REF 2/A0 › purchasing-contracting › sites... · H. ACI 318 ‐ Building Code Requirements for Structural Concrete and Commentary; American Concrete Institute International; 2008

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10.13.09

ASI-01

Portland State University

Green Line Market YGH Project No. 89205

Specifications 08.26.2009

89205 ‐ GREEN LINE MARKET 00 0020 ‐ SEALS PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

00 0020 ‐ 1 BID SET 08/26/09

SECTION 00 0020

SEALS

89205 ‐ GREEN LINE MARKET PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

BID SET 08/26/09

THIS PAGE INTENTIONALLY BLANK

89205 ‐ GREEN LINE MARKET 00 0110 ‐ TABLE OF CONTENTS PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

00 0110 ‐ 1 BID SET 08/26/09

SECTION 00 0110

TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS

Division 00 ‐‐ Procurement and Contracting Requirements

00 0020 ‐ Seals

00 0110 ‐ Table of Contents

SPECIFICATIONS

Documents 0 ‐‐ Introductory Information, Bidding Requirements, And Contract Requirements

‐ Bidding and Contract Requirements included under separate cover ‐

00010 ‐ Table of Contents

00020 ‐ Invitation to Bidders – Available under separate cover.

00025 ‐ Prequalification Form – Available under separate cover.

00030 ‐ Scope Of Work – Available under separate cover.

00040 ‐ Proposal Form – Available under separate cover.

00100 ‐ Instruction to Bidders – Available under separate cover.

00500 ‐ Contract Between Skanska USA Building and Subcontractor – Available under separate cover.

00510 ‐ Purchase Order between Skanska USA Building and Subcontractor – Available under separate cover.

00520 ‐ Contract Between PSU and Skanska USA Building – Available under separate cover.

00700 ‐ General Conditions – Available under separate cover.

00820 ‐ Special Conditions – Available under separate cover.

00830 ‐ Quality Assurance – Available under separate cover.

00850 ‐ Project Schedule – Available under separate cover.

00910 ‐ Prevailing Wages – Available under separate cover.

00920 ‐ Workforce Training And Hiring Program Requirements – Available under separate cover.

Division 01 ‐‐ General Requirements

01000 ‐ General Construction Requirements – Available under separate cover.

01010 ‐ Summary of Work – Available under separate cover.


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01027 ‐ Applications for Payment – Available under separate cover.

01040 ‐ Project Coordination – Available under separate cover.

01045 ‐ Cutting and Patching – Available under separate cover.

01305 ‐ Submittals – Available under separate cover.

01400 ‐ Quality Requirements – Available under separate cover.

01400.1 ‐ Quality Requirements Appendix A – Available under separate cover.

01400.2 ‐ Quality Requirements Appendix B – Available under separate cover.

01500 ‐ Temporary Facilities and Controls – Available under separate cover.

01610 ‐ Subcontractor Design‐Build Requirements – Available under separate cover.

01615 ‐ Seismic Requirements for Non‐Structural Components – Available under separate cover.

01630 ‐ Product Requirements and Substitutions – Available under separate cover.

01630.1 ‐ CSI Substitution Request Form – Available under separate cover.

01700 – General Commissioning Requirements – Available under separate cover.

01731 ‐ Green Building Requirements – Available under separate cover.

01732 ‐ Waste Management – Available under separate cover.

01732.1 ‐ Construction Waste Management Plan – Available under separate cover.

01733 ‐ Removal and Disposal of U.S. Federal Toxic Substances – Available under separate cover.

01734 ‐ Indoor Air Quality – Available under separate cover.

01734.1 ‐ Indoor Air Quality (IAQ) Management Plan – Available under separate cover.

01780 ‐ Contract Closeout – Available under separate cover.

Division 02 ‐‐ Existing Conditions (NOT USED)

Division 03 ‐‐ Concrete

03 3000 – Cast‐In‐Place Concrete

Division 04 ‐‐ Masonry (NOT USED)

Division 05 ‐‐ Metals

05 5213 – Pipe and Tube Railings

Division 06 ‐‐ Wood, Plastics, and Composites

06 1000 ‐ Rough Carpentry

06 4100 ‐ Architectural Wood Casework

Division 07 ‐‐ Thermal and Moisture Protection (NOT USED)

Division 08 ‐‐ Openings

08 0000 – Door Schedule


00 0110 ‐ 3 BID SET 08/26/09

08 1113 ‐ Hollow Metal Doors and Frames

08 1416 ‐ Flush Wood Doors

08 7100 ‐ Door Hardware

08 7100.1 – Door Hardware Sets

08 8717 – Glazing Films

Division 09 ‐‐ Finishes

09 2116 ‐ Gypsum Board Assemblies

09 5100 ‐ Acoustical Ceilings

09 6500 ‐ Resilient Flooring

09 7200 ‐ Wall Coverings

Division 10 – Specialties

10 4400 – Fire Protection Specialties

Division 11 ‐‐ Equipment (NOT USED)

Division 12 – Furnishings (NOT USED)

Division 13 ‐‐ Special Construction (NOT USED)

Division 14 ‐‐ Conveying Equipment (NOT USED)

