P09 Specification Set Vol 2-Divs 09-25.pdf

BID SET

July 17, 2019

BUILDING 15

RENOVATE BUILDING. 15

MARION VA MEDICAL CENTER

2401 West Main St.

MARION, IL 62959

VA Project #657A5-18-111

CLH Project #2018-26

Project Manual

Volume 2

Divisions 09-25

Calvin L. Hinz A R C H I T E C T S, P.C.

3705 North 200th Street Elkhorn, NE 68022

Tel: (402) 291-6941 Fax: (402) 291-9193

CLH

Renovate Bldg. 15

657A5-18-111 07-17-19

PROJECT TITLE PAGE

Project Name: Renovate Building 15

VA Project No.: 657A5-18-111

Project Address: Marion VA Medical Center

2401 West Main St.

Marion, IL 62959

CLH Project Number: 2018-26

Government Contact: Joshua D. Clay, PE, COR/General Engineer

Marion VA Medical Center

2401 West Main St.

Marion, IL 62959

(618) 997-5311, Ext. 59047 joshua.clay@va.gov

Architect: Calvin L. Hinz Architects, P.C.

Supervising Professional: Richard J. Onken, AIA ronken@clharchitects.com

3705 North 200th Street

(402)291-6941

Project Architect: Alan H. Tast, AIA, LEED AP atast@clharchitects.com

3705 North 200th Street

(402)291-6941

Structural Engineer: InfraStructure, L.L.C.

6910 Pacific St., S. 310

Omaha, NE 68106-1046

Jeffrey A. Ehler, SE jehler@is-ecg.com

402-553-0234, Ext. 112

FMEPT Engineers/Cx Agent: IMEG Corp

15 Sunnen Dr., S. 100

St. Louis, MO 63143

(314) 645-1132

Supervising/Mech. Engineer: Scott R. Przybyzs, PE

Senior Mechanical Engineer

Scott.R.Przybyzs@imegcorp.com

Electrical: Steven J. Wiegers, BSEE

Electrical Project Designer

Steven.J.Wiegers@imegcorp.com

Technology: Mattthew.L.Grzovic, CTS-D

Technology Designer

Matthew.L.Grzovic@imegcorp.com

07-17-2019

07-17-2019

LICENSE EXPIRES

11-30-2020 mailto:ronken@clharchitects.com mailto:atast@clharchitects.com mailto:jehler@is-ecg.com mailto:Steven.J.Wiegers@imegcorp.com mailto:Matthew.L.Grzovic@imegcorp.com

Cx Agent: Michael J. VandenBerg, PE, CxA

Senior Commissioning Engineer

Michael.J.VandenBerg@imegcorp.com

Environmental Engineer: AMI Environmental

Bill Crowe, MS, MBA, CIH, CSP

BillCrowe@amienvironmental.com

8802 South 135th Street-Suite 100

Omaha, NE 68138

(402)397-5001 mailto:Michael.J.VandenBerg@imegcorp.com mailto:BillCrowe@amienvironmental.com

06-01-19

00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

VHA MASTER SPECIFICATIONS

TABLE OF CONTENTS

Section 00 01 10

DIVISION 00 - SPECIAL SECTIONS DATE

Project Title Page

00 01 15 List of Drawing Sheets 07-15

VOLUME 1 – DIVISIONS 00-08

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 General Requirements 12-18

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

01 33 23 Shop Drawings, Product Data, and Samples 05-17

01 35 26 Safety Requirements 02-17

01 42 19 Reference Standards 05-16

01 45 00 Quality Control 03-19

01 45 29 Testing Laboratory Services 11-18

01 45 35 Special Inspections 03-19

01 45 35a Schedule of Special Inspections

01 45 35b Sample – Statement of Special Inspections

01 57 19 Temporary Environmental Controls 01-11

01 58 16 Temporary Interior Signage 07-15

01 74 19 Construction Waste Management 09-13

01 91 00 General Commissioning Requirements 10-15

Commissioning Plan

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition 08-17

02 82 11 Traditional Asbestos Abatement 04-19

02 82 13.13 Glovebag Asbestos Abatement 09-15

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

02 82 13.21 Asbestos Roofing Abatement 09-15

02 82 13.31 Asbestos Transite Abatement 09-15

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

DIVISION 03 – CONCRETE

03 30 53 (Short-Form) Cast-in-Place Concrete (DEDUCT ALTERNATE

#4)

02-16

03 35 43 Polished Concrete Finishing

DIVISION 04 – MASONRY

04 01 00 Maintenance of Masonry 02-16

04 05 13 Masonry Mortaring 10-17

00 01 10-2

04 05 16 Masonry Grouting 02-16

04 20 00 Unit Masonry 08-17

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 11-18

05 50 00 Metal Fabrications 08-18

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry 10-17

06 20 00 Finish Carpentry 08-16

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 01 50.19 Preparation for Re-Roofing 02-16

07 13 52 Modified Bituminous Sheet Waterproofing 08-16

07 21 13 Thermal Insulation 10-17

07 21 19 Foamed-In-Place Closed-Cell Polyurethane Foam

Insulation

07 22 00 Roof and Deck Insulation 02-16

07 24 00 Exterior Insulation and Finish Systems 02-16

07 42 43 Composite Wall Panels

07 52 16.11 Cold Adhesive Styrene-Butadiene-Styrene Modified

Bituminous Membrane Roofing

08-16

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 10-17

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 41 13 Aluminum-Framed Entrances and Storefronts 08-16

08 51 13 Aluminum Windows (DEDUCT ALTERNATE #3) 02-16

08 71 00 Door Hardware 05-19

08 71 13.11 Low Energy Power Assist Door Operators (DEDUCT

ALTERNATE #2)

08-16

08 80 00 Glazing 10-15

VOLUME 2 – DIVISIONS 09-26

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 06-18

09 29 00 Gypsum Board 06-18

09 30 13 Ceramic/Porcelain Tiling 09-15

00 01 10-3

09 51 00 Acoustical Ceilings 12-18

09 65 13 Resilient Base and Accessories 02-16

09 65 19 Resilient Tile Flooring 05-18

09 91 00 Painting 01-16

DIVISION 10 – SPECIALTIES

10 14 00 Signage 10-15

10 26 00 Wall and Door Protection 10-15

10 28 00 Toilet, Bath, and Laundry Accessories 02-16

10 44 13 Fire Extinguisher Cabinets 08-18

DIVISION 11 – EQUIPMENT (NOT USED)

DIVISION 12 – FURNISHINGS

12 24 00 Window Shades (DEDUCT ALTERNATE #2) 08-17

DIVISION 13 - SPECIAL CONSTRUCTION

13 05 41 Seismic Restraint Requirements for Non-Structural

Components

01-14

DIVISION 14– CONVEYING EQUIPEMENT

DIVISION 21- FIRE SUPPRESSION

21 13 13 Wet-Pipe Sprinkler Systems 06-15

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing 07-16

22 05 12 General Motor Requirements for Plumbing Equipment 09-15

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

22 05 23 General-Duty Valves for Plumbing Piping 09-15

22 05 33 Heat Tracing for Plumbing Piping 09-15

22 07 11 Plumbing Insulation 09-15

22 11 00 Facility Water Distribution 09-15

22 11 23 Domestic Water Pumps (DEDUCT ALTERNATE #6) 09-15

22 13 00 Facility Sanitary and Vent Piping 09-15

22 14 00 Facility Storm Drainage 09-15

22 14 29 Sump Pumps 09-15

22 33 00 Electric Domestic Water Heaters 09-15

22 40 00 Plumbing Fixtures 09-15

DIVISION 23 – HEATING, VENTILATING, AND AIR

CONDITIONING (HVAC)

