VABP-B1_Bid_Spec_Vol-2_of_4.pdf

Bay Pines VAMC Inpatient & Outpatient Improvements

Construction Documents B1 - Pact Primary Care Renovations

Specifications Vol. 2 of 4 Divisions 9 – 14 Project No. 516CA2005 December 21, 2020

BAY PINES VAMC Project No. 516CA2005 Inpatient & Outpatient Improvements Construction Documents B1 PACT Primary Care Renovations 04/21/20

SPECIFICATIONS

Architect of Record:

4/21/20 Signature and Stamp Date

Civil Engineer of Record:

4/21/20 Signature and Stamp Date

Landscape Architect of Record:

4/21/20 Signature and Stamp Date

B1 PACT Primary Care Renovations 04/21/20

Structural Engineer of Record:

4/21/20 Signature and Stamp Date

Telecommunications Engineer of Record:

4/21/20 Signature and Stamp Date

Fire Protection Engineer of Record:

4/21/20 Signature and Stamp Date

Telecommunications Engineer of R

B1 PACT Primary Care Renovations 04/21/20

TABLE OF CONTENTS

00 01 10-1

Section 00 01 10

TABLE OF CONTENTS

Sect. No. Section Title DATE

VOLUME 1

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 General Requirements 4/21/20 01 32 16.13 Network Analysis Schedules – Major Construction

Project Design-Bid-Build 4/21/20

01 33 23 Shop Drawings, Product Data, and Samples 4/21/20 01 35 26 Safety Requirements 4/21/20 01 42 19 Reference Standards 4/21/20 01 45 00 Quality Control 4/21/20 01 45 29 Testing Laboratory Services 4/21/20 01 57 19 Temporary Environmental Controls 4/21/20 01 74 19 Construction Waste Management 4/21/20 01 81 13 Sustainable Construction Requirements 4/21/20 01 91 00 General Commissioning Requirements 4/21/20

DIVISION 02 – EXISTING CONDITIONS

02 21 13 Site Surveys 4/21/20 02 41 00 Demolition 4/21/20 02 82 13.19 Asbestos Floor Tile and Mastic Abatement 4/21/20 02 83 33.13 Lead-Based Paint Removal and Disposal 4/21/20

DIVISION 03 - CONCRETE

03 30 53 Cast-In-Place Concrete 4/21/20 03 41 33 Precast Structural Pretensioned Concrete 4/21/20 03 45 13 Precast Architectural Concrete Trim 4/21/20

DIVISION 04 - MASONRY

04 05 13 Masonry Mortaring 4/21/20 04 05 16 Masonry Grouting 4/21/20 04 20 00 Unit Masonry 4/21/20

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 4/21/20 05 36 00 Composite Metal Decking 4/21/20 05 50 00 Metal Fabrications 4/21/20

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry 4/21/20 06 20 00 Finish Carpentry 4/21/20

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 14 16 Cold Fluid Applied Waterproofing 4/21/20

B1 PACT Primary Care Renovations 04/21/20

TABLE OF CONTENTS

00 01 10-2

07 21 13 Thermal Insulation 4/21/20 07 22 00 Roof and Deck Insulation 4/21/20 07 54 23 Thermoplastic Polyolefin (TPO) Roofing 4/21/20 07 60 00 Flashing and Sheet Metal 4/21/20 07 71 00 Roof Specialties 4/21/20 07 81 00 Applied Fireproofing 4/21/20 07 84 00 Firestopping 4/21/20 07 92 00 Joint Sealants 4/21/20 07 95 13 Expansion Joint Cover Assemblies 4/21/20

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 4/21/20 08 12 16 Interior Aluminum Framing 4/21/20 08 14 00 Interior Wood Doors 4/21/20 08 17 10 Integrated Door Assemblies 4/21/20 08 31 13 Access Doors and Frames 4/21/20 08 33 13 Coiling Counter Doors 4/21/20 08 71 00 Door Hardware 4/21/20 08 80 00 Glazing 4/21/20 08 90 00 Wall Louvers 4/21/20

VOLUME 2

DIVISION 09 – FINISHES

09 05 16 Subsurface Preparation For Floor Finishes 4/21/20 09 06 00 Schedule for Finishes 4/21/20 09 22 16 Non-Structural Metal Framing 4/21/20 09 29 00 Gypsum Board 4/21/20 09 30 13 Ceramic/Porcelain Tiling 4/21/20 09 51 00 Acoustical Ceilings 4/21/20 09 65 13 Resilient Wall Base 4/21/20 09 65 16 Resilient Sheet Flooring 4/21/20 09 65 19 Resilient Tile Flooring 4/21/20 09 67 23.50 Resinous Terrazzo Flooring (RES-5) 4/21/20 09 68 00 Carpeting 4/21/20 09 84 33 Sound-Absorbing Wall Units 4/21/20 09 91 00 Painting 4/21/20

