VAWO OPC_Specs_Vol2of3_221012.pdf

100% SPECIFICATIONS

VOLUME 2 OF 3

CONSOLIDATE OUTPATIENT CLINIC BLDG 1

CENTRAL TEXAS VA HEALTH CARE SYSTEM

WACO, TX

US Department of Veterans Affairs Project No.: 674A4-20-102 Fiscal Year: 2021 Contract No.: 36C25720D0060 Task Order No.: 36C25721N0257

16 SEPTEMBER 2022

James E. Lyles, Jr., P.E.

Project Manager

Charles Craig Bond, P.E.

Civil

Thomas R. McCarty, A.I.A.

Architect

Renate’ L. Woods, P.E.

Structural

Milad Majdi, P.E.

Mechanical

Michael J. Senuta, P.E.

Plumbing

Michael Swahn, P.E.

Fire Protection/Alarm

Larry R. LaMette, Jr., P.E.

Electrical / Telecommunications

09-16-22

09-16-22

M.Majdi 09/16/2022

9/16/2022

Waco - Bldg 01 Finals

Consolidate Outpatient Clinic Bldg 1 Waco, TX 674A4-20-102

ISSUE FOR BID

16 SEP 2022

00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

VHA MASTER SPECIFICATIONS

TABLE OF CONTENTS

Section 00 01 10

SECTION NO. DIVISION AND SECTION TITLES DATE

DIVISION 00 - SPECIAL SECTIONS – VOLUME 1 OF 3

00 01 15 List of Drawing Sheets 05-20

DIVISION 01 - GENERAL REQUIREMENTS – VOLUME 1 OF 3

01 00 00 General Requirements 03-20 01 33 23 Shop Drawings, Product Data, and Samples 05-17 01 35 26 Safety Requirements 07-20 01 42 19 Reference Standards 11-20 01 45 00 Quality Control 03-19 01 45 29 Testing Laboratory Services 11-18 01 45 35 Special Inspections 03-19 01 57 19 Temporary Environmental Controls 01-11 01 74 19 Construction Waste Management 09-13

DIVISION 02 – EXISTING CONDITIONS – VOLUME 1 OF 3

02 41 00 Demolition 08-17

DIVISION 03 – CONCRETE – VOLUME 1 OF 3

03 30 53 (Short-Form) Cast-in-Place Concrete 02-16

DIVISION 04 – MASONRY – VOLUME 1 OF 3

04 01 00 Maintenance of Masonry 02-16 04 05 13 Masonry Mortaring 10-17 04 05 16 Masonry Grouting 02-16 04 20 00 Unit Masonry 08-17 04 72 00 Cast Stone Masonry 02-15

DIVISION 05 – METALS – VOLUME 1 OF 3

05 12 00 Structural Steel Framing 11-18 05 31 00 Steel Decking 02-16 05 50 00 Metal Fabrications 08-18 05 51 00 Metal Stairs 10-15

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES –

VOLUME 1 OF 3

06 20 00 Finish Carpentry 08-16

DIVISION 07 - THERMAL & MOISTURE PROTECTION –

VOLUME 1 OF 3

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07 11 13 Bituminous Dampproofing 02-16 07 12 00 Built-Up Bituminous Waterproofing 09-11 07 18 13 Pedestrian Traffic Coatings 05-15 07 21 13 Thermal Insulation 10-17 07 81 00 Applied Fireproofing 10-17 07 84 00 Firestopping 02-16 07 92 00 Joint Sealants 10-17

DIVISION 08 – OPENINGS – VOLUME 1 OF 3

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 33 13 Coiling Counter Doors 02-16 08 41 13 Aluminum-Framed Entrances and Storefronts 08-16 08 51 13 Aluminum Windows 04-20 08 71 00 Door Hardware 04-20 08 71 13 Automatic Door Operators 02-16 08 71 13.11 Low Energy Power Assist Door Operators 08-16 08 80 00 Glazing 10-15

DIVISION 09 – FINISHES – VOLUME 2 OF 3

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 04-20 09 30 13 Ceramic/Porcelain Tiling 09-15 09 51 00 Acoustical Ceilings 12-18 09 65 13 Resilient Base and Accessories 02-16 09 65 16 Resilient Sheet Flooring 05-18 09 65 19 Resilient Tile Flooring 05-18 09 67 23.50 Resinous Terrazzo Flooring (RES-5) 07-14 09 68 00 Carpeting 10-15 09 91 00 Painting 01-16

