0 FINISH SCHEDULE AND DETAILS - ALL PHASES

1-A5-3 SECOND FLOOR FINISH FLOOR PLAN PHASE 1

1-A5-4 SECOND FLOOR FINISH WALL PLAN PHASE 1

1-A6-1 EQUIPMENT PLAN - PHASE 1

00 01 19-2

1-A6-2 EQUIPMENT PLANS AND SCHEDULES - PHASE 1

2-A1-1 SECOND FLOOR DEMOLITION PLAN - PHASE 2

2-A1-2 SECOND FLOOR NEW WORK PLAN - PHASE 2

2-A1-3 ENLARGED FLOOR PLANS

2-A1-5 ROOF PLAN - PHASE 2

2-A3-2 SECOND FLOOR NEW WORK REFLECTED CLNG PLAN - PHASE 2

2-A4-1 INTERIOR ELEVATIONS

2-A4-2 INTERIOR ELEVATIONS

2-A4-3 INTERIOR ELEVATIONS

2-A5-3 SECOND FLOOR FINISH FLOOR PLAN PHASE 2

2-A5-4 SECOND FLOOR FINISH WALL PLAN PHASE 2

2-A6-1 EQUIPMENT PLAN - PHASE 2

2-A6-2 EQUIPMENT PLANS - PHASE 2

2-A6-3 EQUIPMENT SCHEDULES - PHASE 2

3-A1-1 SECOND FLOOR DEMOLITION PLAN - PHASE 3

3-A1-2 SECOND FLOOR NEW WORK PLAN - PHASE 3

3-A3-1 SECOND FLOOR NEW WORK REFLECTED CLNG PLAN - PHASE 3

3-A5-3 SECOND FLOOR FINISH FLOOR PLAN - PHASE 3

3-A5-4 SECOND FLOOR FINISH WALL PLAN - PHASE 3

3-A6-1 EQUIPMENT PLAN - PHASE 3

3-A6-2 EQUIPMENT SCHEDULES - PHASE 3

3-A7-1 EXTERIOR DETAILS

0-FP1-1 FIRE PROTECTION LEGEND AND GENERAL NOTES

1-FP2-1

PARTIAL SECOND FLOOR FIRE PROTECTION DEMOLITION PLAN - PHASE

1-FP2-2 PENTHOUSE FIRE PROTECTION PLAN - PHASE 1

2-FP1-1

PARTIAL FIRST FLOOR FIRE PROTECTION DEMOLITION PLAN - PHASE

2-FP1-2

PARTIAL SECOND FLOOR FIRE PROTECTION DEMOLITION PLAN - PHASE

2-FP2-1 PARTIAL FIRST FLOOR FIRE PROTECTION PLAN - PHASE 2

2-FP2-2 PARTIAL SECOND FLOOR FIRE PROTECTION PLAN - PHASE 2

3-FP1-1

PARTIAL FIRST FLOOR FIRE PROTECTION DEMOLITION PLAN - PHASE

3-FP1-2

PARTIAL SECOND FLOOR FIRE PROTECTION DEMOLITION PLAN - PHASE

3-FP2-1 PARTIAL FIRST FLOOR FIRE PROTECTION PLAN - PHASE 3

3-FP2-2 PARTIAL SECOND FLOOR FIRE PROTECTION PLAN - PHASE 3

3-FP2-3 PENTHOUSE FIRE PROTECTION PLAN - PHASE 3

0-P1-1 PLUMBING LEGEND, SCHEDULE, DETAILS, AND NOTES

00 01 19-3

0-P1-2 PLUMBING ISOMETRICS

0-P1-3 PLUMBING ISOMETRICS

0-P1-4 PLUMBING ISOMETRICS

1-P2-1 PARTIAL FIRST FLOOR PLUMBING PLAN - PHASE 1

1-P2-2 PARTIAL SECOND FLOOR PLUMBING PLAN - PHASE 1

2-P1-1 PARTIAL FIRST FLOOR PLUMBING DEMOLITION PLAN - PHASE 2

2-P1-2 PARTIAL SECOND FLOOR PLUMBING DEMOLITION PLAN - PHASE 2

2-P2-1 PARTIAL FIRST FLOOR PLUMBING PLAN - PHASE 2

2-P2-2 PARTIAL SECOND FLOOR PLUMBING PLAN - PHASE 2

3-P1-1 PARTIAL FIRST FLOOR PLUMBING DEMOLITION PLAN - PHASE 3

3-P1-2 PARTIAL SECOND FLOOR PLUMBING DEMOLITION PLAN - PHASE 3

3-P2-1 PARTIAL FIRST FLOOR PLUMBING PLAN - PHASE 3

3-P2-2 PARTIAL SECOND FLOOR PLUMBING PLAN - PHASE 3

0-MG1-1 MEDICAL GAS LEGEND, SCHEDULES, DETAILS, AND NOTES

2-MG1-1 PARTIAL FIRST FLOOR MEDICAL GAS DEMOLITION PLAN - PHASE 2

2-MG1-2 PARTIAL SECOND FLOOR MEDICAL GASS DEMOLITION PLAN PHASE 2

2-MG2-1 PARTIAL SECOND FLOOR MEDICAL GAS PLAN - PHASE 2

3-MG1-1 PARTIAL FIRST FLOOR MEDICAL GAS DEMOLITION PLAN - PHASE 3

3-MG1-2 PARTIAL SECOND FLOOR MEDICAL GAS DEMOLITION PLAN - PHASE 3

3-MG2-1 PARTIAL SECOND FLOOR MEDICAL GAS PLAN - PHASE 3

0-H0-1 MECHANICAL LEGEND AND GENERAL NOTES

0-H0-2 MECHANICAL DETAILS

0-H0-3 MECHANICAL DETAILS

0-H0-4 MECHANICAL DETAILS

0-H0-5 MECHANICAL SCHEDULES

0-H0-6 MECHANICAL SCHEDULES

0-H1-1 TEMPERATURE CONTROLS

0-H1-2 TEMPERATURE CONTROLS

0-H1-3 TEMPERATURE CONTROLS

0-H1-4 TEMPERATURE CONTROLS

0-H1-5 AIRFLOW DIAGRAMS

0-H1-6 HEATING HOT WATER PIPING DIAGRAM

1-H1-1 PARTIAL SECOND FLOOR HVAC EXISTING CONDITIONS - PHASE 1

1-H1-2 PARTIAL SECOND FLOOR HVAC DUCTWORK PLAN - PHASE 1

1-H1-3 PARTIAL SECOND FLOOR HVAC PIPING PLAN - PHASE 1

1-H3-6 PARTIAL ROOF HVAC PLAN - PHASE 1

1-H5-1 PENTHOUSE INTERSTITIAL SPACE HVAC PLAN - PHASE 1

1-H5-2 PENTHOUSE HVAC DUCTWORK PLAN - PHASE 1

1-H6-1 PENTHOUSE HVAC PIPING PLAN - PHASE 1

1-H7-1 HVAC PHASING PLANS - PHASE 1

00 01 19-4

1-H7-2 OPERATING ROOM HVAC PLANS - PHASE 1

1-H8-1 MECHANICAL SECTIONS

1-H8-2 MECHANICAL SECTIONS

2-H1-1 PARTIAL FIRST FLOOR FLOOR HVAC DEMOLITION PLAN - PHASE 2

2-H1-2 PARTIAL SECOND FLOOR HVAC DEMOLITION PLAN - PHASE 2

2-H1-3 PARTIAL SECOND FLOOR HVAC PLAN - PHASE 2