23 05 11 Common Work Results for HVAC 08-17

23 05 12 General Motor Requirements for HVAC and Steam

Generation Equipment

08-17

00 01 10-4

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 (DEDUCT

ALTERNATE #7)

09-11

23 11 23 Facility Natural-Gas Piping 08-17

23 23 00 Refrigerant Piping 02-15

23 31 00 HVAC Ducts and Casings 03-13

23 34 00 HVAC Fans 02-15

23 37 00 Air Outlets and Inlets 02-15

23 40 00 HVAC Air Cleaning Devices 02-12

23 74 13 Packaged, Outdoor, Central-Station Air-Handling Units 04-11

23 81 00 Decentralized Unitary HVAC Equipment 02-11

23 81 45 Variable Refrigerant Volume Heat Pumps

23 82 16 Air Coils 04-11

DIVISION 25 – INTEGRATED AUTOMATION

25 10 10 Advanced Utility Metering System 02-10

VOLUME 3 – DIVISIONS 26-48

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 01-16

26 05 19 Low-Voltage Electrical Power Conductors and Cables 01-17

26 05 26 Grounding and Bonding for Electrical Systems 01-17

26 05 33 Raceway and Boxes for Electrical Systems 01-18

26 05 41 Underground Electrical Construction 01-17

26 08 00 Commissioning of Electrical Systems 11-16

26 09 23 Lighting Controls 01-18

26 24 13 Distribution Switchboards 01-18

26 24 16 Panelboards 01-18

26 27 26 Wiring Devices 01-18

26 29 11 Motor Controllers 01-18

26 29 21 Enclosed Switches and Circuit Breakers 01-17

26 43 13 Surge Protective Devices 01-17

26 51 00 Interior Lighting 01-18

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 10-18

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

27 11 00 Communications Equipment Room Fittings 06-15

27 15 00 Communications Structured Cabling 01-16

27 51 16 Public Address and Mass Notification Systems 10-18

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

00 01 10-5

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

28 05 13 Conductors and Cables for Electronic Safety and

Security

10-18

28 05 26 Grounding and Bonding for Electronic Safety and

Security

09-11

28 05 28.33 Conduits and Backboxes for Electronic Safety and

Security

09-11

28 13 00 Physical Access Control System 10-11

28 31 00 Fire Detection and Alarm 10-11

DIVISION 31 – EARTHWORK

31 20 11 Earthwork (Short Form) 10-12

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 05 23 Cement and Concrete for Exterior Improvements 08-16

32 12 16 Asphalt Paving 09-15

DIVISION 33 – UTILITIES

33 46 13 Foundation Drainage 10-11

DIVISION 34 – TRANSPORTATION (NOT USED)

DIVISION 48 – Electrical Power Generation (NOT USED)

00 01 10-6

RENOVATE BLDG. 15

Rev 04-14-21

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

COVER SHEET

1 X-001 Cover Sheet & Index of Drawings

GENERAL INFORMATION

2 G-001 General Notes, Abbreviations & Symbols

3 G-002 Wall Types & Partition Details

LIFE SAFETY

4 15-GI101 Life-Safety & Code Review Plan

5 15-GI102 Life-Safety & Code Review

HAZARDOUS MATERIALS

6 15-1-HA001 General Asbestos Abatement Notes

7 15-1-HA101 Lead Material Locations

8 15-1-HA102 Asbestos Material Locations

9 15-1-HA103 TSI Locations

STRUCTURAL

10 15-S-001 Structural General Notes

11 15-S-101 Floor Demolition & Leveling Plans – Base Bid

12 15-S-101A Floor Demolition & Leveling Plans – Deduct Alternate #4

13 15-S-102 Roof Framing Plan & Details

ARCHITECTURE

14 15-AS101 Architectural Site Plan - Demolition & Renovation

15 15-AD101 Floor Plan – Demolition

16 15-AD102 Reflected Ceiling Plan – Demolition

17 15-AD103 Roof Plans – Demolition & Renovation

18 15-AD201 Elevations & Building Sections - Demolition

19 15-AD301 Wall Sections - Demolition

20 15-AE101 Floor Plan – Renovation

21 15-AE201 Elevations & Building Sections - Renovation

22 15-AE301 Wall Sections - Renovation

23 15-AE501 Architectural Details

24 15-AE502 Architectural Details – Roof & Ladder

25 15-AE503 Interior Details

26 15-AE601 Room Finish Schedule & Color Schedule

27 15-AE701 Door & Frame Schedules & Details

28 15-AE702 Window Schedule & Details

29 15-AE901 Interior Elevations

30 15-AE902 Interior Elevations

Rev 04-14-21

00 01 15 - 2

31 15-AC101 Reflected Ceiling Plan & Details - Renovation

32 15-AF101 Finish & Signage Plan - Renovation

33 15-AF601 Signage Schedule & Details

34 15-QE101 Furniture & Equipment Plan - Renovation

35 15-QE102 Furniture & Equipment Schedule - Renovation

REFERENCE

36 15-RA701 Existing Exterior Conditions

37 15-RA702 Existing Interior Conditions

38 15-RA703 Existing Interior Conditions

FIRE PROTETION

39 15-FP001 Fire Protection Cover Sheet

40 15-FD101 First Floor Plan - Fire Protection Demolition

41 15-FP101 First Floor Plan - Fire Protection

PLUMBING

42 15-P-001 Plumbing Cover Sheet

43 15-PD100 First Floor Plan - Plumbing Underfloor Demolition

44 15-PD101 First Floor Plan - Plumbing Demolition

45 15-PD102 Roof Plan - Plumbing Demolition

46 15-PL100 First Floor Plan - Plumbing Underfloor

47 15-PL101 First Floor Plan - Plumbing

48 15-PL102 Roof Plan - Plumbing

HVAC

49 15-M-001 HVAC Cover Sheet

50 15-MD101 First Floor Plan - HVAC Demolition

51 15-MD102 Roof Plan - HVAC Demolition

52 15-MH101 First Floor Plan - HVAC

53 15-MH102 Roof Plan - HVAC

54 15-MH300 HVAC Details

55 15-MH400 HVAC Controls

56 15-MH500 HVAC Schedules

ELECTRICAL

57 15-E-000 Electrical Cover Sheet

58 15-E-001 Electrical Cover Sheet

59 15-ED101 First Floor Plan - Electrical Demolition

60 15-EL101 First Floor Plan - Electrical Lighting

61 15-EP101 First Floor Plan – Electrical Power

62 15-EP102 Roof Plan – Electrical Power

63 15-ES101 First Floor Plan – Electrical Systems

64 15-E-300 Electrical Details

65 15-E-400 One-Line Diagram

66 15-E-500 Electrical Schedules

TECHNOLOGY

Rev 04-14-21

00 01 15 - 3

67 15-T-000 Technology Cover Sheet

68 15-TD101 First Floor Plan - Technology Demolition

69 15-T-101 First Floor Plan - Technology

70 15-T-200 Technology Enlargements

71 15-T-300 Technology Details

72 15-T-400 Technology Diagrams

73 15-T-500 Technology Schedules

- - - END - - -

00 01 15 - 4

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657A5-18-111 02-01-15

09 05 16 - 1

SECTION 09 05 16

SUBSURFACE PREPARATION FOR FLOOR FINISHES

PART 1 - GENERAL

1.1 DESCRIPTION

This section specifies subsurface preparation requirements for areas to receive the installation of applied. This section includes removal of existing floor coverings, testing concrete for moisture and pH, remedial floor coating for concrete floor slabs having unsatisfactory moisture or pH conditions, floor leveling and repair as required.