DIVISION 10 – SPECIALTIES

10 21 23 Cubicle Curtains and Curtain Tracks 4/21/20 10 26 00 Wall Protection 4/21/20 10 28 00 Toilet, Bath, and Laundry Accessories 4/21/20 10 31 00 Manufactured Fireplaces 4/21/20 10 44 13 Fire Extinguisher and Valve Cabinets 4/21/20 10 56 13 Wood-Clad Metal Library Shelving 4/21/20

DIVISION 11 - EQUIPMENT

11 00 00 Healthcare Equipment Schedule 4/21/20 11 73 00 Ceiling Mounted Patient Lift System 4/21/20

00 01 10-3

DIVISION 12 - FURNISHINGS

12 34 00 Plastic Laminate Casework 4/21/20

DIVISION 14– CONVEYING EQUIPEMENT

14 92 00 6” Pneumatic Tubes 4/21/20

VOLUME 3

DIVISION 21- FIRE SUPPRESSION

21 05 12 Motor Requirements For Fire-Suppression Equipment 4/21/20 21 10 00 Water-Based Fire-Suppression Systems 4/21/20 21 13 13 Wet-Pipe Sprinkler Systems 4/21/20

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing 4/21/20 22 05 12 General Motor Requirements for Plumbing Equipment 4/21/20 22 05 19 Meters and Gages for Plumbing Piping 4/21/20 22 05 23 General-Duty Valves for Plumbing Piping 4/21/20 22 07 11 Plumbing Insulation 4/21/20 22 08 00 Commissioning of Plumbing Systems 4/21/20 22 11 00 Facility Water Distribution 4/21/20 22 11 23 Domestic Water Pumps 4/21/20 22 13 00 Facility Sanitary and Vent Piping 4/21/20 22 13 23 Sanitary Waste Interceptors 4/21/20 22 14 00 Facility Storm Drainage 4/21/20 22 14 29 Sump Pumps 4/21/20 22 40 00 Plumbing Fixtures 4/21/20 22 62 00 Vacuum Systems for Healthcare Facilities 4/21/20 22 63 00 Gas Systems for Healthcare Facilities 4/21/20

DIVISION 23 – HEATING, VENTILATING, AND AIR

CONDITIONING (HVAC)

23 05 11 Common Work Results for HVAC and Steam Generation 4/21/20 23 05 12 General Motor Requirements for HVAC and Steam

Generation Equipment 4/21/20

23 05 13 Coordination Drawings 4/21/20 23 05 41 Noise and Vibration Control for HVAC Piping and

Equipment 4/21/20

23 05 93 Testing, Adjusting, and Balancing for HVAC 4/21/20 23 07 11 HVAC and Boiler Plant Insulation 4/21/20 23 08 00 Commissioning of HVAC Systems 4/21/20 23 09 23 Direct-Digital Control System for HVAC 4/21/20 23 09 24 Variable Frequency Drives (VFD) for HVAC 4/21/20 23 10 00 Facility Fuel Oil Systems 4/21/20 23 21 13 Hydronic Piping 4/21/20 23 21 23 Hydronic Pumps 4/21/20 23 22 13 Steam and Condensate Heating Piping 4/21/20 23 25 00 HVAC Water Treatment 4/21/20 23 31 00 HVAC Ducts and Casings 4/21/20 23 34 00 HVAC Fans 4/21/20

00 01 10-4

23 36 00 Air Terminal Units 4/21/20 23 37 00 Air Outlets and Inlets 4/21/20 23 40 00 HVAC Air Cleaning Devices 4/21/20 23 72 00 Air-To-Air Energy Recovery Equipment 4/21/20 23 73 00 Indoor Central-Station Air-Handling Units 4/21/20 23 82 00 Convection Heating and Cooling Units 4/21/20 23 82 16 Air Coils 4/21/20