2-H1-4 PARTIAL SECOND FLOOR HVAC PIPING DEMOLITION PLAN - PHASE 2

2-H1-5 PARTIAL ROOF HVAC DEMOLITION PLAN - PHASE 2

2-H1-6 PARTIAL ROOF HVAC DEMOLITION PLAN – PHASE 2

2-H3-4 PARTIAL ROOF HVAC PLAN - PHASE 2

2-H5-1 PENTHOUSE INTERSTITIAL SPACE HVAC PLAN - PHASE 2

2-H5-2 PENTHOUSE HVAC DUCTWORK PLAN - PHASE 2

2-H5-3 PENTHOUSE HVAC PIPING PLAN – PHASE 2

2-H7-1 OPERATING ROOM HVAC PLANS - PHASE 2

3-H1-1 PARTIAL SECOND FLOOR HVAC DUCTOWRK DEMOLITION PLAN - PHASE 3

3-H1-2 PARTIAL SECOND FLOOR HVAC PIPING DEMOLITION PLAN - PHASE 3

3-H1-3 PARTIAL ROOF HVAC DEMOLITION PLAN _ PHASE 3

3-H2-1 ENLARGED MECHANICAL ROOM 107 DEMOLITION PLANS - PHASE 3

3-H3-2 PARTIAL SECOND FLOOR HVAC DUCTWORK PLAN - PHASE 3

3-H3-4 PARTIAL ROOF HVAC PLAN - PHASE 3

3-H4-1 ENLARGED MECHANICAL ROOM 107 PLAN - PHASE 3

3-H4-2 ENLARGED SEVENTH FLOOR ROOF PLAN – PHASE 3

3-H7-1 OPERATING ROOM HVAC PLANS - PHASE 3

3-H8-1 MECHANICAL SECTIONS

0-E1-1 ELECTRICAL LEGEND AND GENERAL NOTES

0-E1-2 LIGHTING FIXTURE SCHEDULE AND DETAILS

0-E1-3 FIRST FLOOR ELECTRICAL KEY PLAN

0-E1-4 SECOND FLOOR ELECTRICAL KEYPLAN

0-E1-5 THIRD FLOOR ELECTRICAL KEYPLAN

0-E1-6 NORMAL AND LIFE SAFETY POWER DISTRIBUTION ONE-LINE DIAGRAM

0-E1-7 EMERGENCY POWER DISTRIBUTION ONE-LINE DIAGRAM

0-E1-8 PANELBOARD SCHEDULES

0-E1-9 PANELBOARD SCHEDULES

0-E1-10 PANELBOARD SCHEDULES

0-E1-11 ISOLATED POWER PANELBOARD SCHEDULES

0-E1-12 ISOLATED POWER PANELBOARD SCHEDULES

0-E1-13 ISOLATED POWER PANELBOARD SCHEDULES

0-E1-14 ELECTRICAL DETAILS

1-E2-2 SECOND FLOOR - LIGHTING - PHASE 1

1-E3-2 SECOND FLOOR - POWER - PHASE 1

00 01 19-5

1-E4-2 SECOND FLOOR - AUDIO/VISUAL - PHASE 1

1-E5-2 ROOF MECHANICAL CONNECTIONS PLAN - PH 1

1-ES2-2 SECOND FLOOR - SYSTEMS - PHASE 1

2-E2-1 SECOND FLOOR DEMOLITION - LIGHTING - PHASE 2

2-E2-2 SECOND FLOOR - LIGHTING - PHASE 2

2-E3-1 SECOND FLOOR DEMOLITION - POWER - PHASE 2

2-E3-2 SECOND FLOOR - POWER - PHASE 2

2-E4-2 SECOND FLOOR - AUDIO/VISUAL - PHASE 2

2-E5-1 ROOF MECH CONNECTIONS DEMOLITION PLAN – PH2

2-E5-2 ROOF MECH CONNECTIONS PLAN – PH2

2-ES2-1 SECOND FLOOR DEMOLITION - SYSTEMS - PHASE 2

2-ES2-2 SECOND FLOOR - SYSTEMS - PHASE 2

3-E2-1 SECOND FLOOR DEMOLITION - LIGHTING - PHASE 3

3-E2-2 SECOND FLOOR - LIGHTING - PHASE 3

3-E3-1 SECOND FLOOR DEMOLITION - POWER - PHASE 3

3-E3-2 SECOND FLOOR - POWER - PHASE 3

3-E4-2 SECOND FLOOR - AUDIO/VISUAL - PHASE 3

3-E5-1 ROOF MECHANICAL CONNECTIONS DEMOLITION PLAN - PH 3

3-E5-2 ROOF MECHANICAL CONNECTIONS PLAN - PH 3

3-E5-3 FIRST FLOOR MECH CONNECTION DEMO PLAN - PH 3

3-E5-4 FIRST FLOOR MECH CONNECTION PLAN - PH 3

3-E5-5 ENLARGED 7TH FLOOR ROOF PLAN – POWER – PHASE 3

3-ES2-1 SECOND FLOOR DEMOLITION - SYSTEMS - PHASE 3

3-ES2-2 SECOND FLOOR - SYSTEMS - PHASE 3

0-T1-1 TECHNOLOGY COVERSHEET

0-T1-2 SECOND FLOOR - TECHNOLOGY KEYPLAN

0-T1-3 SECOND FLOOR - TECH CABLE TRAY & CONDUIT ROUTING PLAN

0-T1-4 TECHNOLOGY ENLARGEMENTS

0-T1-5 TECHNOLOGY DETAILS

0-T1-6 TECHNOLOGY DETAILS

0-T1-7 TECHNOLOGY DETAILS

0-T1-8 TECHNOLOGY DIAGRAMS

0-T1-9 TECHNOLOGY SCHEDULES

1-T2-2 SECOND FLOOR - TECHNOLOGY - PHASE 1

2-T2-1 SECOND FLOOR DEMOLITION- TECHNOLOGY - PHASE 2

2-T2-2 SECOND FLOOR - TECHNOLOGY - PHASE 2

3-T2-1 SECOND FLOOR DEMOLITION - TECHNOLOGY - PHASE 3

3-T2-2 SECOND FLOOR - TECHNOLOGY - PHASE 3

Final Construction Document 08/20/2025

LOUIS STOKES CLEVELAND, VAMC

DEMOLITION 024100 - 1

SECTION 024100

DEMOLITION

PART 1 - GENERAL

1.01 DESCRIPTION:

A This section specifies demolition and removal of buildings, portions of buildings, utilities, other structures and debris from trash dumps shown.

1.02 RELATED WORK:

A Demolition and removal of roads, walks, curbs, and on-grade slabs outside buildings to be demolished: Section 31 20 00, EARTH MOVING .

B Safety Requirements: Section 01 35 26 Safety Requirements Article, ACCIDENT PREVENTION PLAN (APP).

C Disconnecting utility services prior to demolition: Section 01 00 00, GENERAL REQUIREMENTS.

D Reserved items that are to remain the property of the Government:

Section 01 00 00, GENERAL REQUIREMENTS.