1.2 RELATED WORK

A. Section 01 00 00, GENERAL REQUIREMENTS for Deduct Alternate #4 for deletion of normal-weight concrete leveling of floor.

A. Section 03 30 53, (Short Form) CAST-IN-PLACE CONCRETE for normal-weight concrete leveling of floor.

B. Section 03 35 43, POLISHED CONCRETE FINISHING.

B. Section 07 92 00, JOINT SEALANTS.

C. Section 09 65 19, RESILIENT TILE FLOORING.

1.3 SUBMITTALS

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

B. Written approval confirming product compatibility with subfloor material manufacturer and the flooring manufacturer

C. Product Data:

1. Moisture remediation system

2. Underlayment Primer

3. Cementitious Self-Leveling Underlayment

4. Cementitious Trowel-Applied Underlayment (Not suitable for resinous floor finishes)

D. Test Data:

1. Moisture test and pH results performed by a qualified independent testing agency or warranty holding manufacturer’s technical representative.

1.4 DELIVERY AND STORAGE

A. Deliver materials in containers with labels legible and intact and grade-seals unbroken.

B. Store material to prevent damage or contamination.

09 05 16 - 2

1.5 APPLICABLE PUBLICATIONS

A. Publications listed below form a part of this specification to the extent referenced. Publications are referenced in text by basic designation only.

B. American Society for Testing and Materials (ASTM):

D638-10

(2010) Test Method for Tensile Properties of Plastics

D4259-88

(2012)

Standard Practice for Abrading Concrete to alter the surface profile of the concrete and to remove foreign materials and weak surface laitance.

C109/C109M

-12

(2012)

Standard Test Method for Compressive Strength of

Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube

Specimens) Modified Air Cure Only

D7234-12

(2012)

Standard Test Method for Pull-Off Adhesion Strength of

Coatings on Concrete Using Portable Pull-Off Adhesion

Testers.

E96/E96M -

(2012)

Standard Test Methods for Water Vapor Transmission of

Materials

F710-11

(2011)

Standard Practice for Preparing Concrete Floors to

Receive Resilient Flooring

F1869-11

(2011)

Standard Test Method for Measuring Moisture Vapor

Emission Rate of Concrete Subfloor Using Anhydrous

Calcium Chloride

F2170-11

(2011)

Standard Test Method for Determining Relative Humidity in

Concrete Floor Slabs Using in situ Probes

C348-08

(2008)

Standard Test Method for Flexural Strength of Hydraulic-

Cement Mortars

C191-13

(2013)

Standard Test Method for Time of Setting of Hydraulic

Cement by Vicat Needle

PART 2 - PRODUCTS

2.1 MOISTURE REMEDIATION COATING

A. System Descriptions:

1. High-solids, epoxy system designed to suppress excess moisture in concrete prior to an overlayment. For use under resinous products, VCT, resilient floor tile and carpet where issues caused by moisture vapor are a concern.

B. Products: Subject to compliance with applicable fire, health, environmental, and safety requirements for storage, handling, installation, and clean up.

C. System Components: Verify specific requirements as systems vary by manufacturer. Verify build up layers and installation method. Verify

09 05 16 - 3 compatibility with substrate. Use manufacturer’s standard components, compatible with each other and as follows:

1. Liquid applied coating:

a. Resin: epoxy.

b. Formulation Description: Multiple component high solids.

c. Application: Per manufacturer’s written installation requirements.

d. Thickness: minimum 10 mils

D. Material Vapor Permeance: Application shall achieve a permeance rating of less than 0.1 perm in accordance with ASTM E96/E96M.

E. Maximum RH requirement: 100% testing in accordance with ASTM F2170.

2.2 CEMENTITIOUS SELF-LEVELING UNDERLAYMENT

A. System Descriptions:

1. High performance self-leveling underlayment resurfacer. Single component, self-leveling, cementitious material designed for easy application as an underlayment for all types of flooring materials.

It is used for substrate repair and leveling.

B. Products: Subject to compliance with applicable fire, health, environmental, and safety requirements for storage, handling, installation, and clean up. Gypsum-based products are unacceptable.

C. System Characteristics:

1. Wearing Surface: smooth

2. Thickness: Per architectural drawings, ranging from feathered edge to 1”, per application. Applications greater than 1” require additional 3/8” aggregate to mix or as recommended by manufacturer.

Property Test Value

Tensile Strength

ASTM D638 4,400 psi

Volatile Organic Compound

Limits (V.O.C.)

SCAMD Rule 1113 25 grams per liter

Permeance ASTM E96 0.1 perms

Tensile Modulus ASTM D638 1.9X105 psi

Percent Elongation ASTM D638 12%

Cure Rate Per manufacture’s

Data

4 hours Tack free with 24hr recoat window

Bond Strength ASTM D7234 100% bond to concrete failure

09 05 16 - 4

D. Underlayment shall be calcium aluminate cement-based, containing

Portland cement. Gypsum-based products are unacceptable.

E. Compressive Strength: Minimum 4100 psi in 28 days in accordance with

ASTM C109/C109M.

F. Flexural Strength: Minimum 1000 psi in 28 days in accordance with ASTM

C348

G. Dry Time: Underlayment shall receive the application of moisture insensitive tile in 6 hours, floor coverings in 16 hours, and resinous flooring in 3-7 days.

H. Primer: compatible and as recommended by manufacturer for use over intended substrate

I. System Components: Manufacturer's standard components that are compatible with each other and as follows:

1. Primer:

a. Resin: copolymer

b. Formulation Description: single component ready to use.

c. Application Method: Squeegee and medium nap roller.

All puddles shall be removed, and material shall be allowed to dry, 1-2 hours at 70F/21C.

d. Number of Coats: (1) one.

2. Grout Resurfacing Base:

a. Formulation Description: Single component, cementitious self-leveling high-early and high-ultimate strength grout.

b. Application Method: colloidal mix pump, cam rake, spike roll.

1) Thickness of Coats: Per architectural scope, 1” lifts.

2) Number of Coats: More than one if needed.

c. Aggregates: for applications greater than 1inch, require additional 3/8” aggregate to mix.

2.3 CEMENTITIOUS TROWEL-APPLIED UNDERLAYMENT (NOT SUITABLE FOR RESINOUS FLOOR

FINISHES)

A. Underlayment shall be calcium aluminate cement-based, containing

Portland cement. Gypsum-based products are unacceptable.

Property Test Value

Compressive Strength

ASTM C109/C109M

2,200 psi @ 24 hrs

3,000 psi @ 7 days

Initial set time

Final Set time

ASTM C191

30-45 min.

1 to 1.5 hours

Bond Strength

ASTM D7234

100% bond to concrete failure

09 05 16 - 5

B. Compressive Strength: Minimum 4000 psi in 28 days

C. Trowel-applied underlayment shall not contain silica quartz (sand).

D. Dry Time: Underlayment shall receive the application of floor covering in 15-20 minutes.

PART 3 - EXECUTION

3.1 ENVIRONMENTAL REQUIREMENTS

A. Maintain ambient temperature of work areas at not less than 16 degree C

(60 degrees F), without interruption, for not less than 24 hours before testing and not less than three days after testing.