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 4/21/20 26 05 13 Medium-Voltage Cables 4/21/20 26 05 19 Low-Voltage Electrical Power Conductors and Cables 4/21/20 26 05 26 Grounding and Bonding for Electrical Systems 4/21/20 26 05 33 Raceway and Boxes for Electrical Systems 4/21/20 26 05 41 Underground Electrical Construction 4/21/20 26 05 73 Overcurrent Protection Device Coordination Study 4/21/20 26 08 00 Commissioning of Electrical Systems 4/21/20 26 09 23 Lighting Controls 4/21/20 26 11 16 Secondary Unit Substations 4/21/20 26 13 16 Medium-Voltage Fusible Interrupter Switches 4/21/20 26 22 00 Low-Voltage Transformers 4/21/20 26 23 00 Low-Voltage Switchgear 4/21/20 26 24 13 Distribution Switchboards 4/21/20 26 24 16 Panelboards 4/21/20 26 27 26 Wiring Devices 4/21/20 26 29 21 Enclosed Switches and Circuit Breakers 4/21/20 26 32 13 Engine Generators 4/21/20 26 36 23 Automatic Transfer Switches 4/21/20 26 43 13 Surge Protective Devices 4/21/20 26 51 00 Interior Lighting 4/21/20 26 55 71 Medical and Surgical Lighting Fixtures 4/21/20 26 56 00 Exterior Lighting 4/21/20

VOLUME 4

DIVISION 27 – COMMUNICATIONS

27 05 11 Requirements for Communications Installations 4/21/20 27 05 26 Grounding and Bonding for Communications Systems 4/21/20 27 05 33 Raceways and Boxes for Communications Systems 4/21/20 27 11 00 Telecommunications Room Fittings 4/21/20 27 15 00 Communications Structured Cabling 4/21/20 27 41 31 Master Antenna Television Equipment and Systems 4/21/20 27 51 16 Public Address and Mass Notification Systems 4/21/20 27 52 23 Nurse Call and Code Blue Systems 4/21/20

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 05 11 Requirements for Electronic Safety and Security Installations

4/21/20

28 05 13 Conductors and Cables for Electronic Safety and Security

4/21/20

28 05 26 Grounding and Bonding for Electronic Safety and Security

4/21/20

28 05 33 Raceways and Boxes for Electronic Safety and 4/21/20

00 01 10-5

Security 28 13 11 Physical Access Control System (PACS) 4/21/20 28 16 11 Intrusion Detection System 4/21/20 28 23 00 Video Surveillance 4/21/20 28 26 00 Electronic Personal Protection System (EPPS) 4/21/20 28 31 00 Fire Detection and Alarm 4/21/20

DIVISION 31 – EARTHWORK

31 20 11 Earthwork (Short Form) 4/21/20 31 23 19 Dewatering 4/21/20 31 23 23.33 Flowable Fill 4/21/20

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 05 23 Cement and Concrete for Exterior Improvements 4/21/20 32 12 16 Asphalt Paving 4/21/20 32 17 23 Pavement Markings 4/21/20 32 84 00 Planting Irrigation 4/21/20 32 90 00 Planting 4/21/20

DIVISION 33 – UTILITIES

33 10 00 Water Utilities 4/21/20 33 40 00 Storm Sewer Utilities 4/21/20

DIVISION 34 - TRANSPORTATION

34 71 13 Passive Vehicle Barriers 4/21/20

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09 05 16 - 1

SECTION 09 05 16

SUBSURFACE PREPARATION FOR FLOOR FINISHES

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section specifies subsurface preparation requirements for all floor areas of the Project.

B. 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, and floor leveling and repair as required for tolerances specified.

1.2 RELATED WORK

A. Section 07 92 00, JOINT SEALANTS.

B. Section 09 65 16, RESILIENT SHEET FLOORING, Section 09 65 19, RESILIENT

TILE FLOORING, and Section 09 67 23.50, RESINOUS (Epoxy Terrazzo)

FLOORING (RES-5).

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.

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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, 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

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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

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

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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.

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.

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

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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.

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. 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.

B. 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.

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. Vacuum-assisted abrasive blasting.

2. Comply with manufacturer's written instructions.

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

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

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

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, 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.

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C. Extent of Cementitious Underlayment: Provide leveling of all floors included in this project.

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 - - -

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09 06 00 - 1

SECTION 09 06 00

SCHEDULE FOR FINISHES

SECTION 09 06 00-SCHEDULE FOR FINISHES

VAMC: Bay Pines

Location: Tampa, Florida

Project no. and Name: 516CA2005 – Inpatient & Outpatient Improvements

B1 PACT Primary Care Renovations

Submission: Construction Documents

Date: February April 21, 2020

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09 06 00 - 2

SECTION 09 06 00

SCHEDULE FOR FINISHES

PART I – GENERAL

1.1 DESCRIPTION

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.