E Asbestos Removal: Section 02 82 11, TRADITIONAL ASBESTOS ABATEMENT.

F Lead Paint: Section 02 83 33.13, LEAD-BASED PAINT REMOVAL AND

DISPOSAL.

G Environmental Protection: Section 01 57 19, TEMPORARY ENVIRONMENTAL

CONTROLS.

H Construction Waste Management: Section 01 74 19 CONSTRUCTION WASTE

MANAGEMENT.

I Infectious Control: Section 01 35 26, SAFETY REQUIREMENTS.

1.03 PROTECTION:

A Perform demolition in such manner as to eliminate hazards to persons and property; to minimize interference with use of adjacent areas, utilities and structures or interruption of use of such utilities; and to provide free passage to and from such adjacent areas of structures.

Comply with requirements of GENERAL CONDITIONS Article, ACCIDENT

PREVENTION.

B Provide safeguards, including warning signs, barricades, temporary fences, warning lights, and other similar items that are required for protection of all personnel during demolition and removal operations.

Comply with requirements of Section 01 00 00, GENERAL REQUIREMENTS, Article PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES AND IMPROVEMENTS.

C Maintain fences, barricades, lights, and other similar items around exposed excavations until such excavations have been completely filled.

D Provide enclosed dust chutes with control gates from each floor to carry debris to truck beds and govern flow of material into truck.

Provide overhead bridges of tight board or prefabricated metal construction at dust chutes to protect persons and property from falling debris.

E Prevent spread of flying particles and dust. Sprinkle rubbish and debris with water to keep dust to a minimum. Do not use water if it results in hazardous or objectionable condition such as, but not

LOUIS STOKES CLEVELAND, VAMC

DEMOLITION 024100 - 2

limited to; ice, flooding, or pollution. Vacuum and dust the work area daily.

F In addition to previously listed fire and safety rules to be observed in performance of work, include following:

1. No wall or part of wall shall be permitted to fall outwardly from structures.

2. Maintain at least one stairway in each structure in usable condition to highest remaining floor. Keep stairway free of obstructions and debris until that level of structure has been removed.

3. Wherever a cutting torch or other equipment that might cause a fire is used, provide and maintain fire extinguishers nearby ready for immediate use. Instruct all possible users in use of fire extinguishers.

4. Keep hydrants clear and accessible at all times. Prohibit debris from accumulating within a radius of 4500 mm (15 feet (457.2 cm)) of fire hydrants.

G Before beginning any demolition work, the Contractor shall survey the site and examine the drawings and specifications to determine the extent of the work. The contractor shall take necessary precautions to avoid damages to existing items to remain in place, to be reused, or to remain the property of the // Medical Center // Cemetery Property //; any damaged items shall be repaired or replaced as approved by the Resident Engineer. The Contractor shall coordinate the work of this section with all other work and shall construct and maintain shoring, bracing, and supports as required. The Contractor shall ensure that structural elements are not overloaded and shall be responsible for increasing structural supports or adding new supports as may be required as a result of any cutting, removal, or demolition work performed under this contract. Do not overload structural elements.

Provide new supports and reinforcement for existing construction weakened by demolition or removal works. Repairs, reinforcement, or structural replacement must have Resident Engineer’s approval.

H The work shall comply with the requirements of Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS.

I The work shall comply with the requirements of Section 01 00 00, GENERAL REQUIREMENTS and Section 01 35 26, SAFETY REQUIREMENTS.

1.04 UTILITY SERVICES:

A Demolish and remove outside utility service lines shown to be removed.