B. Maintain higher temperatures for a longer period of time where required by manufacturer's recommendation.

C. Do not install materials when the temperatures of the substrate or materials are not within 60-85 degrees F/ 16-30 degrees C.

3.2 SURFACE PREPARATION

A. Existing concrete slabs with existing floor coverings:

1. Conduct visual observation of existing floor covering for adhesion, water damage, alkaline deposits, and other defects.

2. BASE BID: Remove existing floor covering and adhesives. Comply with local, state and federal regulations and the RFCI Recommended Work

Practices for Removal of Resilient Floor Coverings, as applicable to the floor covering being removed.

3. BASE BID: Concrete shall meet the requirements of ASTM F710 and be sound, solid, clean, and free of all oil, grease, dirt, curing compounds, and any substance that might act as a bond-breaker before application. As required prepare slab by mechanical methods. No chemicals or solvents shall be used.

1. BID ALTERNATE: Existing concrete and floor covering to be prepared for Moisture Remediation Coating and Cementitious

Underlayment for new floor coverings at areas shown in drawings.

C. General: Prepare and clean substrates according to flooring manufacturer's written instructions for substrate indicated.

D. Prepare concrete substrates per ASTM D4259 as follows:

1. Dry abrasive blasting.

2. Wet abrasive blasting.

3. Vacuum-assisted abrasive blasting.

4. Centrifugal-shot abrasive blasting.

5. Comply with manufacturer's written instructions.

09 05 16 - 6

E. Repair damaged and deteriorated concrete according to flooring manufacturer's written recommendations.

F. Verify that concrete substrates are dry.

G. Perform anhydrous calcium chloride test, ASTM F 1869. Proceed with application only after substrates have maximum moisture-vapor-emission rate of per flooring manufactures formal and project specific written recommendation.

H. Perform in situ probe test, ASTM F2170. Proceed with application only after substrates do not exceed a maximum potential equilibrium relative humidity per flooring manufacture’s formal and project specific written recommendation.

I. Provide a written report showing test placement and results.

J. Prepare joints in accordance with Section 07 92 00, JOINT SEALANTS and material manufacturer’s instructions.

K. Alkalinity: Measure surface pH in accordance with procedures provided in ASTM F710 or as outlined by qualified testing agency or flooring manufacturer’s technical representative.

L. Tolerances: Subsurface shall meet the flatness and levelness tolerance specified on drawings or recommended by the floor finish manufacturer.

Tolerance shall also not to exceed 1/4” deviation in 10’. As required, install underlayment to achieve required tolerance.

M. Other Subsurface: For all other subsurface conditions, such as wood or metal, contact the floor finish or underlayment manufacturer, as appropriate, for proper preparation practices.

3.3 MOISTURE REMEDIATION COATING:

A. Where results of relative humidity testing (ASTM F2170) exceed the requirements of the specified flooring manufacturer, apply remedial coating as specified to correct excessive moisture condition.

B. BASE BID: Prior to remedial floor coating installation mechanically prepare the concrete surface to provide a concrete surface profile in accordance with ASTM D4259.

1BID ALTERNATE: Obtain and follow floor finish or underlayment manufacturer’s recommendations for prerparation of underlayment for new floor covering.

C. Mix and apply moisture remediation coating in accordance with manufacturer’s instructions.

09 05 16 - 7

3.4 CEMENTITOUS UNDERLAYMENT:

A. Install cementitious self-leveling underlayment as required to correct surface defects, floor flatness or levelness corrections to meet the tolerance requirements as or detailed on drawings, address non-moving cracks or joints, provide a smooth surface for the installation of floor covering, or meet elevation requirements detailed on drawings.

B. Mix and apply in accordance with manufacturer's instructions.

3.5 PROTECTION

A. Prior to the installation of the finish flooring, the surface of the underlayment should be protected from abuse by other trades by the use of plywood, tempered hardwood, or other suitable protection course

3.6 FIELD QUALITY CONTROL

A. Where specified, field sampling of products shall be conducted by a qualified, independent testing facility.

- - - E N D - - -

09 05 16 - 8

657-18-111 04-01-15

09 06 00 - i

SECTION 09 06 00

SCHEDULE FOR FINISHES

SECTION 09 06 00-SCHEDULE FOR FINISHES

VAMC: Marion

Location: Marion, Illinois

Project no. and Name: 657A5-18-111 Renovate Building 15

Submission: 100%/Construction Documents 1

Date: June 10, 2019

09 06 00 - ii

09 06 00 - 1

SECTION 09 06 00

SCHEDULE FOR FINISHES

PART I – GENERAL

This section contains a coordinated system in which requirements for materials specified in other sections shown are identified by abbreviated material names and finish codes in the room finish schedule or shown for other locations.

1.2 MANUFACTURERS

Manufacturer’s trade names and numbers used herein are only to identify colors, finishes, textures and patterns. Products of other manufacturer’s equivalent to colors, finishes, textures and patterns of manufacturers listed that meet requirements of technical specifications will be acceptable upon approval in writing by contracting officer for finish requirements.

1.3 SUBMITALS

Submit in accordance with SECTION 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES provide quadruplicate samples for color approval of materials and finishes specified in this section.

1. DIGITAL COLOR PHOTOS-INTERIOR VIEWS:

Room Number and Name Item/View to be Photographed

1.

2.

3.

4.

09 06 00 - 2

1.4 APPLICABLE PUBLICATIONS

A. Publications listed below form a part of this specification to the extent referenced. Publications are referenced in text by basic designation only.

B. MASTER PAINTING INSTITUTE: (MPI)

2001....................Architectural Painting Specification Manual

PART 2- PRODUCTS

2.1 DIGITAL COLOR PHOTOS

A. Size 24 x 35 mm.

B. Labeled for:

1. Building name and Number.

2. Room Name and Number.

2.2 DIVISION 31 - EARTHWORK

A. SECTION 32 17 23, PAVEMENT MARKINGS (NOT USED).

B. SITE AND STREET FURNISHINGS (NOT USED)

2.3 DIVISION 03 – CONCRETE

A. SECTION 03 30 00, CAST IN PLACE CONCRETE

Surface Finish Description

CONCRETE FLOOR – MECH/ELEC ROOMS CLEAR

CONCRETE POLISHED CLEAR

09 06 00 - 3

2.4 DIVISON 04 – MASONRY

2.5 DIVISION 05 – METALS

A. SECTION 05 12 00, STRUCTURAL STEEL FRAMING – per 09 91 00 3.9.B Interior Finishes. B. Metal Work

Component Finish Color

Ferrous Metal Two coats - MPI 48 Interior Alkyd Alpaca / SW 7022 (Latex flat)

E. SECTION 05 50 00, METAL FABRICATION

Item Finish

Steel Covers and Frames for pits and trenches P-3 – SW 7640 Fawn Brindle (Acrylic, Satin)

Loose Lintels EXTPT-6 – Benjamin Moore 1055 Algonquin Trail (Acrylic, Semi-Gloss)

Cast Iron Safety Nosing P-3 – SW 7640 Fawn Brindle (Acrylic, Satin)

Steel Railings and Gates (not on Steel Stairs) P-3 – SW 7640 Fawn Brindle (Acrylic, Satin)

Ornamental Railings P-3 – SW 7640 Fawn Brndle (Acrylic, Satin)

Floor Trap Door and Ceiling Hatch P-3 – SW 7640 Fawn Brndle (Acrylic, Satin)

2.6 DIVISION 06 WOOD, PLASTICS, AND COMPOSITES

B. SECTION 06 20 00, FINISH CARPENTRY

See Section

09 06 00 - 4

2.7 DIVISION 07 - THERMAL AND MOISTURE PROTECTION

. SECTION 07 24 00, EXTERIOR INSULATION AND FINISH SYSTEMS - DEFS

Finish Code Finish Manufacturer Mfg. Color Name/No.