DIVISION 10 – SPECIALTIES – VOLUME 2 OF 3

10 11 13 Chalkboards and Markerboards 10-15 10 13 00 Directories 05-15 10 14 00 Signage 10-15 10 21 13 Toilet Compartments 12-15 10 21 23 Cubicle Curtain Tracks 05-15 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 12 – FURNISHINGS – VOLUME 2 OF 3

12 24 00 Window Shades 08-17

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DIVISION 14– CONVEYING EQUIPEMENT – VOLUME 2 OF 3

DIVISION 21- FIRE SUPPRESSION – VOLUME 2 OF 3

21 13 13 Wet-Pipe Sprinkler Systems 06-15 21 13 16 Dry-Pipe Sprinkler Systems 01-15 21 30 13 Electric-Driven, Fire Pumps 05-15

DIVISION 22 – PLUMBING – VOLUME 2 OF 3

22 05 11 Common Work Results for Plumbing 09-20 22 05 12 General Motor Requirements for Plumbing Equipment 09-20 22 05 19 Meters and Gages for Plumbing Piping 09-20 22 05 23 General-Duty Valves for Plumbing Piping 09-20 22 07 11 Plumbing Insulation 09-19 22 11 00 Facility Water Distribution 11-19 22 11 23 Domestic Water Pumps 09-15 22 13 00 Facility Sanitary and Vent Piping 09-20 22 14 29 Sump Pumps 09-15 22 34 00 Fuel-Fired Domestic Water Heaters 09-20 22 40 00 Plumbing Fixtures 09-15

DIVISION 23 – HEATING, VENTILATING, AND AIR

CONDITIONING (HVAC) – VOLUME 3 OF 3

23 05 11 Common Work Results for HVAC 02-20 23 05 12 General Motor Requirements for HVAC and Steam

Generation Equipment 02-20

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

02-20

23 05 93 Testing, Adjusting, and Balancing for HVAC 02-20 23 07 11 HVAC and Boiler Plant Insulation 02-20 23 09 23 Direct-Digital Control System for HVAC 09-11 23 11 23 Facility Natural-Gas Piping 04-20 23 21 13 Hydronic Piping 02-20 23 21 23 Hydronic Pumps 02-20 23 22 13 Steam and Condensate Heating Piping 02-20 23 22 23 Steam Condensate Pumps 04-20 23 25 00 HVAC Water Treatment 02-20 23 31 00 HVAC Ducts and Casings 02-20 23 34 00 HVAC Fans 02-20 23 36 00 Air Terminal Units 02-20 23 37 00 Air Outlets and Inlets 02-20 23 40 00 HVAC Air Cleaning Devices 03-20 23 73 00 Indoor Central-Station Air-Handling Units 03-20 23 81 23 Computer-Room Air-Conditioners 03-20 23 82 16 Air Coils 03-20

DIVISION 25 – INTEGRATED AUTOMATION - VOLUME 3 OF 3

25 10 10 Advanced Utility Metering System 02-10

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DIVISION 26 – ELECTRICAL - VOLUME 3 OF 3

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 09 23 Lighting Controls 01-18 26 22 00 Low-Voltage Transformers 01-18 26 24 13 Distribution Switchboards 01-18 26 24 16 Panelboards 01-18 26 24 19 Motor Control Centers 01-18 26 25 11 Busways 01-17 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 36 23 Automatic Transfer Switches 01-17 26 51 00 Interior Lighting 01-18 26 56 00 Exterior Lighting 01-18

DIVISION 27 – COMMUNICATIONS - VOLUME 3 OF 3

27 05 11 Requirements for Communications Installations 09-19 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 31 00 Voice Communications Switching and Routing Equipment 06-15

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY –

VOLUME 3 OF 3

28 31 00 Fire Detection and Alarm 10-11 28 52 31 Emergency Call System 06-15

DIVISION 31 – EARTHWORK - VOLUME 3 OF 3

31 20 11 Earthwork (Short Form) 10-12 31 23 23.33 Flowable Fill 10-12

DIVISION 32 – EXTERIOR IMPROVEMENTS - VOLUME 3 OF 3

32 17 23 Pavement Markings 08-16 32 90 00 Planting 08-16

DIVISION 33 – UTILITIES - VOLUME 3 OF 3

33 40 00 Storm Sewer Utilities 12-17

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674A4-20-102

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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 areas to B. receive the installation of applied and resinous flooring. This section includes 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 07 92 00, JOINT SEALANTS.