1.4 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) 2019 Architectural Painting Specification Manual (ASM)

PART 2- PRODUCTS

2.1 DIGITAL COLOR PHOTOS

A. Size 24 x 35 mm.

B. Labeled for:

1. Building name and Number.

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2. Room Name and Number.

2.2 DIVISION 31 - EARTHWORK

A. SECTION 32 17 23, PAVEMENT MARKINGS.

Color Manufacturer MFG. Color Name/No.

Yellow TBD by GC TBD by GC

White TBD by GC TBD by GC

2.3 DIVISION 03 – CONCRETE

A. SECTION 03 30 53, CAST IN PLACE CONCRETE

Surface Finish Description

Entry Drop-Off Area CIP Concrete Walls Board form liner surfaces

Painted “Bay Pines Buff” color

B. SECTION 03 41 00, PRECAST CONCRETE

Finish Color Texture Finish Manufacturer Mfg. Color

Name/No.

“Bay Pines Bluff” Smooth Integral Color TBD by GC TBD by GC

B. SECTION 03 45 00, PRECAST ARCHITECTURAL CONCRETE TRIM

Finish Color Texture Finish Manufacturer Mfg. Color Name/No.

Match Existing Exposed Aggregate Exposed Aggregate TBD by GC TBD by GC

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2.4 DIVISON 04 – MASONRY

A. Section 04 20 00, UNIT MASONRY

3.CONCRETE MASONRY UNIT (CMU)

Type Size Pattern Finish Mfg. Color Name/No.

CMU Standard 200 mm x 400 mm

(8 inch x 16 inch)

Running Bond Natural

(gray)

TBD by GC

2.5 DIVISION 05 – METALS

A. SECTION 05 12 00, STRUCTURAL STEEL FRAMING

Component Finish Color

Steel beams and steel columns exposed to view

Field painted PT7 – Ivory Sampler

B. SECTION 05 50 00, METAL FABRICATION

Item Finish

Loose Lintels Galvanized

Aluminum Safety Nosing Mill finish (gray)

Steel Ladders Dark Bronze Alkyd field paint

Steel Pipe Railings and Gates (not on Steel Stairs)

Dark Bronze Alkyd field paint

Aluminum Railings Dark Bronze Fluoropolymer shop paint

Ornamental Railings Clear Anodized

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2.6 DIVISION 06 WOOD, PLASTICS, AND COMPOSITES

A. Finish carpentry and countertop components are described in Drawing Interior Finish Key sheets.

2.7 DIVISION 07 - THERMAL AND MOISTURE PROTECTION

A. SECTION 07 54 23, THERMOPLASTIC POLYOLEFIN (TPO) ROOFING

Color Manufacturer Mfg. Color Name/No.

White GAF EverGuard TPO 60

B. SECTION 07 71 00, ROOF SPECIALITIES

Item Material Finish Manufacturer Manufacturer/Color Name/Number.

Roof Edge and Fascia System

Extruded Aluminum Dark Bronze color 3-coat

Fluoropolyment

TBD by GC TBD by GC

C. SECTION 07 92 00, JOINT SEALANTS

Location Color Manufacturer Manufacturer Color

Exterior Joints Match color of adjacent surfaces

TBD by GC TBD by GC

Precast Concrete Panels Match “Bay Pines Bluff” TBD by GC TBD by GC

Interior Joints As selected by Architect to match adjacent surfaces

TBD by GC TBD by GC

Building Expansion Joints Match color of adjacent surfaces

TBD by GC TBD by GC

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2.8 DIVISION 08 - OPENINGS

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

Paint both sides of door and frames same color

Component Color of Paint Type and Gloss

Door PT7 Ivory Sampler / Alkyd / Semi-Gloss

Frame PT7 Ivory Sampler / Alkyd / Semi-Gloss

Sidelites and View Window frame PT7 Ivory Sampler / Alkyd / Semi-Gloss

B. SECTION 08 12 16 INTERIOR ALUMINUM FRAMING

Components Finish/Colors

Frames 2-coat Fluoropolymer / color to match PT7

Glass Clear safety

C. SECTION 08 14 00, WOOD DOORS

Component Finish/Color

Doors Prefinished Clear Varnish

Frames PT7 Ivory Sampler / Alkyd / Semi-Gloss

D. SECTION 08 31 13, ACCESS DOORS AND FRAMES

Material Finish/Color

Steel Alkyd semi-gloss field paint to match adjacent surface color

Stainless steel No. 4 Directional finish

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E. SECTION 08 33 13, COILING COUNTER DOORS

Location Material Finish Manufacturer Manufacturer Color Name/No.