B Remove abandoned outside utility lines that would interfere with installation of new utility lines and new construction.

PART 2 - PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.01 DEMOLITION:

A Completely demolish and remove buildings and structures, including all appurtenances related or connected thereto, as noted below:

1. As required for installation of new utility service lines.

LOUIS STOKES CLEVELAND, VAMC

DEMOLITION 024100 - 3

2. To full depth within an area defined by hypothetical lines located 1500 mm (5 feet (152.4 cm)) outside building lines of new structures.

B Debris, including brick, concrete, stone, metals and similar materials shall become property of Contractor and shall be disposed of by him daily, off the Medical Center to avoid accumulation at the demolition site. Materials that cannot be removed daily shall be stored in areas specified by the Resident Engineer. Break up concrete slabs below grade that do not require removal from present location into pieces not exceeding 600 mm (24 inches (609.6 mm)) square to permit drainage. Contractor shall dispose debris in compliance with applicable federal, state or local permits, rules and/or regulations.

C In removing buildings and structures of more than two stories, demolish work story by story starting at highest level and progressing down to third floor level. Demolition of first and second stories may proceed simultaneously.

D Remove and legally dispose of all materials, other than earth to remain as part of project work, from any trash dumps shown. Materials removed shall become property of contractor and shall be disposed of in compliance with applicable federal, state or local permits, rules and/or regulations . All materials in the indicated trash dump areas, including above surrounding grade and extending to a depth of 1500mm (5feet) below surrounding grade, shall be included as part of the lump sum compensation for the work of this section. Materials that are located beneath the surface of the surrounding ground more than 1500 mm (5 feet (152.4 cm)), or materials that are discovered to be hazardous, shall be handled as unforeseen. The removal of hazardous material shall be referred to Hazardous Materials specifications.

E Remove existing utilities as indicated or uncovered by work and terminate in a manner conforming to the nationally recognized code covering the specific utility and approved by the Resident Engineer.

When Utility lines are encountered that are not indicated on the drawings, the Resident Engineer shall be notified prior to further work in that area.

3.02 CLEAN-UP:

A On completion of work of this section and after removal of all debris, leave site in clean condition satisfactory to Resident Engineer.

Clean-up shall include off the Medical Center disposal of all items and materials not required to remain property of the Government as well as all debris and rubbish resulting from demolition operations.

- - - E N D - - -

END OF SECTION

LOUIS STOKES CLEVELAND, VAMC

CAST-IN-PLACE CONCRETE 033053 - 1

SECTION 033053

CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Suspended slab infill on metal deck.

2. Equipment pads.

1.2 RELATED REQUIREMENTS

A. Materials Testing and Inspection During Construction: Section 01 45 29, TESTING LABORATORY SERVICES.

1.3 APPLICABLE PUBLICATIONS

A. Comply with references to extent specified in this Section.

B. American Concrete Institute (ACI):

1. 117-15 - Tolerances for Concrete Construction, Materials and

Commentary.

2. 117M-10(R2015) - Tolerances for Concrete Construction, Materials and

Commentary.

3. 211.1-91(R2009) - Proportions for Normal, Heavyweight, and Mass

Concrete.

4. 211.2-98(R2004) - Selecting Proportions for Structural Lightweight

Concrete.

5. 301/310M-10 - Structural Concrete.

6. 305.1-14 - Hot Weather Concreting.

7. 306.1-90(R2002) - Cold Weather Concreting.

8. 318/318M-14 - Building Code Requirements for Structural Concrete and

SP-66-04-ACI Detailing Manual.

9. 347-04 - Guide to Formwork for Concrete.

C. ASTM International(ASTM):

1. A615/A615M-15ae1 - Deformed and Plain Carbon-Steel Bars for Concrete

Reinforcement.

2. A1064/A1064M-15 - Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete.

3. C33/C33M-13 - Concrete Aggregates.

CAST-IN-PLACE CONCRETE 033053 - 2

4. C39/C39M-15a - Compressive Strength of Cylindrical Concrete

Specimens.

5. C94/C94M-15a - Ready-Mixed Concrete.

6. C143/C143M-15 - Slump of Hydraulic Cement Concrete.

7. C150/C150M-15 - Portland Cement.

8. C171-07 - Sheet Material for Curing Concrete.

9. C192/C192M-15 - Making and Curing Concrete Test Specimens in the

Laboratory.

10. C219-14a - Terminology Relating to Hydraulic Cement.

11. C260/C260M-10a - Air-Entraining Admixtures for Concrete.

12. C330/C330M-14 - Lightweight Aggregates for Structural Concrete.

13. C494/C494M-15 - Chemical Admixtures for Concrete.

14. C618-15 - Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete.

15. C881/C881M-14 - Epoxy-Resin-Base Bonding Systems for Concrete.

16. C989/C989M-14 - Slag Cement for Use in Concrete and Mortars.

17. C1240-15 - Silica Fume Used in Cementitious Mixtures.

18. E1155-14 - Determining FF Floor Flatness and FL Floor Levelness

Numbers.

D. International Concrete Repair Institute:

1. 310.2R-2013 - Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, Polymer Overlays, and Concrete Repair.

1.4 SUBMITTALS

A. Submittal Procedures: Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.

B. Submittal Drawings:

1. Large scale drawings of reinforcing steel.

C. Manufacturer's Literature and Data:

1. Concrete Mix Design.

2. Air-entraining admixture, chemical admixtures, and curing compounds.

3. Indicate manufacturer's recommendation for each application.

D. Certificates: Certify products comply with specifications.

a. Each ready mix concrete batch delivered to site.

CAST-IN-PLACE CONCRETE 033053 - 3

1.5 DELIVERY

A. Deliver each ready-mixed concrete batch with mix certification in duplicate according to ASTM C94/C94M.

1.6 WARRANTY

A. Construction Warranty: FAR clause 52.246-21, "Warranty of

Construction."