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

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

(RES-5); Section 09 68 00, CARPETING

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.

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.

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B. ASTM International(ASTM):

D638-14(2014)...........Standard Test Method for Tensile Properties of

Plastics

D4259-18(2019)..........Standard Practice for Preparation of Concrete by Abrasion Prior to Coating Application.

C109/C109M-20b(2020)....Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or

[50-mm] Cube Specimens

7234-19(2020)...........Standard Test Method for Pull-Off Adhesion

Strength of Coatings on Concrete Using Portable

Pull-Off Adhesion Testers

E96/E96M-16(2016).......Standard Test Methods for Water Vapor

Transmission of Materials

F710-1e1(2020)..........Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring

F1869-16a...............Standard Test Method for Measuring Moisture

Vapor Emission Rate of Concrete Subfloor Using

Anhydrous Calcium Chloride

F2170-19a(2020).........Standard Test Method for Determining Relative

Humidity in Concrete Floor Slabs Using in situ

Probes

C348-20(2020)...........Standard Test Method for Flexural Strength of

Hydraulic-Cement Mortars

C191-19(2020)...........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.

Property Test Value

Tensile Strength

ASTM D638 4,400 psi

Volatile Organic Compound

Limits (V.O.C.)

SCAMD Rule 1113 (Ammended 02/05/2016)

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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2.2 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.

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.

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

e. 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.

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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.

J.

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. 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.

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

C. 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.

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

E. Verify that concrete substrates are dry.

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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F. 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.

G. 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.

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

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

J. 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.

K. 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.

L. 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 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.

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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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SECTION 09 06 00

SCHEDULE FOR FINISHES

SECTION 09 06 00-SCHEDULE FOR FINISHES

VAMC: VA Central Texas Health System

Consolidate Outpatient Clinic

Location: Waco, TX

Project no. and Name:

Submission

Date:

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09 06 00 - ii

674A4-20-102

09 06 00 - 1

SECTION 09 06 00

SCHEDULE FOR FINISHES

A. 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

A. 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

A. 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

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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)

6/1/2019................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.

Color Manufacturer MFG. Color Name/No.

Yellow

White

B. BOLLARDS (ORNAMENTAL)

Material Finish Style Name/ No. Manufacturer Mfg. Color Name/No.

Precast concrete

Stone

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C. SITE AND STREET FURNISHINGS

Item Style Name/No. Finish Manufacture Mfg. Color Name/No.

Benches

Trash Receptacles

Ash Receptacles

2.3 DIVISION 03 – CONCRETE

A. SECTION 03 30 00, CAST IN PLACE CONCRETE // SECTION 03 30 53, (SHORT FORM) CAST-IN-PLACE CONCRETE //

Surface Finish Description

B. SECTION 03 45 00, PRECAST ARCHITECTURAL CONCRETE

Finish Color Texture Finish Manufacturer Mfg. Color

2.4 DIVISON 04 – MASONRY

A. Section 04 05 13, MASONRY MORTARING and Section 04 05 16, MASONRY GROUTING

Finish Code Manufacturer Mfg. Color Name

674A4-20-102

09 06 00 - 4

B. Section 04 20 00, UNIT MASONRY

1. FACE BRICK (FB)

Finish Code Size Pattern Manufacturer Mfg. Color

2. CONCRETE MASONRY UNIT (CMU)

Type Size Pattern Finish Mfg. Color Name/No.

CMU Standard

Glazed Face

Sound Absorbing

Split Rib

Ground Face

C. UNIT MASONRY (04 20 00)

Stone Type Color Manufacturer Mfg. Color & Texture No.

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D. STONE MASONRY

Material Size Color, Texture, Finish, Grain

Pattern Stone Source

E. STONE FACING

Name of Stone Color, Texture, Finish Stone Source

2.5 DIVISION 05 – METALS

A. SECTION 05 12 00, STRUCTURAL STEEL FRAMING

Component Finish Color

B. SECTION 05 21 00, STEEL JOIST FRAMING

Finish Color

C. SECTION 05 50 00, METAL FABRICATIONS

Item Finish

Steel Grating and Frames

Aluminum Gratings and Frames

Steel Plank Gratings

Cast Iron Gratings

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Loose Lintels

Steel Ladders

Aluminum Ladders

Steel Ladder Rungs

Steel Pipe Railings and Gates (not on Steel Stairs)

Aluminum Railings

Stainless Steel Railings

Ornamental Railings

Screened Access Door and Frame

Steel Counter or Bench Top Frame and Legs.