SSF-1 Simulated stucco finish

-ready mixed polymeric coating light tan

STO (or equal) Champagne / 69 93330 – Direct applied exterior finish system – coating over existing stucco – match

Benjamin Moore 1048, Sandy

Brown – Main body color.

N. SECTION 07 60 00, FLASHING AND SHEET METAL

09 06 00 - 5

Item Material Finish

Copings

PFM-1 – Color to match original

Indiana Limestone Buff (Lt. Beige-

Grey) for wall coping color per IL

SHPO letter 5/22/19

Aluminum

Downspouts & Cast-Iron Downspout Boots EXTPT-7 – SW 7048 Urbane Bronze

Aluminum

Scuppers Aluminum EXTPT-7 – SW 7048 Urbane Bronze

Q. SECTION 07 71 00 / 07 72 00, ROOF SPECIALITIES AND ACCESSORIES

Item Material Finish Manufacturer Manufacturer/Color

Name/Number.

Equipment Support Galv. Steel Paint TBD TBD

R. SECTION 07 92 00, JOINT SEALANTS

Location Color Manufacturer Manufacturer Color

Masonry Expansion Joints TBD TBD TBD

CMU Control Joints TBD TBD TBD

New to Existing Walls TBD TBD TBD

Masonry Sealed Joints TBD TBD TBD

2.8 DIVISION 08 - OPENINGS

A. SECTION 08 11 13, HOLLOW METAL DOORS AND FRAMES

09 06 00 - 6

Paint both sides of door and frames same color including ferrous metal louvers, and hardware attached to door

Component Color of Paint Type and Gloss

Door P-3

Frame P-3

Window frame P-7/EXPT-7

B. SECTION 08 14 00, WOOD DOORS

Component Finish/Color

Doors – Corridor, Office Doors – Match VA Marion standards; approved samples required for final selection

Red Oak Plain Sliced W/Cherry stain / Timber TI18 – or – Savannah SA18 – VT Industries (or equal)

Frames HM frame – paint HM door frames

C. SECTION 08 31 13, ACCESS DOORS AND FRAMES

Material Finish/Color

Steel Match adjacent finish/color

J. SECTION 08 41 13, ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS & SECTION 08 42 43, COMPOSITE METAL

PANELS

Material Finish Manufacturer Manufacturer Color

Name/No.

09 06 00 - 7

Aluminum Painted – Flurocarbon w/

70% PVPF (Kynar 500)

(AAMA 2605) or Powder

Coating (AAMA 2604)

Kawnweer (or equal) Medium Bronze – no metallic or anodized finishes per IL SHPO letter 5/22/19

Glass Bronze tint Guardian (or equal)

L. SECTION 08 51 23, STEEL WINDOW (NOT USED)

M. SECTION 08 51 13, ALUMINUM WINDOWS

Type Finish Glazing Manufacturer Mfg. Color Name/No.

Fixed Medium Bronze –

Flurocarbon w/

70% PVPF (Kynar

500) (AAMA 2605)

Bronze Tint Wausau (or equal) Match Kawneer Medium

Bronze – no metallic or anodized finishes per IL

SHPO letter 5/22/19

S.SECTION 06 20 OO, FINISH CARPENTRY -WINDOW SILLS

Room No. and Name Material Finish

Typical all exterior windows Solid Surface – Aristech

Surfaces/Avonite Surfaces

Recycled Content - Coastline F1-

T. SECTION 06 20 00, FINISH CARPENTRY -WINDOW STOOLS

Room No. and Name Material Finish

Finish Carpentry (06 20 00)

Solid Surface – Aristech

Surfaces/Avonite Surfaces

Recycled Content - Coastline F1-

09 06 00 - 8

U. SECTION 08 71 00, BUILDERS HARDWARE

Item Material Finish

Hinges Brass/Bronze, Stainless Steel 626, 630

Door Closers Stainless Steel 630

Closer/ Holder Stainless Steel 630

Door Holders Stainless Steel 630

Lock/ Latches Brass/Bronze, Stainless Steel 626, 630

Armor Plates – KP-2 Stainless Steel

Brushed Stainless Steel – See HW

Schedule for size; use with HM doors – Match VA Marion Standards

Kick Mop Plates – KP-1 Stainless Steel

Brushed Stainless Steel – See HW

Schedule for size; use W/ Wood doors – Match VA Marion Standards

Door Edging Stainless Steel 630

Exit Device Brass/Bronze, Stainless Steel 626, 630

Door Pulls Stainless Steel 630

Push Plates Stainless Steel 630

Combination Push Pull Plate Stainless Steel 630

Weather Strip Neoprene/Extruded Aluminum Black/Mill Finish Aluminum

Threshold Extruded Aluminum Mill Finish Aluminum

V. SECTION 08 80 00, GLAZING

Glazing Type Manufacturer Mfg. Color Name/No.

G-6 Guardian (or equal) Bronze (TBD)

G-7 Guardian (or equal) Bronze (TBD)

G-8 Guardian (or equal) Bronze (TBD)

G-9 Guardian (or equal) Bronze (TBD)

09 06 00 - 9

G-10 Guardian (or equal) Bronze (TBD)

2.9 DIVISION 09 - FINISHES

2. SECTION 09 30 13, CERAMIC TILING

Finish Code Manufacturer Mfg. Color Name/No

CT-1 American Orlean or approved equal Scene/Horizon SC04UNP - floors med gray, 42” x 24”- MATCH MARION VA

STANDARD

CT-2 American Orlean or approved equal Urban Canvas/Gloss Light Smoke

0042 – Coved base, 4” x 12” –

MATCH MARION VA STANDARD

CT-3 American Orlean or approved equal Urban Canvas/Gloss Light Smoke

0042 – walls + bullnose, gray 4” x

12” – MATCH MARION VA STANDARD

CT-4 American Orlean or approved equal Color Appeal/Mountain Morning

Blend C140 3X Random Mosaic – Wall accents – random mosaic – MATCH

MARION VA STANDARD

3. SECTION 09 30 13, QUARRY TILE (QT)

Finish Code Size Shape Pattern Manufacturer Mfg. Color Name/No.

QT-1 Quarry Tile DAL-Tile or approved equal

Arid Gray / 0Q42 –

FLOOR TILE AND BASE –

HAC CLOSETS – MATCH

MARION VA STANDARD

09 06 00 - 10

4. SECTION 09 30 13, QUARRY TILE GROUT

Finish Code Manufacturer Mfg. Color Name/No.

GR-1 Mapei or approved equal FLEXCOLOR CQ/WARM GREY 93 FLOORS AND

WALLS

F. SECTION 09 51 00, ACOUSTICAL CEILINGS

Finish Code Component Color Pattern Manufacturer Mfg Name/No.