SCI Procedure Room 51-546

Stainless Steel No. 4

Directional

TBD by GC TBD by GC

F. SECTION 08 71 00, BUILDERS HARDWARE

Door hardware item finishes are described and indicated for each door in the Hardware Schedule.

2.9 DIVISION 09 - FINISHES

1. SECTION 09 30 13, CERAMIC TILING

Finish Code Manufacturer Mfg. Color Name/No

WT 1 Daltile Portfolio-Cream PF07

WT 2 Daltile Portfolio / Random Linear Mosaic- Earth

WT 3 Crossville Basalt-AV291 Silica

2. SECTION 09 30 13, PAVER TILE

Finish Code Manufacturer Mfg. Color Name/No.

T 01 Daltile Noce PF11

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3. SECTION 09 30 13, PORCELAIN PAVER TILE GROUT

Finish Code Manufacturer Mfg. Color Name/No.

GR 1 Custom Building Products 145 Light Smoke

A. SECTION 09 66 13, PORTLAND CEMENT TERRAZZO FLOORING

1. THIN SET TERRAZZO (TST)

Finish Code Manufacturer Color Pattern/ Name/No.

TZ 01 Terrazzo and Marble Supply TM#18-013-White

TZ 02 Terrazzo and Marble Supply TM#17-1112-Match PT2

TZ 03 Terrazzo and Marble Supply TM#17-1110-Match PT3

TZ 04 Terrazzo and Marble Supply TM#17-1109-Match PT4

TZ 05 Terrazzo and Marble Supply TM#17-1113-Match PT5

TZ 06 Terrazzo and Marble Supply TM#17-1111-Match PT6

2. SECTION 09 66 13, DIVIDER STRIPS

Size Material Manufacturer Manufacturer Number

DS 1 Zinc Terrazzo and Marble Supply 3mm (1/8”)

DS 2 Zinc Terrazzo and Marble Supply 1.5mm (1/16”)

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B. SECTION 09 51 00, ACOUSTICAL CEILINGS

Finish Code Component Color Pattern Manufacturer Mfg Name/No.

ACT 01 Type IV w/exposed grid

White Fine Texture w/white grid

Armstrong Ultima Health Zone w/Co-Extruded Clean

Room grid

ACT 02 Type IV w/exposed grid

White Fine Texture w/white grid

Armstrong Ultima Hi NRC w/Prelude grid

ACT 03 Type XII with concealed grid

White Fine Texture Armstrong Lyra Concealed w/Prelude grid

CGT 01 Ceiling Trim White aluminum Armstrong Axiom Vector 2” Straight Trim

C. SECTION 09 65 19, RESILIENT TILE FLOORING

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

RF 01 610mm x 610mm

(24” x 24”)

Rubber Johnsonite Triumph & Inertia

KN6, Plainer WB

D. SECTION 09 65 16, VINYL SHEET FLOORING, HEAT WELDED SEAMS (WSF)

Finish Code Pattern name Manufacturer Mfg. Color Name/No.

RSF 01 Realities II, English Walnut

Mannington Hawthorne 5683R

RSF 02 Entwined, Suber Mannington Dun ETW450

RSF 03 Entwined, Suber Mannington Verdant ETW461

RSF 04 Entwined, Suber Mannington Sedge ETW451

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RSF 05 Entwined, Suber Mannington Blue Stem ETW458

RSF 06 Vivendi II, Perennial Mannington Sere VIV026

RSF07 Biospec, MD Mannington Bright White 10246

2. SECTION 09 65 16, CAP STRIPS (WSF)

Finish Code Manufacturer Mfg. Color Name/No.

--- Mannington 390 square cap – 1/8”

L. SECTION 09 65 13, RESILIENT WALL BASE

Finish Code Item Height Manufacturer Mfg Name/No.

RB 1 Rubber Base (RB) 102mm (4 inch) Johnsonite Traditional/DC-XXX-4

09 Clay

N. SECTION 09 68 00, CARPET MODULES (CFT)

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

CPT 01 457mm x 914mm

(18” X 36”)

Brick Shaw 37170 Lustrous

CPT 02 457mm x 914mm

(18” X 36”)

Brick Shaw 37170 Lustrous

CPT 03 457mm x 914mm

(18” X 36”)

Brick Shaw 14330, Olivine

CPT 04 610mm x 610mm

(24” x 24”)

Ashlar Interface 100744 Chestnut

CPT 05 610mm x 610mm

(24” x 24”)

Ashlar Interface 100735 Blue Gum

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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.