D. SECTION 05 51 00, METAL STAIRS

Component Finish Color

Newel Posts

Guard Rails

Handrails

Stringers

Risers

Underside

2.6 DIVISION 06 WOOD, PLASTICS, AND COMPOSITES

A. SECTION 06 10 00, ROUGH CARPENTRY

Item Finish Color

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09 06 00 - 7

B. SECTION 06 20 00, FINISH CARPENTRY

1. RECEPTION COUNTER PUBLIC OR PATIENT SIDE

Room No.

and Name

Component Material Species Finish Color

Countertop Solid Polymer LG Hi-Macs Maui Quartz G223R

Staron Tempest Radiance (Shimmer)

Vertical Surface(s)

Plastic Laminate

Midmark Path

Trim

Reveal

Base

2. RECEPTION COUNTER STAFF SIDE

Room No. and Name Component Material Finish Color

Task Surface

Vertical Surface

Tackable Wall Covering

Shelving

Drawers

Misc. Items

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3. MOUNTING STRIPS, SHELVES AND RODS

Room No. and Name Component Finish/Color

Strips

Shelf

Rod

4. VANITIES (TYPES S4, S4 M)

Countertop

5. FOLDING SHELVES (TYPE B OR A)

Wood Strips

Shelf

6. THROUGH – WALL COUNTER OR PASS THROUGH COUNTER (TYPE B)

Wood Edge

Brackets

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7. DISPLAY CABINET (TYPE 25)

Room No. and Name Component Finish

Back

Sides

Shelves

Trim

Doors

Base

2.7 DIVISION 07 - THERMAL AND MOISTURE PROTECTION

A. SECTION 07 18 13, PEDESTRIAN TRAFFIC COATINGS

Finish Manufacturer Mfg. Color Name/No.

B. SECTION 07 92 00, JOINT SEALANTS

Location Color Manufacturer Manufacturer Color

Masonry Expansion Joints

CMU Control Joints

New to Existing Walls

Masonry Sealed Joints

Stone Sealed Joints

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2.8 DIVISION 08 - OPENINGS

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

1. 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 Sherwin Williams Balanced Beige SW 7037

Frame Sherwin Williams Balanced Beige SW 7037

Window frame

SECTION 08 14 00, INTERIOR WOOD DOORS

Component Finish/Color

Doors Acrovyn door cladding in Amber Cherry 373

Frames Sherwin Williams Balanced Beige SW 7037

B. SECTION 08 31 13, ACCESS DOORS AND FRAMES

Material Finish/Color

Steel

Stainless steel

C. SECTION 08 33 13, COILING COUNTER DOORS

Location Material Finish Manufacturer Manufacturer Color

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D. SECTION 08 41 13, ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

Material Finish Manufacturer Manufacturer Color Name/No.

Aluminum

Glass

E. SECTION 08 51 13, ALUMINUM WINDOWS

Type Finish Glazing Manufacturer Mfg. Color Name/No.

Hung

Casement

Projected

Dual Horizontal Sliding

Single Horizontal Sliding

Fixed

F. SECTION 08 51 13.11, SIDE-HINGED ALUMINUM WINDOWS

Finish Ext. Glazing Blind color Int. Glazing Manufacturer Mfg. Color Name/No.

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G. SECTION 08 71 00, BUILDERS HARDWARE

Item Material Finish

Hinges

Door Closers

Floor Closers

Floor Pivot Sets

Closer/ Holder

Floor Stops

Door Holders

Lock/ Latches

Key Cabinet Steel

Armor Plates Metal Plastic

Kick Mop Plates Metal

Plastic

Door Edging

Exit Device

Flush Bolts

Door Pulls

Push Plates

Combination Push Pull Plate

Coordinators

Light Proof Seals

Weather Strip

Threshold

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H. SECTION 08 80 00, GLAZING

Glazing Type Manufacturer Mfg. Color Name/No.