Exposed Suspension

System

White Armstrong Grid – Armstrong

Prelude XL

AT-1 ASTM Type III Cortega 823, 2’x4’x

15/16” / white

Armstrong or equal , Cortega 823, 2’x4’x 15/16” / white Square edge tiles

Type III A

AT-2 ASTM Type IV Clean Room VL perforated 871, 2’x4’x15/16” / white

Armstrong or equal Clean Room VL perforated 871, 2’x4’x15/16” / white

W/Fireguard, mold & mildew protection, Humiguard Plus, Vinyl faced; Grid –

Armstrong Prelude

XL, 15/16” W / White

I. SECTION 09 65 19, RESILIENT TILE FLOORING

Finish Code Size Material/Component Manufacturer Mfg Name/No.

09 06 00 - 11

R-1 1/8” thick RT ROPPE (or equal)

Raised design rubber tile, raised square design 994 / Pewter

178 – USE IN PROJECT

ENGINEERS AREA AND

FLOOR RAMP

TR-1 Floor Transition Reducer between LVT-

1/R-1/RES-2 and concrete – 1/8”-0” T and 1” W

ROPPE (or equal)

#22 / Pewter 178

TR-2 Floor Transition Transition between

LVT-1 and QT-1 –

3/8”-1/8”T x 3-1/2 W

TR-3 Floor Transition Between QT-1 and

Concrete – 3/8”-0”

T, 3 1,2” W

TR-4 Floor Transition Between RES-2 and

Concrete – 0.080” –

0”T x 1” W

L. SECTION 09 65 13, RESILIENT BASE STAIR TREADS AND ACCESSORIES

Finish Code Item Height Manufacturer Mfg Name/No.

RB-1 Rubber Base (RB) 4” H Coved-Use/w resilient/rubber concrete flooring –

Factory formed inside corners (ICI) and outside corners

(OC); Match VA

Marion Standard

ROPPE (or equal) Pinnacle rubber base, standard toe/

Pewter 178

ST-1 Resilient Stair

Treads (RST)

ROPPE (or equal) #94 Raised design

Tread Pewter 178

Raised square pattern smooth

09 06 00 - 12 risers- mechanical room

Sheet Rubber

Flooring (SRF)

Q. SECTION 09 67 23, EPOXY RESINOUS FLOORING (ERF) (not used)

T. SECTION 09 91 00, PAINT AND COATINGS

1. MPI Gloss and Sheen Standards

Gloss @60 Sheen @85

Gloss Level 1 a traditional matte finish-flat max 5 units, and max 10 units

Gloss Level 2 a high side sheen flat-“a velvet-like” max 10 units, and finish 10-35 units

Gloss Level 3 a traditional “egg-shell like” finish 10-25 units, and 10-35 units

Gloss Level 4 a “satin-like” finish 20-35 units, and min. 35 units

Gloss Level 5 a traditional semi-gloss 35-70 units

Gloss Level 6 a traditional gloss 70-85 units

Gloss level 7 a high gloss more than 85 units

2. Paint code Gloss Manufacturer Mfg. Color Name/No.

P-1/EP-1 Worldly Gray SW 7043

(Latex Eggshell)

Sherwin Williams (or approved equal)

Worldly Gray SW 7043

P-2/EP-2 Ceiling Bright White

SW 7007 (Latex Flat)

Sherwin Williams (or approved equal)

Ceiling Bright White SW 7007

P-3/EXPT-3 Fawn Brindle SW 7640

(Acrylic Satin)

Sherwin Williams Latex

(or approved equal)

Fawn Brindle SW 7640

P-4 Rockwood Dark Red /SW

2801 (Latex Flat)

Sherwin Williams (or approved equal)

Rockwood Dark Red /SW 2801

09 06 00 - 13

P-5 Alpaca / SW 7022

(Latex Flat)

Sherwin Williams (or approved equal)

Alpaca / SW 7022

P-6 EXPT-6 Algonquin Trail 1005

(Acrylic Semi-gloss)

Benjamin Moore (or approved equal)

Algonquin Trail 1005

P-7/EXPT-7 Urbane Bronze SW 7048

(Acrylic Semi-gloss

Sherwin Williams (or approved equal)

Urbane Bronze SW 7048

3. Stain Code (S) Gloss and Transparency Manufacturer Mfg. Color Name/No.

Semi

ST-1 Wood Classics interior oil stain/bright cherry SW 3109

Sherwin Williams (or approved equal)

Sherwin Williams SW 3109 – wood trim, match red oak doors with w/cherry stain finish – Match VA Marion

Standards

4. Clear coatings Code(CC) Gloss Manufacturer Mfg. Color Name/No.

CC

CC

2.10 DIVISION 10 - SPECIALTIES

A. SECTION 10 11 13 / 10 11 23, CHALKBOARDS / MARKERBOARDS / TACKBOARDS

F. SECTION 10 26 00, WALL GUARDS AND CORNER GUARDS

Item Material Manufacturer Mfg. Color Name/No.

Corner Guards – CG-1 Vinyl – SM-20’-3”

(corners) SSM-25A – 2”

(wall ends)

INPRO (or approved equal) 150BN Blunose/clam shell

0154-OR-Chino 0258 – located at outside corners & wall ends, 48” high unless other shown on interior elevation – match P-1 color

09 06 00 - 14

H. SECTION 10 28 00 / 10 14 00 / 11 17 36, MISCELLANEOUS SPECIALITIES

Room No. and Name Item Finish Manufacturer Mfg. Color Name/No.

Mop racks Stainless Steel Bradley (or equal) TBD

Lobby Clock

I. SECTION 10 13 00 / 10 14 00, EXTERIOR SIGNS

Component Finish Manufacturer Mfg. Color Name/No.

J. SECTION 10 13 00 / 10 14 00, INTERIOR SIGNS

Sign Type Component Manufacturer Mfg. Color Name/No.

A TBD 2/90 Sign Systems (Match VA Marion facility standards)

AA TBD 2/90 Sign Systems (Match VA Marion facility standards)

B TBD 2/90 Sign Systems (Match VA Marion facility standards)

BB TBD 2/90 Sign Systems (Match VA Marion facility standards)

C TBD 2/90 Sign Systems (Match VA Marion facility standards)

CC TBD 2/90 Sign Systems (Match VA Marion facility standards)

D TBD 2/90 Sign Systems (Match VA Marion facility standards)

09 06 00 - 15

DD TBD 2/90 Sign Systems (Match VA Marion facility standards)

E TBD 2/90 Sign Systems (Match VA Marion facility standards)

EE TBD 2/90 Sign Systems (Match VA Marion facility standards)

K. SECTION 10 44 13, FIRE EXTNGUISHER CABINETS

Component Material Finish

Cabinet Steel White Baked Enamel

L. SECTION 10 28 00, TOILET AND BATH ACCESSORIES

Item Material Manufacturer Mfg. Color Name/No.