PART 2 - PRODUCTS

2.1 MATERIALS

A. Portland Cement: ASTM C150/C150M, Type I or II.

B. Pozzolans:

1. Fly Ash: ASTM C618, Class C or F including supplementary optional physical requirements.

2. Slag: ASTM C989/C989M; Grade 100.

3. Silica Fume: ASTM C1240.

C. Coarse Aggregate: ASTM C33/C33M.

1. Size 67.

D. Fine Aggregate: ASTM C33/C33M.

E. Lightweight Aggregate for Structural Concrete: ASTM C330/C330M, Table

1.

F. Mixing Water: Fresh, clean, and potable.

G. Air-Entraining Admixture: ASTM C260/C260M.

H. Chemical Admixtures: ASTM C494/C494M.

I. Reinforcing Steel: ASTM A615/A615M or ASTM A996/A996M, deformed. See

Structural Drawings for grade.

J. Welded Wire Reinforcing: ASTM A1064/A1064M, plain; Grade 70; sized as indicated.

K. Expansion Joint Filler: ASTM D1751.

L. Sheet Materials for Curing Concrete: ASTM C171.

M. Liquid Densifier/Sealer: 100 percent active colorless aqueous siliconate solution.

N. Grout, Non-Shrinking: Premixed ferrous or non-ferrous. Grout to show no settlement or vertical drying shrinkage at 3 days. Compressive strength for grout, at least 18 MPa (2500 psi) at 3 days and 35 MPa (5000 psi) at 28 days.

CAST-IN-PLACE CONCRETE 033053 - 4

2.2 ACCESSORIES

A. Bonding Agent: ASTM C 1059/C 1059M, Type II.

B. Structural Adhesive: ASTM C881, 2-component material suitable for use on dry or damp surfaces. Provide material Type, Grade, and Class to suit Project requirements.

2.3 CONCRETE MIXES

A. Design concrete mixes according to ASTM C94/C94M, Option C.

B. Compressive strength at 28 days: minimum 30 MPa (4,000 psi).

C. Submit mix design and results of compression tests to the Contracting

Officer for his evaluation. Identify all materials, including admixtures, making-up the concrete.

D. Maximum Slump for Vibrated Concrete: 100 mm (4 inches) tested according to ASTM C143.

E. Cement and Water Factor (See Table I):

TABLE I - CEMENT AND WATER FACTORS FOR CONCRETE

Concrete: Strength Non-Air-Entrained Air-Entrained

Min. 28 Day Comp.

Str.

MPa (psi)

Min. Cement kg/cu. m

(lbs./cu.

yd.)

Max. Water

Cement Ratio

Min. Cement kg/cu. m

(lbs./cu.

yd.)

Max. Water

Cement Ratio

30 (4000)1,3 325 (550) 0.55 340 (570) 0.50

Footnotes:

1. If trial mixes are used, achieve a compressive strength 8.3 MPa (1

200 psi) in excess of f'c. For concrete strengths greater than 35 MPa

(5,000 psi), achieve a compressive strength 9.7 MPa (1,400 psi) in excess of f’c.

2. Lightweight Structural Concrete: Pump mixes may require higher cement values as specified in ACI 318/318M.

3. For Concrete Exposed to High Sulfate Content Soils: Maximum water cement ratio is 0.44.

* Laboratory Determined according to ACI 211.1 for normal weight concrete or

ACI 211.2 for lightweight structural concrete.

CAST-IN-PLACE CONCRETE 033053 - 5

F. Air-entrainment as specified, and conform with the following for air content table:

TABLE II - TOTAL AIR CONTENT

FOR VARIOUS SIZES OF COARSE AGGREGATES

Nominal Maximum Size of

Coarse Aggregate

Total Air Content, percent

10 mm (3/8 inches) 6 Moderate exposure; 7.5 severe exposure

13 mm (1/2 inches) 5.5 Moderate exposure; 7 severe exposure

19 mm (3/4 inches) 5 Moderate exposure; 6 severe exposure

25 mm (1 inches) 4.5 Moderate exposure; 6 severe exposure

40 mm (1 1/2 inches) 4.5 Moderate exposure; 5.5 severe exposure

2.4 BATCHING AND MIXING

A. Store, batch, and mix materials according to ASTM C94/C94M.

1. Job-Mixed: Batch mix concrete in stationary mixers as specified in

ASTM C94/C94M.

2. Ready-Mixed Concrete: Comply with ASTM C94/C94M, except use of non-agitating equipment for transporting concrete to Site is not acceptable.

3. Mixing Structural Lightweight Concrete: Charge mixer with 2/3 of total mixing water and total aggregate for each batch. Mix ingredients minimum 30 seconds in stationary mixer or minimum 10 revolutions at mixing speed in truck mixer. Add remaining mixing water and other ingredients and continue mixing. Above procedure may be modified as recommended by aggregate producer.

4. When aggregate producer's instructions deviate from specifications, submit proposed resolution for Contracting Officer's Representative consideration.

CAST-IN-PLACE CONCRETE 033053 - 6

PART 3 - EXECUTION

3.1 REINFORCEMENT

A. Install concrete reinforcement according to ACI 318 and ACI SP-66.

B. Support and securely tie reinforcing steel to prevent displacement during placing of concrete.

C. Drilling for Dowels in Existing Concrete: Use sharp bits, drill hole slightly oversize, fill with epoxy grout, inset the dowel, and remove excess epoxy.

3.2 PLACING CONCRETE

A. Remove hardened concrete, debris and other foreign materials from interior of forms, and from inside of mixing and conveying equipment.

Obtain approval from Contracting Officer's Representative before placing concrete.

B. Install screeds at required elevations for concrete slabs.

C. Roughen and clean free from laitance, foreign matter, and loose particles before placing new concrete on existing concrete.

1. Blow-out areas with compressed air and immediately coat contact areas with adhesive in compliance with manufacturer's instructions.

D. Place structural concrete according to ACI 301 and ACI 318.

E. Convey concrete from mixer to final place of deposit by method that will prevent segregation or loss of ingredients. Do not deposit, in

Work, concrete that has attained its initial set or has contained its water or cement more than 1 1/2 hours. Do not allow concrete to drop freely more than 1500 mm (5 feet) in unexposed work nor more than

900 mm (3 feet) in exposed work.