G-6

G-7

G-8

G-9

G-10

G-11

G-12

G-13

G-14

G-15

G-16

G-17

2.9 DIVISION 09 - FINISHES

A. SECTION 09 24 00, PORTLAND CEMENT PLASTERING

Finish code Integral Color Manufacturer Mfg. Color Name/No.

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B. SECTION 09 30 13, CERAMIC/PORCELAIN TILING

1. SECTION 09 30 13, CERAMIC/PORCELAIN TILING

Finish ode Manufacturer Mfg. Color Name/No

2. SECTION 09 30 13, [CERAMIC/PORCELAIN TILING] METAL DIVIDER STRIPS

Size Material Manufacturer

C. SECTION 09 51 00, ACOUSTICAL CEILINGS

Finish Code Component Color Pattern Manufacturer Mfg Name/No.

Exposed Suspension System

Blizzard White Armstrong

Type III

Type III A

Type V

Type VI

Type VII

Type XX A

Type XX B

Type XII White Armstrong 3314

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09 06 00 - 15

D. SECTION 09 65 19, RESILIENT TILE FLOORING

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

VCT

R

RT

E. SECTION 09 65 16, [ RESILIENT SHEET FLOORING], HEAT WELDED SEAMS (WSF)

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

F. SECTION 09 65 13, RESILIENT BASE AND ACCESSORIES

Finish Code Item Height Manufacturer Mfg Name/No.

Rubber Base (RB)

Vinyl Base (VB)

Resilient Stair Treads (RST)

Sheet Rubber Flooring (SRF)

G. SECTION 09 68 00, [CARPETING], CARPET MODULES (CFT)

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

674A4-20-102

09 06 00 - 16

H. SECTION 09 67 23.50, RESINOUS TERRAZO FLOORING(RES-5)

Finish code Manufacturer Mfg. Color Name/No.

I. SECTION 09 91 00, PAINTING

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 6a 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

P

P

P

P

P

P

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P

P

P

P

P

P

P

P

P

P

P

P

P

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

Semi

S

S

S

S

S Opaque

S

S

S

S

4. Clear coatings Code(CC)

Gloss Manufacturer Mfg. Color Name/No.

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CC

CC

2.10 DIVISION 10 - SPECIALTIES

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

Room No. and Name

Component Material Manufacturer Mfg. Color Name/No.

B. SECTION 10 21 23, CUBICLE CURTAIN TRACKS

Finish Code Manufacturer Mfg. Color Name/No.

Track - Inpro Whisper Cube Cubicle Track CE9000

White PVC Vinyl

Wand – ICP Medical Rapid Refresh Curtain System

C. SECTION 08 90 00, LOUVERS AND VENTS

Item Material Finish Manufacturer Mfg. Color Name/No.

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09 06 00 - 19

D. SECTION 10 26 00, WALL AND DOOR PROTECTION

Item Material Manufacturer Mfg. Color Name/No.

Corner Guards Acrovyn Construction Specialties Group

Amber Cherry 373

Wall Guards and Handrail Acrovyn HRB-20 Construction Specialties Group

Amber Cherry 373

Wall Guard Acrovyn SSM-20N Construction Specialties Group

Amber Cherry 373

Door Frame Protection

E. SECTION 10 28 00, TOILET, BATH AND LAUNDRY ACCESSORIES / SECTION 10 14 00, SIGNAGE / SECTION 11 17

36, PACKAGE TRANSFER UNITS

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

Mop racks

Package Transfer Box

Lobby Clock

F. SECTION 10 13 00, INTERIOR DIRECTORIES / 10 14 00, INTERIOR SIGNAGE

Sign Type Component Manufacturer Mfg. Color Name/No.

674A4-20-102

09 06 00 - 20

G. SECTION 10 44 13, FIRE EXTNGUISHER CABINETS

Component Material Finish

H. SECTION 10 28 00, TOILET, BATH AND LAUNDRY ACCESSORIES

Item Material Manufacturer Mfg. Color Name/No.

2.11 DIVISION 11 – EQUIPMENT

2.12 DIVISION 12- FURNISHINGS

A. SECTION 12 32 00, MANUFACTURED WOOD CASEWORK

Item Type Location Finish/Color

674A4-20-102

09 06 00 - 21

B. SECTION 12 24 00, WINDOW SHADES

Component Material Manufacturer Mfg. Color Name/No.