PT 1 4 - Satin Sherwin-Williams SW 7568 – Neutral Ground

PT 2 4 - Satin Glidden #20YY 51/306 – Butterfield

PT 3 4 - Satin Glidden #70YY 46/160 - Thyme

PT 4 4 - Satin Glidden #80YR 32/330 – Saddle Tan

PT 5 4 - Satin Glidden #50GG 40/064 – Gravel Pit

PT 6 4 - Satin Glidden #30YY 58/178 – Ivory Sampler

PT 7 5 – Semi-Gloss Glidden #30YY 58/178 – Ivory Sampler

PT 8 Not used --- ---

PT 9 Not used --- ---

PT 10 1 - Flat Sherwin-Williams SW 7757–High Reflective White

PT 11 5 – Semi-Gloss Sherwin-Williams SW 7757–High Reflective White

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

ST 1 Wood Door Fabricator Clear Factory Finish

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ST 2

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

SC 01 Satin TBD by GC MP 99

Z. SECTION 09 84 33, SOUND ABSORBING WALL UNITS

Finish Code Manufacturer Mfg. Color Name/No.

AWP 1 Xorel Quiet Core WC 1-5 Xorel

WC 1 Carnegie Fabrics Genome Ebroider (6727 803)

WC 2 Carnegie Fabrics Strie (6423 824)

WC 3 Carnegie Fabrics Flash Back (6615 46)

WC 4 Carnegie Fabrics Dash (6603 28)

WC 5 Carnegie Fabrics Flash Back (6615 51)

2.10 DIVISION 10 - SPECIALTIES

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

Room No. and Name

Component Material Manufacturer Mfg. Color Name/No.

As noted on Drawings

Markerboards White enamel writing surface with oak wood frame & chalk tray

TBD by GC TBD by GC

As noted on Drawings

Tackboards Cork face bulletin board with oak wood frame

TBD by GC TBD by GC

B. SECTION 10 21 23, HOSPITAL CUBILCE CURTAINS AND INTRAVENOUS SUPPORT TRACKS

Finish Code Manufacturer Mfg. Color Name/No.

N/A TBD by GC TBD by GC

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E. SECTION 08 90 00, WALL LOUVERS

Item Material Finish Manufacturer Mfg. Color Name/No.

Wall Louvers Aluminum Fluorocarbon coating TBD by GC Dark Bronze

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

Item Material Manufacturer Mfg. Color Name/No.

Resilient Corner Guards Extruded acrylic vinyl Inpro Pyramid, 0275

CR 1 Rubrail G2 – PETG Inpro Pyramid, 0275

HP-1 Wall Guard Rigid wall G2 – PETG Inpro Pyramid, 0275

Metal Corner Guards Stainless Steel TBD by GC No. 4 finish

K. SECTION 10 44 13, FIRE EXTNGUISHER CABINETS

Component Material Finish

Cabinet frames Steel and glass Paint PT 7

P. SECTION 10 28 00, TOILET AND BATH ACCESSORIES – Toilet accessories and finishes are described in

Drawing Accessory Schedules.

2.11 DIVISION II – EQUIPMENT – NOT USED

2.12 DIVISION 12- FURNISHINGS

A. SECTION 12 34 00 PLASTIC LAMINATE CASEWORK

Component Material Manufacturer Mfg. Color Name/No.

PL 01 Plastic Laminate Wilsonart 7925-38 Moticello maple

PL 02 Plastic Laminate Wilsonart 7943K-07 Colombian Walnut

PL 03 Plastic Laminate Arborite W-465 EV Mocha Modern Cherry

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2.13 DIVISION 13 - SPECIAL CONSTRUCTION – NOT USED

2.15 DIVISION 22 - PLUMBING

A. Plumbing components are described in Plumbing Drawing Schedules

2.16 DIVISON 26 - ELECTRICAL

A. Electrical components are described in Electrical Drawing Schedules.

PART III EXECUTION

3.1 ROOM FINISH SCHEDULE

A. Match adjoining or existing similar surfaces colors, textures or patterns where disturbed or damaged by alterations or new work when not scheduled.

B. ROOM FINISH SCHEDULE – Included in Drawings.

--- E N D---

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SECTION 09 22 16

NON-STRUCTURAL METAL FRAMING

PART 1 - GENERAL

1.1 DESCRIPTION

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

1.2 RELATED WORK

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

09 29 00, GYPSUM BOARD.

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

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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

PART 2 - PRODUCTS

2.1 PROTECTIVE COATING

A. 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.

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

2. Runners same thickness as studs.

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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.

2.3 FURRING CHANNELS

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

B. "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.

C. 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.

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. Tie Wire and Hanger Wire:

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

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

F. Attachments for Wall Furring:

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

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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.