F. Place and consolidate concrete in horizontal layers not exceeding

300 mm (12 inches) in thickness. Consolidate concrete by spading, rodding, and mechanical vibrator. Do not secure vibrator to forms or reinforcement. Continuously vibrate during placement of concrete.

G. Concrete Fill in Stair Tread and Landing Pans: Coat steel with bonding agent and fill pans with concrete. Reinforce with 2 inch by 2 inch by

1.6 mm (0.06 inch) welded wire mesh at midpoint.

H. Hot Weather Concrete Placement: As recommended by ACI 305.1 to prevent adversely affecting properties and serviceability of hardened concrete.

CAST-IN-PLACE CONCRETE 033053 - 7

I. Cold Weather Concrete Placement: As recommended by ACI 306.1, to prevent freezing of thin sections less than 300 mm (12 inches) and to permit concrete to gain strength properly.

1. Do not use calcium chloride without written approval from

Contracting Officer's Representative.

3.3 TOLERANCES

A. Slab on Grade Finish Tolerance: Comply with ACI 117, FF-number and

FL-number method.

1. Paragraph 4.8.3, Class A 3 mm (1/8 inches) for offset in form-work.

2. Table R4.8.4, "Flat" 6 mm (1/4 inch) in 3 m (10 feet) for slabs.

3.4 PROTECTION AND CURING

A. Protect exposed surfaces of concrete from premature drying, wash by rain or running water, wind, mechanical damage, and excessive hot or cold temperatures.

B. Curing Methods: Cure concrete with curing compound using wet method with sheets.

C. Concrete Flatwork Curing:

1. Install sheet materials according to the manufacturer's instructions.

a. When manufacturer's instructions deviate from specifications, submit proposed resolution for Contracting Officer's

Representative consideration.

3.5 FINISHES

A. Slab Finishes:

1. Allow bleed water to evaporate before surface is finished. Do not sprinkle dry cement on surface to absorb water.

2. Scratch Finish: Rake or wire broom after partial setting slab surfaces to received bonded applied cementitious application, within

2 hours after placing, to roughen surface and provide permanent bond between base slab and applied cementitious materials.

3. Float Finish: Interior slabs to receive non-cementitious materials, except as specified.

a. Screen and float to smooth dense finish.

CAST-IN-PLACE CONCRETE 033053 - 8

b. After first floating, while surface is still soft, check surfaces for alignment using straightedge or template. Correct high spots by cutting down with trowel or similar tool. Correct low spots by filling in with material same composition as floor finish. Remove any surface projections on floated finish by rubbing or dry grinding. Refloat slab to uniform sandy texture.

4. Steel Trowel Finish: Applied toppings, concrete surfaces to receive resilient floor covering or carpet, future floor roof and other monolithic concrete floor slabs exposed to view without other finish indicated or specified.

a. Delay final steel troweling to secure smooth, dense surface, usually when surface can no longer be dented by fingers. During final troweling, tilt steel trowel at slight angle and exert heavy pressure on trowel to compact cement paste and form dense, smooth surface.

b. Finished surface: Free from trowel marks. Uniform in texture and appearance.

- - E N D - -

STRUCTRUAL STEEL FRAMING 051200 - 1

SECTION 051200

STRUCTURAL STEEL FRAMING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Structural steel shapes, plates, and bars.

2. Structural pipe.

3. Bolts, nuts, and washers.

1.2 RELATED REQUIREMENTS

A. Materials Testing And Inspection During Construction: Section 01 45 29, TESTING LABORATORY SERVICES.

B. Composite Steel Deck: Section 05 36 00, COMPOSITE METAL DECKING.

C. Fireproofing: Section 07 81 00, APPLIED FIREPROOFING.

1.3 APPLICABLE PUBLICATIONS

A. Comply with references to extent specified in this section.

B. American Institute of Steel Construction (AISC):

1. AISC Manual - Steel Construction Manual, 14th Ed.

2. 303-10 - Code of Structural Steel Buildings and Bridges.

3. 360-10: Specification for Structural Steel Buildings.

C. The American Society of Mechanical Engineers (ASME):

1. B18.22.1-09 - Washers: Helical Spring-Lock, Tooth Lock, and Plain

Washers.

D. American Welding Society (AWS):

1. D1.1/D1.1M-15 - Structural Welding Code - Steel.

E. ASTM International (ASTM):

1. A6/A6M-14 - General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling.

2. A36/A36M-14 - Carbon Structural Steel.

3. A53/A53M-12 - Pipe, Steel, Black and Hot-Dip, Zinc-Coated, Welded and Seamless.

4. A283/A283M-13 - Low and Intermediate Tensile Strength Carbon Steel

Plates.

5. A307-14 - Carbon Steel Bolts, Studs, and Threaded Rod 60,000 PSI

Tensile Strength.

STRUCTRUAL STEEL FRAMING 051200 - 2

6. A500/A500M-13 - Cold-Formed Welded and Seamless Carbon Steel

Structural Tubing and Rounds and Shapes.

7. A501/A501M-14 - Hot-Formed Welded and Seamless Carbon Steel

Structural Tubing and Rounds and Shapes.

8. A572/A572M-15 - High-Strength Low-Alloy Columbium-Vanadium

Structural Steel.

9. A992/A992M-15 - Structural Shapes.

F. Occupational Safety and Health Administration (OSHA):

1. 29 CFR 1926.752(e) - Guidelines For Establishing The Components Of A

Site-Specific Erection Plan.

2. 29 CFR 1926-2001 - Safety Standards for Steel Erection.