Shade Cloth Hunter Douglas FR Manual Roller Shades with Fascia

Sheer Weave Infinity 2 Barley, 3% openness

Blackout Fabric – Verona Twilight in Orion

Vertical Blinds

Venetian Blinds

Support Hardware

2.14 DIVISION 14 – CONVEYING EQUIPMENT

A. SECTION 14 21 00, NEW TRACTION ELEVATORS

Elevator Component Material Finish Color

Passenger Elevator No. P

Hoistway Entrance

Hoistway Doors

Corridor Position Indicator and Call

Buttons

Car Canopy Steel

Car Wainscot Stainless Steel

Panels Above Wainscot Plastic Laminate

Car Floor

Car Operating Panel

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Freight Elevator No. F

Car Enclosure Steel

Car Floor Steel

Car Gate Wire Mesh

Rubbing Strip Wood

Hoistway Entrances Steel

Hoistway Doors Steel

2.15 DIVISION 22 - PLUMBING

A. SECTION 22 40 00, PLUMBING FIXTURES

Item Color

Water Closet

Urinal

Lavatories

Service Sink Corner

Service Sink

Clinic Service Sink

2.16 DIVISON 26 - ELECTRICAL

A. SECTION 26 51 00, INTERIOR LIGHTING

Fixture Type Exterior Finish Color

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09 06 00 - 23

B. SECTION 26 56 00, EXTERIOR LIGHTING

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

PART 3 - 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

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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

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

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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

--- E N D---

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09 22 16 - 1

SECTION 09 22 16

NON-STRUCTURAL METAL FRAMING

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

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

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

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).

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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. 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.

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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.

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.

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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. 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.

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. Chase Wall Partitions:

1. Locate cross braces for chase wall partitions to permit the installation of pipes, conduits, carriers and similar items.

2. Use studs or runners as cross bracing not less than 63 mm (2-1/2 inches wide).

I. Form building seismic or expansion joints with double studs back to back spaced 75 mm (three inches) apart plus the width of the seismic or expansion joint.

J. 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.

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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.

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 SHAFT WALL SYSTEM

A. Conform to UL Design No. U438 for two-hour fire rating.

B. Position J runners at floor and ceiling with the short leg toward finish side of wall. Securely attach runners to structural supports

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09 22 16 - 7 with power driven fasteners at both ends and 600 mm (24 inches) on center.

C. After liner panels have been erected, cut C-H studs and E studs, from 9 mm (3/8-inch) to not more than 13 mm (1/2-inch) less than floor-to-ceiling height. Install C-H studs between liner panels with liner panels inserted in the groove.

D. Install full-length steel E studs over shaft wall line at intersections, corners, hinged door jambs, columns, and both sides of closure panels.

E. Suitably frame all openings to maintain structural support for wall:

1. Provide necessary liner fillers and shims to conform to label frame requirements.

2. Frame openings cut within a liner panel with E studs around perimeter.

3. Frame openings with vertical E studs at jambs, horizontal J runner at head and sill.

F. Elevator Shafts:

1. Frame elevator door frames with 0.87 mm (0.0341-inch) thick J strut or J stud jambs having 75 mm (three-inch) long legs on the shaft side.

2. Protrusions including fasteners other than flange of shaft wall framing system or offsets from vertical alignments more than 3 mm

(1/8-inch) are not permitted unless shown.

3. Align shaft walls for plumb vertical flush alignment from top to bottom of shaft.

3.6 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. 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.

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

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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.

D. 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.

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.

E. 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 over head 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.)

- - - E N D - - -

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09 29 00 - 1

SECTION 09 29 00

GYPSUM BOARD

A. 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. Sound deadening board: Section 07 21 13, THERMAL INSULATION.

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

D. Lay in gypsum board ceiling panels: Section 09 51 00, ACOUSTICAL

CEILING.

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. Laminating adhesive.

4. 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 shaft wall assembly.

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

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D. Samples:

1. Cornerbead.

2. Edge trim.

3. Control joints.

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, cementitious backer units, and joint treating materials do not contain asbestos material.

1.5 DELIVERY, IDENTIFICATION, HANDLING AND STORAGE

A. In accordance with the requirements of ASTM C840.

1.6 ENVIRONMENTAL CONDITIONS

A. 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

C1178/C1178M-18.........Specification for…