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, and sound rated partitions.

F. 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

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09 22 16 - 5 with two screws in each stud. Locate splice plates at 600 mm (24 inches) on center between runner tracks.

G. 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.

H. Form control joint, with double studs spaced 13 mm (1/2-inch) apart.

3.3 INSTALLING WALL FURRING FOR FINISH APPLIED TO ONE SIDE ONLY

A. In accordance with ASTM C754, or ASTM C841 except as otherwise specified or shown.

B. Wall furring-Stud System:

1. Framed with 63 mm (2-1/2 inch) or narrower studs, 600 mm (24 inches) on center.

2. Brace as specified in ASTM C754 for Wall Furring-Stud System or brace with sections or runners or studs placed horizontally at not less than three foot vertical intervals on side without finish.

3. Securely fasten braces to each stud with two Type S pan head screws at each bearing.

C. Direct attachment to masonry or concrete; rigid channels or "Z" channels:

1. Install rigid (hat section) furring channels at 600 mm (24 inches) on center, horizontally or vertically.

2. Install "Z" furring channels vertically spaced not more than 600 mm

(24 inches) on center.

3. At corners where rigid furring channels are positioned horizontally, provide mitered joints in furring channels.

4. Ends of spliced furring channels shall be nested not less than

200 mm (8 inches).

5. Fasten furring channels to walls with power-actuated drive pins or hardened steel concrete nails. Where channels are spliced, provide two fasteners in each flange.

6. Locate furring channels at interior and exterior corners in accordance with wall finish material manufacturers printed erection instructions. Locate "Z" channels within 100 mm (4 inches) of corner.

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D. Installing Wall Furring-Bracket System: Space furring channels not more than 400 mm (16 inches) on center.

3.4 INSTALLING SUPPORTS REQUIRED BY OTHER TRADES

A. Provide for attachment and support of electrical outlets, plumbing, laboratory or heating fixtures, recessed type plumbing fixture accessories, access panel frames, wall bumpers, wood seats, toilet stall partitions, dressing booth partitions, urinal screens, chalkboards, tackboards, wall-hung casework, handrail brackets, recessed fire extinguisher cabinets and other items like auto door buttons and auto door operators supported by stud construction.

B. Provide additional studs where required. Install metal backing plates, or special metal shapes as required, securely fastened to metal studs.

3.5 INSTALLING FURRED AND SUSPENDED CEILINGS OR SOFFITS

A. Install furred and suspended ceilings or soffits in accordance with

ASTM C754 or ASTM C841 except as otherwise specified or shown for screw attached gypsum board ceilings and for plaster ceilings or soffits.

1. Space framing at 400 mm (16-inch) centers for metal lath anchorage.

2. Space framing at 600 mm (24-inch) centers for gypsum board anchorage.

B. Concrete slabs on steel decking composite construction:

1. Use pull down tabs when available.

2. Use power activated fasteners when direct attachment to structural framing cannot be accomplished.

C. Where bar joists or beams are more than 1200 mm (48 inches) apart, provide intermediate hangers so that spacing between supports does not exceed 1200 mm (48 inches). Use clips, bolts, or wire ties for direct attachment to steel framing.

D. Existing concrete construction exposed or concrete on steel decking:

1. Use power actuated fasteners either eye pin, threaded studs or drive pins for type of hanger attachment required.

2. Install fasteners at approximate mid height of concrete beams or joists. Do not install in bottom of beams or joists.

E. Installing suspended ceiling system for gypsum board (ASTM C635

Option):

1. Install only for ceilings to receive screw attached gypsum board.

2. Install in accordance with ASTM C636.

a. Install main runners spaced 1200 mm (48 inches) on center.

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b. Install 1200 mm (four foot) tees not over 600 mm (24 inches) on center; locate for edge support of gypsum board.

c. Install wall track channel at perimeter.

H. Installing Ceiling Bracing System:

1. Construct bracing of 38 mm (1-1/2 inch) channels for lengths up to

2400 mm (8 feet) and 50 mm (2 inch) channels for lengths over 2400 mm (8 feet) with ends bent to form surfaces for anchorage to carrying channels and overhead construction. Lap channels not less than 600 mm (2 feet) at midpoint back to back. Screw or bolt lap together with two fasteners.

2. Install bracing at an approximate 45 degree angle to carrying channels and structure overhead; secure as specified to structure overhead with two fasteners and to carrying channels with two fasteners or wire ties.

3.7 TOLERANCES

A. Fastening surface for application of subsequent materials shall not vary more than 3 mm (1/8-inch) from the layout line.