G. Research Council on Structural Connections (RCSC) of The Engineering

Foundation:

1. Specification for Structural Joints Using ASTM F3125 Bolts.

1.4 SUBMITTALS

A. Submittal Procedures: Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.

B. Submittal Drawings:

1. Show size, configuration, and fabrication and installation details.

C. Sustainable Construction Submittals:

1. Recycled Content: Identify post-consumer and pre-consumer recycled content percentage by weight.

D. Test Reports: Certify products comply with specifications.

1. Welders' qualifying tests.

E. Certificates: Certify each product complies with specifications.

1. Structural steel.

2. Steel connections.

3. Welding materials.

F. Qualifications: Substantiate qualifications comply with specifications.

1. Fabricator with project experience list.

2. Installer with project experience list.

3. Welders and welding procedures.

G. Delegated Design Drawings and Calculations: Signed and sealed by responsible Architect/Engineer.

1. Connection calculations.

H. Record Surveys: Signed and sealed by responsible surveyor or engineer.

STRUCTRUAL STEEL FRAMING 051200 - 3

1.5 QUALITY ASSURANCE

A. Fabricator Qualifications: AISC Quality Certification participant designated as AISC Certified Plant, Category STD.

1. Regularly fabricates specified products.

2. Fabricated specified products with satisfactory service on five similar installations for minimum five years.

a. Project Experience List: Provide contact names and addresses for completed projects.

B. Installer Qualifications: AISC Quality Certification Program participant designated as AISC-Certified Erector, Category ACSE.

1. Regularly installs specified products.

2. Installed specified products with satisfactory service on five similar installations for minimum five years.

a. Project Experience List: Provide contact names and addresses for completed projects.

C. Before commencement of Work, ensure steel erector provides written notification required by OSHA 29 CFR 1926.752(e). Submit a copy of the notification to Contracting Officer's Representative.

D. Welders and Welding Procedures Qualifications: AWS D1.1/D1.1M.

1.6 WARRANTY

A. Construction Warranty: FAR clause 52.246-21, "Warranty of

Construction."

PART 2 - PRODUCTS

2.1 SYSTEM PERFORMANCE

A. Delegated Design: Prepare submittal documents including design calculations and drawings signed and sealed by registered design professional, licensed in state where project is located.

B. Design structural steel framing connections complying with specified performance:

1. Load Capacity: Resist loads indicated on drawings.

a. Request additional design criteria when necessary to complete connection design.

2. Configuration: Design and detail all connections for each member size, steel grade and connection type to resist the loads and reactions indicated on the drawings or specified herein. Use details

STRUCTRUAL STEEL FRAMING 051200 - 4

consistent with details shown on drawings, supplementing where necessary. The details shown on drawings are conceptual and do not indicate the required weld sizes or number of bolts unless specifically noted. Use rational engineering design and standard practice in detailing, accounting for all loads and eccentricities in both the connection and the members. Promptly notify the

Contracting Officer Representative of any location where the connection design criteria is not clearly indicated. The design of all connections is subject to the review and acceptance of the

Contracting Officer's Representative. Submit structural calculations prepared and sealed by a qualified engineer registered in the state where the project is located. Submit calculations for review before preparation of detail drawings.

2.2 MATERIALS

A. W-Shapes:

1. ASTM A992/A992M.

2. ASTM A572/A572M; Grade 50.

B. Channel and Angles:

1. ASTM A36/A36M.

C. Plates and Bars:

1. ASTM A36/A36M.

2. ASTM A572/A572M; Grade 50.

D. Hollow Structural Sections:

1. ASTM A500/A500M.

E. Structural Pipe: ASTM A53/A53M, Grade B.

F. Bolts, Nuts and Washers: Plain finish for other framing.

1. High-strength bolts, including nuts and washers: ASTM F3125.

2. Bolts and nuts, other than high-strength: ASTM A307, Grade A.

3. Plain washers, other than those in contact with high-strength bolt heads and nuts: ASME B18.22.1.

G. Welding Materials: AWS D1.1, type to suit application.

2.3 PRODUCTS - GENERAL

A. Basis of Design: Section 09 06 00, SCHEDULE FOR FINISHES.

2.4 FABRICATION

A. Fabricate structural steel according to Chapter M, AISC 360.

STRUCTRUAL STEEL FRAMING 051200 - 5

B. Shop and Field Connections:

1. Weld connections according to AWS D1.1/D1.1M. Welds shall be made only by welders and welding operators who have been previously qualified by tests as prescribed in AWS D1.1 to perform type of work required.

2. High-Strength Bolts: High-strength bolts tightened to a bolt tension minimum 70 percent of their minimum tensile strength. Tightening done with properly calibrated wrenches, by turn-of-nut method or by use of direct tension indicators (bolts or washers). Tighten bolts in connections identified as slip-critical using Direct Tension

Indicators. Twist-off torque bolts are not an acceptable alternate fastener for slip critical connections.

PART 3 - EXECUTION

3.1 ERECTION

A. Erect structural steel according to AISC 303 and AISC 360.

B. Set structural steel accurately at locations and elevations indicated on drawings.

C. Maintain erection tolerances of structural steel within AISC 303 requirements.

1. Pour Stop Elevation Tolerance: 6 mm (1/4 inch), maximum, before concrete placement.

D. Weld and bolt connections as specified for shop connections.

3.2 FIELD QUALITY CONTROL

A. Record Survey:

1. Engage registered land surveyor or registered civil engineer as specified in Section 01 00 00, GENERAL REQUIREMENTS to perform survey.

2. Measure and record structural steel framing plumbness, level, and alignment after completing bolting and welding and before installation of work supported by structural steel.

3. Identify deviations from allowable tolerances specified in

AISC Manual.

- - E N D - -

COMPOSITE METAL DECKING 053600 - 1

SECTION 053600

COMPOSITE METAL DECKING

PART 1 – GENERAL

1.1 DESCRIPTION:

A. This section specifies material and services required for installation of composite steel decking including shear connector studs and miscellaneous closures required to prepare deck for concrete placement as shown and specified.

1.2 RELATED WORK:

A. Materials testing and inspection during construction: Section 01 45 29, TESTING LABORATORY SERVICES.

1.3 DESIGN REQUIREMENTS:

A. Design steel decking in accordance with AISI S-100, except as otherwise shown or specified.

B. Design steel decking to comply with SD1 C-2011, standard for composite

Steel Floor Deck.

1.4 SUBMITTALS:

A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT

DATA, AND SAMPLES.