Toilet Paper Holder Chrome Zamac Bradley (or equal) 626

Sanitary Napkin Disposal Stainless Steel Bradley (or equal) 630

Sanitary Napkin Dispenser Stainless Steel Bradley (or equal) 630

Soap Dispenser Chrome/Plastic Bradley (or equal) 630

Shower Curtain Rod Chrome-plated Steel Bradley (or equal) 626

2.11 DIVISION II – EQUIPMENT

2.12 DIVISION 12- FURNISHINGS

C. SECTION 12 36 00, COUNTERTOPS AND ACCESSORIES

Type Finish/Color

09 06 00 - 16

Plastic Laminate Wilson Art (or equal) - Montana Walnut 7110K-76 Dark Brown woodtone; Casework, Reception Counter vertical faces

Solid Surface Aristech Surfaces (or approved Equal) – Avonite Surfaces, recycled content / Coastline F1-1310 – 12mm (1/2”) sills + aprons, white-gray – Window sills/aprons- match VA Sample

F. SECTION 12 24 00, WINDOW SHADES

Component Material Manufacturer Mfg. Color Name/No.

Shade Cloth

Roller shades – all windows unless noted otherwise

75% PVC, 25% Polyester -

5% Openness, Basketweave,

17.6 oz/SY

MECHO (or approved equal) THERMO-VEIL / 5% Silver

Birch 1319 –

5 Slim Line fascia

Roller shades – conference rooms windows

66% Acrylic, 35%

Fiberglass - Opaque w/

Acrylic Backing, 12.7 oz/SY

MECHO (or approved equal) BLACK OUT / Silver 0105 –

5 Slim Line fascia

NOTE: If Deduct Alternate #2 is accepted, Roller Shades will be deleted from all windows.

2.13 DIVISION 13 - SPECIAL CONSTRUCTION

B. SECTION 13 05 41, SEISMIC RESTRAINT REQUIREMENTS FOR NON STRUCTURAL COMPONENETS

Item Location Finish Color

09 06 00 - 17

2.15 DIVISION 22 - PLUMBING

A. SECTION 22 40 00, PLUMBING FIXTURES AND TRIM

Item Color

Water Closet White

Urinal White

Lavatories White

Service Sink Corner TBD

Service Sink TBD

2.16 DIVISON 26 - ELECTRICAL

A. SECTION 26 51 00, BUILDING LIGHTING INTERIOR

Fixture Type Exterior Finish Color

(2x LED Troffers) Baked Enamel White

TBD TBD TBD

B. SECTION 26 56 00, SITE LIGHTING

Type and Component Exterior Finish Manufacturer Mfg. Name/No.

Wall-Mtd Exterior Light Dark Bronze Anodized TBD TBD

09 06 00 - 18

PART III EXECUTION

3.1 FINISH SCHEDULES & MISCELLANEOUS ABBREVIATIONS

FINISH SCHEDULE & MISCELLANEOUS ABBREVIATIONS

Term Abbreviation

Access Flooring AF

Accordion Folding

Partition

AFP

Acoustical Ceiling AT

Acoustical Ceiling, Special Faced

AT (SP)

Acoustical Metal Pan

Ceiling

AMP

Acoustical Wall Panel AWP

Acoustical Wall

Treatment

AWT

Acoustical Wallcovering AWF

Anodized Aluminum

Colored

AAC

Anodized Aluminum

Natural Finish

AA

Baked On Enamel BE

Brick Face BR

Brick Flooring BF

Brick Paving BP

Carpet CP

Carpet Athletic

Flooring

CAF

Carpet Module Tile CPT

Ceramic Glazed Facing

Brick

CGFB

Ceramic Mosaic Tile FTCT

Concrete C

Concrete Masonry Unit CMU

Divider Strips Marble DS MB

Epoxy Coating EC

Epoxy Resin Flooring ERF

Existing E

Exposed Divider Strips EXP

Exterior EXT

Exterior Finish System EFS

Exterior Paint EXT-P

Exterior Stain EXT-ST

Fabric Wallcovering WF

Facing Tile SCT

Feature Strips FS

Floor Mats & Frames FM

Floor Tile, Mosaic FT

Fluorocarbon FC

Folding Panel Partition FP

Foot Grille FG

Glass Masonry Unit GUMU

Glazed Face CMU GCMU

Glazed Structural

Facing Tile

SFTU

Granite GT

Gypsum Wallboard GWB

High Glazed Coating SC

Latex Mastic Flooring LM

Linear Metal Ceiling LMC

Linear Wood Ceiling LWC

Marble MB

Material MAT

Mortar M

09 06 00 - 19

Multi-Color Coating MC

Natural Finish NF

Paint P

Paver Tile PVT

Perforated Metal Facing

(Tile or Panels)

PMF

Plaster PL

Plaster High Strength HSPL

Plaster Keene Cement KC

Plastic Laminate HPDL

Polypropylene Fabric

Wallcovering

PFW

Porcelain Paver Tile PPT

Quarry Tile QT

Radiant Ceiling Panel

System

RCP

Resilient Stair Tread RST

Rubber Base RB

Rubber Tile Flooring RT

Spandrel Glass SLG

Stain ST

Stone Flooring SF

Structural Clay SC

Suspension Decorative

Grids

Grids

SDG

Terrazzo Portland

Cement

PCT

Terrazzo Tile TT

Terrazzo, Thin Set

Textured Gypsum Ceiling

Panel

TGC

Textured Metal Ceiling

Panel

TMC

Thin set Terrazzo TST

Veneer Plaster VP

Vinyl Base VB

Vinyl Coated Fabric

Wallcovering

W

Vinyl Composition Tile VCT

Vinyl Sheet Flooring VSF

Vinyl Sheet Flooring

(Welded Seams)

WSF

Wall Border WB

Wood WD

3.2 FINSIH SCHEDULE SYMBOLS

Symbol Definition

** Same finish as adjoining walls

- No color required

E Existing

XX To match existing

EFTR Existing finish to remain

RM Remove

09 06 00 - 20

3.3 ROOM FINISH SCHEDULE

B. ROOM FINISH SCHEDULE

REFER TO DRAWINGS FOR ROOM FINISH SCHEDULE

--- E N D---

657A5-18-111 06-01-18

09 22 16 - 1

SECTION 09 22 16

NON-STRUCTURAL METAL FRAMING

PART 1 - GENERAL

1.1 DESCRIPTION

This section specifies steel studs wall systems, shaft wall systems, ceiling or soffit suspended or furred framing, wall furring, fasteners, and accessories for the screw attachment of gypsum board, plaster bases or other building boards.

1.2 RELATED WORK

B. Support for wall mounted items: Section 05 50 00, METAL FABRICATIONS.

D. Ceiling suspension systems for acoustical tile or panels and lay in gypsum board panels: Section 09 51 00, ACOUSTICAL CEILINGS/

1.3 TERMINOLOGY

A. Description of terms shall be in accordance with ASTM C754, ASTM C11, ASTM C841 and as specified.

B. Underside of Structure Overhead: In spaces where steel trusses or bar joists are shown, the underside of structure overhead shall be the underside of the floor or roof construction supported by beams, trusses, or bar joists. In interstitial spaces with walk-on floors the underside of the walk-on floor is the underside of structure overhead.

C. Thickness of steel specified is the minimum bare (uncoated) steel thickness.

1.4 SUBMITTALS

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

DATA, AND SAMPLES.

B. Manufacturer's Literature and Data:

1. Studs, runners and accessories.

2. Hanger inserts.

3. Channels (Rolled steel).

4. Furring channels.

5. Screws, clips and other fasteners.

C. Shop Drawings:

1. Typical ceiling suspension system.

2. Typical metal stud and furring construction system including details around openings and corner details.

3. Typical shaft wall assembly

4. Typical fire rated assembly and column fireproofing showing details of construction same as that used in fire rating test.