B. Plumb and align vertical members within 3 mm (1/8-inch.)

C. Level or align ceilings within 3 mm (1/8-inch.)

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SECTION 09 29 00

GYPSUM BOARD

PART 1 - GENERAL

1.1 DESCRIPTION

This section specifies installation and finishing of gypsum board.

1.2 RELATED WORK

A. Installation of steel framing members for walls, partitions, furring, soffits, and ceilings: Section 09 22 16, NON-STRUCTURAL METAL FRAMING.

B. Acoustical Sealants: Section 07 92 00, JOINT SEALANTS.

1.3 TERMINOLOGY

A. Definitions and description of terms shall be in accordance with ASTM

C11, C840, 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 the trusses or bar joists.

C. "Yoked": Gypsum board cut out for opening with no joint at the opening

(along door jamb or above the door).

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. Cornerbead and edge trim.

2. Finishing materials.

3. Gypsum board, each type.

C. Shop Drawings:

1. Typical gypsum board installation, showing corner details, edge trim details and the like.

2. Typical sound rated assembly, showing treatment at perimeter of partitions and penetrations at gypsum board.

3. Typical fire rated assembly and column fireproofing, indicating details of construction same as that used in fire rating test.

D. Samples:

1. Cornerbead.

2. Edge trim.

3. Control joints.

4. “Z” Reveal Molding.

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E. Test Results:

1. Fire rating test, each fire rating required for each assembly.

2. Sound rating test.

F. Certificates: Certify that gypsum board types, gypsum backing board types, and joint treating materials do not contain asbestos material.

1.5 DELIVERY, IDENTIFICATION, HANDLING AND STORAGE

In accordance with the requirements of ASTM C840.

1.6 ENVIRONMENTAL CONDITIONS

In accordance with the requirements of ASTM C840.

1.7 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):

C11-15 .................Terminology Relating to Gypsum and Related

Building Materials and Systems

C475-15 ................Joint Compound and Joint Tape for Finishing

Gypsum Board

C840-13 ................Application and Finishing of Gypsum Board

C919-12 ................Sealants in Acoustical Applications

C954-15 ................Steel Drill Screws for the Application of

Gypsum Board or Metal Plaster Bases to Steel

Stud from 0.033 in. (0.84mm) to 0.112 in.

(2.84mm) in thickness

C1002-14 ...............Steel Self-Piercing Tapping Screws for the

Application of Gypsum Panel Products or Metal

Plaster Bases to Wood Studs or Steel Studs

C1047-14 ...............Accessories for Gypsum Wallboard and Gypsum

Veneer Base

C1177-13 ...............Glass Mat Gypsum Substrate for Use as Sheathing

C1629/C1629M ...........Standard Classification for Abuse-Resistant

Nondecorated Interior Gypsum Panel Products and

Fiber-Reinforced Cement Panels

C1658-13 ...............Glass Mat Gypsum Panels

C1396-14 ...............Gypsum Board

C. Underwriters Laboratories Inc. (UL):

Latest Edition .........Fire Resistance Directory

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D. Inchcape Testing Services (ITS):

Latest Editions ........Certification Listings

PART 2 - PRODUCTS

2.1 GYPSUM BOARD

A. Gypsum Board: ASTM C1396, Type X, 16 mm (5/8 inch) thick unless shown otherwise. Provide either fiberglass faced (ASTM C1658) or mold/mildew resistant treated paper facings (ASTM C1396) for all types of gypsum board.

B. Gypsum Shaftliner Board: ASTM C 1396/C 1396M Moisture- and Mold-

Resistant Type X: 25 mm (1 inch) thick. Provide either fiberglass faced (ASTM C1658) or mold/mildew resistant treated paper faced.

C. Paper facings shall contain 100 percent post-consumer recycled paper content.

2.2 GYPSUM SHEATHING BOARD

A. ASTM C1396, Type X, water-resistant core, 16 mm (5/8 inch) thick.

2.2 ACCESSORIES

A. ASTM C1047, except form of 0.39 mm (0.015 inch) thick zinc coated steel sheet or rigid PVC plastic.

B. Flanges not less than 22 mm (7/8 inch) wide with punchouts or deformations as required to provide compound bond.

C. Reinforced Impact Corners: High strength, laminated, tapered copolymer core for strong and uniform surface bonding. Copolymer center thickness approximately 1.6 mm (0.064 inch); edge thickness approximately 58 mm

(0.023 inch); total flange width 57.2 mm (2.25 inch); copolymer flange width 42.2 mm (1.67 inch);…