B. Shop Drawings: Shop and erection drawings showing decking unit layout, connections to supporting members, and information necessary to complete the installation as shown and specified, including supplementary framing, cant strips, cut openings, special jointing or other accessories.

1. Show welding, side lap, closure, deck reinforcing and closure reinforcing details.

2. Show openings required for work of other trades, including openings not shown on structural drawings.

3. Indicate where temporary shoring is required to satisfy design criteria.

C. Manufacturer's Literature and Data: Showing steel decking section properties and specifying required structural characteristics.

D. Manufacturer's written recommendations for:

1. Shape of decking section.

2. Cleaning of steel decking prior to concrete placement.

COMPOSITE METAL DECKING 053600 - 2

E. Test Report - Establishing structural characteristics of composite concrete and steel decking system.

F. Test Report - Stud base qualification.

G. Welding power setting recommendation by shear stud manufacturer.

H. Shear Stud Layouts: Submit drawings showing the quantity, pattern, spacing and configuration of shear studs for each beam and girder.

I. Certification: For each type and gauge of metal deck supporting concrete slab or fill, submit certification of specified fire ratings.

Certify that units supplied are UL listed as a “Steel Floor and Form

Unit”.

J. Manufacturers Certificates for deck units attesting compliance with specified requirements.

K. Submit manufacturer’s catalog data for Welding Equipment and Welding

Rods and Accessories intended use.

L. Power Actuated Tool Operator Certificates.

M. Welders qualifications.

1.5 QUALITY ASSURANCE:

A. Fire Safety

1. Underwriters’ Label: Provide composite metal floor deck units listed in Underwriters’ Laboratories “Building Materials Directory”, with each deck unit bearing the UL label and marking for specific system detailed.

2. FM Listing: Provide composite metal roof deck units which have been evaluated by Factory Mutual Global and are listed in “Factory Mutual

Research Approval Guide” for “Class 1” fire rated construction.

3. Insurance Certification: Assist the Government in preparation and submittal of roof installation acceptance certification as may be necessary in connection with fire and extended coverage insurance.

B. Deck Units: Provide deck units and accessory products from a manufacturer engaged in the manufacture of steel decking for more than three (3) years. Submit manufacturer’s certificates attesting that the decking material complies with the specified requirements.

C. Certification of Powder-Actuated Tool Operator: Manufacturer’s certificate attesting that the operators are authorized to use the low velocity powder-actuated tool.

COMPOSITE METAL DECKING 053600 - 3

D. Qualifications for Welding Work: Submit qualified welder qualifications in accordance with AWS D1.1/D1.1M or under an approved qualification test.

1.6 APPLICABLE PUBLICATIONS:

A. Publications listed below form a part of this specification to extent referenced. Publications are referenced in text by basic designation only. Refer to the latest edition of referenced Standards and codes.

B. American Iron and Steel Institute (AISI):

S-100-12................North American Specification for the Design of

Cold-Formed Steel Structural Members

C. ASTM International (ASTM):

A36/A36M-14.............Carbon Structural Steel

A108-13.................Steel Bars, Carbon, Cold Finished, Standard

Quality

A653/A653M-13...........Steel Sheet, Zinc-Coated (Galvanized) or Zinc-

Iron Alloy-Coated (Galvanized) by the Hot-Dip

Process

D. American Institute of Steel Construction (AISC):

1. Specification for Structural Steel Buildings – Allowable Stress

Design and Plastic Design (Latest Edition)

2. Load and Resistance Factor Design Specification for Structural Steel

Buildings (Latest Edition)

E. American Welding Society (AWS):

D1.1/D1.1M-11...........Structural Welding Code - Steel

D1.3/D1.3M-05(R2008)....Structural Welding Code - Sheet Steel

F. FM Global (FM):

APP Guide...............Approval Guide

DS 1-28-2012............Design Wind Loads

G. Military Specifications (Mil. Spec.):

MIL-P-21035B............Paint, High Zinc Dust Content, Galvanizing

Repair

H. Underwriters Laboratories (UL):

Bld Mat Dir(Annually)...Building Materials Directory

COMPOSITE METAL DECKING 053600 - 4

PART 2 - PRODUCTS

2.1 MATERIALS:

A. Steel Decking and Flashings: ASTM A653/A653M, Structural Quality suitable for shear stud weld-through techniques .

B. Galvanizing: ASTM A653/A653M, G60. Thickness not less than indicated on drawings.

C. Shear connector studs: ASTM A108, Grades 1015-1020, yield 350 Mpa

(50,000 psi) minimum, tensile strength - 400 Mpa (60,000 psi) minimum, reduction of area 50 percent minimum.

1. Provide studs of uniform diameter, with heads concentric and on same axis to shaft.

2. Provide studs, after welding, free from substance or defect which would interfere with its function as a shear connector.

3. Do not paint or galvanize studs.

4. Provide size of studs as shown on drawings.

5. Provide studs manufactured by a company normally engaged in the manufacturer of shear studs, and can furnish equipment suitable for weld-through installation of shear studs.

D. Galvanizing Repair Paint: Mil. Spec. MIL-P-21035B.

E. Miscellaneous Steel Shapes: ASTM A36/A36M.

F. Welding Electrode: E60XX minimum.

G. Sheet Metal Accessories: ASTM A653/A653M, galvanized, unless noted otherwise. Provide accessories of every kind required to complete the installation of metal decking in the system shown. Finish sheet metal items to match deck including, but not limited to, the following items:

1. Metal Cover Plates: For end-abutting deck units, to close gaps at changes in deck direction, columns, walls and openings. Same quality as deck units but not less than 1.3 mm (18 gauge) sheet steel.

2. Continuous sheet metal edging: at openings and concrete slab edges.

Same quality as deck units but not less than 1.3 mm (18 gauge) steel. Side and end closures supporting concrete and their attachment to supporting steel to be designed by the manufacturer to safely support the wet weight of concrete and construction loads.

The deflection of cantilever closures to be limited to a total of 3 mm (1/8 inch) maximum.

COMPOSITE METAL DECKING 053600 -…