09 22 16 - 2

D. Test Results: Fire rating test designation, each fire rating required for each assembly.

1.5 DELIVERY, IDENTIFICATION, HANDLING AND STORAGE

In accordance with the requirements of ASTM C754.

1.6 APPLICABLE PUBLICATIONS

A. The publications listed below form a part of this specification to the extent referenced. The publications are referenced in the text by the basic designation only.

B. American Society For Testing And Materials (ASTM)

A641-09.................Zinc-Coated (Galvanized) Carbon Steel Wire

A653/653M-11............Specification for Steel Sheet, Zinc Coated

(Galvanized) or Zinc-Iron Alloy-Coated

(Galvannealed) by Hot-Dip Process.

C11-10..................Terminology Relating to Gypsum and Related

Building Materials and Systems

C635-07.................Manufacture, Performance, and Testing of Metal

Suspension System for Acoustical Tile and

Lay-in Panel Ceilings

C636-08.................Installation of Metal Ceiling Suspension

Systems for Acoustical Tile and Lay-in Panels

C645-09.................Non-Structural Steel Framing Members

C754-11.................Installation of Steel Framing Members to

Receive Screw-Attached Gypsum Panel Products

C841-03(R2008)..........Installation of Interior Lathing and Furring

C954-10.................Steel Drill Screws for the Application of

Gypsum Panel Products or Metal Plaster Bases to

Steel Studs from 0.033 in. (0.84 mm) to 0.112

in. (2.84 mm) in Thickness

E580-11.................Application of Ceiling Suspension Systems for

Acoustical Tile and Lay-in Panels in Areas

Requiring Moderate Seismic Restraint.

PART 2 - PRODUCTS

2.1 PROTECTIVE COATING

Galvanize steel studs, runners (track), rigid (hat section) furring channels, "Z" shaped furring channels, and resilient furring channels, with coating designation of G40 or equivalent.

2.2 STEEL STUDS AND RUNNERS (TRACK)

A. ASTM C645, modified for thickness specified and sizes as shown.

09 22 16 - 3

1. Use C 645 steel, 0.75 mm (0.0296-inch) minimum base-metal (30 mil).

2. Runners same thickness as studs.

3. Exception: Members that can show certified third party testing with gypsum board in accordance with ICC ES AC86 (Approved May 2012) need not meet the minimum thickness limitation or minimum section properties set forth in ASTM C 645. The submission of an evaluation report is acceptable to show conformance to this requirement. Use C

645 steel, 0.48mm (0.019 inch) minimum base-metal (19 mil).

B. Provide not less than two cutouts in web of each stud, approximately

300 mm (12 inches) from each end, and intermediate cutouts on approximately 600 mm (24-inch) centers.

C. Doubled studs for openings and studs for supporting concrete backer-board.

D. Studs 3600 mm (12 feet) or less in length shall be in one piece.

E. Shaft Wall Framing:

1. Conform to rated wall construction.

2. C-H Studs or C-T Studs.

3. E Studs.

4. J Runners.

5. Steel Jamb-Strut.

2.3 FURRING CHANNELS

A. Rigid furring channels (hat shape): ASTM C645.

B. Resilient furring channels:

1. Not less than 0.45 mm (0.0179-inch) thick bare metal.

2. Semi-hat shape, only one flange for anchorage with channel web leg slotted on anchorage side, channel web leg on other side stiffens fastener surface but shall not contact anchorage surface other channel leg is attached to.

C. "Z" Furring Channels:

1. Not less than 0.45 mm (0.0179-inch)-thick base metal, with 32 mm

(1-1/4 inch) and 19 mm (3/4-inch) flanges.

2. Web furring depth to suit thickness of insulation.

D. Rolled Steel Channels: ASTM C754, cold rolled; or, ASTM C841, cold rolled.

2.4 FASTENERS, CLIPS, AND OTHER METAL ACCESSORIES

A. ASTM C754, except as otherwise specified.

B. For fire rated construction: Type and size same as used in fire rating test.

09 22 16 - 4

C. Fasteners for steel studs thicker than 0.84 mm (0.033-inch) thick. Use

ASTM C954 steel drill screws of size and type recommended by the manufacturer of the material being fastened.

D. Clips: ASTM C841 (paragraph 6.11), manufacturer’s standard items.

Clips used in lieu of tie wire shall have holding power equivalent to that provided by the tie wire for the specific application.

E. Concrete ceiling hanger inserts (anchorage for hanger wire and hanger straps): Steel, zinc-coated (galvanized), manufacturers standard items, designed to support twice the hanger loads imposed and the type of hanger used.

F. Tie Wire and Hanger Wire:

1. ASTM A641, soft temper, Class 1 coating.

2. Gage (diameter) as specified in ASTM C754 or ASTM C841.

G. Attachments for Wall Furring:

1. Manufacturers standard items fabricated from zinc-coated (galvanized) steel sheet.

2. For concrete or masonry walls: Metal slots with adjustable inserts or adjustable wall furring brackets. Spacers may be fabricated from 1 mm

(0.0396-inch) thick galvanized steel with corrugated edges.

H. Power Actuated Fasteners: Type and size as recommended by the manufacturer of the material being fastened.

2.5 SUSPENDED CEILING SYSTEM FOR GYPSUM BOARD (OPTION)

A. Conform to ASTM C635, heavy duty, with not less than 35 mm (1-3/8 inch) wide knurled capped flange face designed for screw attachment of gypsum board.

B. Wall track channel with 35 mm (1-3/8 inch) wide flange.

PART 3 - EXECUTION

3.1 INSTALLATION CRITERIA

A. Where fire rated construction is required for walls, partitions, columns, beams and floor-ceiling assemblies, the construction shall be same as that used in fire rating test.

B. Construction requirements for fire rated assemblies and materials shall be as shown and specified, the provisions of the Scope paragraph (1.2) of ASTM C754 and ASTM C841 regarding details of construction shall not apply.

3.2 INSTALLING STUDS

A. Install studs in accordance with ASTM C754, except as otherwise shown or specified.

09 22 16 - 5

B. Space studs not more than 610 mm (24 inches) on center.

C. Cut studs 6 mm to 9 mm (1/4 to 3/8-inch) less than floor to underside of structure overhead when extended to underside of structure overhead.

D. Where studs are shown to terminate above suspended ceilings, provide bracing as shown or extend studs to underside of structure overhead.

E. Extend studs to underside of structure overhead for fire, rated partitions, smoke partitions, shafts, and sound rated partitions and insulated exterior wall furring.

F. At existing plaster ceilings and where shown, studs may terminate at ceiling as shown.

G. Openings:

1. Frame jambs of openings in stud partitions and furring with two studs placed back to back or as shown.

2. Fasten back to back studs together with 9 mm (3/8-inch) long Type S pan head screws at not less than 600 mm (two feet) on center, staggered along webs.

3. Studs fastened flange to flange shall have splice plates on both sides approximately 50 X 75 mm (2 by 3 inches) screwed to each stud with two screws in each stud. Locate splice plates at 600 mm (24 inches) on center between runner tracks.

H. Fastening Studs:

1. Fasten studs located adjacent to partition intersections, corners and studs at jambs of openings to flange of runner tracks with two screws through each end of each stud and flange of runner.

2. Do not fasten studs to top runner track when studs extend to underside of structure overhead.

I. Chase Wall Partitions:

1.