Division 21 ‐‐ Fire Suppression

21 0510 ‐ Design‐Build Fire Suppression Systems

Division 22 ‐‐ Plumbing (NOT USED)

Division 23 ‐‐ Heating, Ventilating, and Air‐Conditioning (HVAC)

23 0510 ‐ Design‐Build HVAC Systems

Division 26 ‐‐ Electrical

26 0510 ‐ Design‐Build Electrical Systems

Division 27 ‐‐ Communications (NOT USED)

Division 28 ‐‐ Electronic Safety and Security

28 3110 ‐ Design‐Build Fire Suppression Systems

Division 31 ‐‐ Earthwork (NOT USED)

Division 32 ‐‐ Exterior Improvements (NOT USED)

Division 33 ‐‐ Utilities (NOT USED)

END OF TABLE OF CONTENTS


BID SET 08/26/09


89205 ‐ GREEN LINE MARKET 03 3000 ‐ CAST‐IN‐PLACE CONCRETE PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

03 3000 ‐ 1 BID SET 08/26/09

SECTION 03 3000

CAST‐IN‐PLACE CONCRETE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Concrete formwork.

B. Concrete building frame members.

C. Expanded Polystyrene (EPS) Structural Fill

D. Architectural Concrete (AC‐#) for horizontal and vertical CIP Concrete exposed to view.

E. Concrete finishing for horizontal and vertical CIP Concrete exposed to view.

F. Concrete reinforcement.

G. Joint devices associated with concrete work.

H. Concrete curing.

1.02 DEFINITIONS

A. Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash and other pozzolans, ground granulated blast‐furnace slag, and silica fume; subject to compliance with requirements.

1. Exposed:

2. Unexposed:

1.03 REFERENCE STANDARDS

A. ACI 117 ‐ Standard Specifications for Tolerances for Concrete Construction and Materials; American Concrete Institute International; 2006.

B. ACI 211.1 ‐ Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete; American Concrete Institute International; 1991 (Reapproved 2002).

C. ACI 301 ‐ Specifications for Structural Concrete for Buildings; American Concrete Institute International; 2005.

D. ACI 304R ‐ Guide for Measuring, Mixing, Transporting, and Placing Concrete; American Concrete Institute International; 2000.

E. ACI 305R ‐ Hot Weather Concreting; American Concrete Institute International; 1999.

F. ACI 306R ‐ Cold Weather Concreting; American Concrete Institute International; 1988 (Reapproved 2002).

G. ACI 308R ‐ Guide to Curing Concrete; American Concrete Institute International; 2001.

H. ACI 318 ‐ Building Code Requirements for Structural Concrete and Commentary; American Concrete Institute International; 2008.


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I. ACI 347 ‐ Guide to Formwork for Concrete; American Concrete Institute International; 2004.

J. ASTM A 185/A 185M ‐ Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete; 2007.

K. ASTM A 615/A 615M ‐ Standard Specification for Deformed and Plain Billet‐Steel Bars for Concrete Reinforcement; 2007.

L. ASTM C 33 ‐ Standard Specification for Concrete Aggregates; 2007.

M. ASTM C 39/C 39M ‐ Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; 2005.

N. ASTM C 94/C 94M ‐ Standard Specification for Ready‐Mixed Concrete; 2007.

O. ASTM C 143/C 143M ‐ Standard Test Method for Slump of Hydraulic‐Cement Concrete; 2005a.

P. ASTM C 150 ‐ Standard Specification for Portland Cement; 2007.

Q. ASTM C 171 ‐ Standard Specification for Sheet Materials for Curing Concrete; 2007.

R. ASTM C 260 ‐ Standard Specification for Air‐Entraining Admixtures for Concrete; 2006.

S. ASTM C 309 ‐ Standard Specification for Liquid Membrane‐Forming Compounds for Curing Concrete; 2007.

T. ASTM C 494/C 494M ‐ Standard Specification for Chemical Admixtures for Concrete; 2008.

U. ASTM C 618 ‐ Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete; 2005.

V. ASTM C 685/C 685M ‐ Standard Specification for Concrete Made by Volumetric Batching and Continuous Mixing; 2007.

W. ASTM C 881/C 881M ‐ Standard Specification for Epoxy‐Resin‐Base Bonding Systems for Concrete; 2002.

X. ASTM C 1107/C 1107M ‐ Standard Specification for Packaged Dry, Hydraulic‐Cement Grout (Nonshrink); 2007a.

Y. ASTM C 1240 ‐ Standard Specification for Silica Fume Used in Cementitious Mixtures; 2005.

Z. ASTM D 1751 ‐ Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types); 2004.

AA. ASTM E 1745 ‐ Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs; 1997 (Reapproved 2004).

AB. COE CRD‐C 513 ‐ COE Specifications for Rubber Waterstops; Corps of Engineers; 1974.

AC. COE CRD‐C 572 ‐ Corps of Engineers Specifications for Polyvinylchloride Waterstop; Corps of Engineers; 1974.

1.04 SUBMITTALS

A. See Section 01305 ‐ Submittals, for submittal procedures.

B. Product Data: Submit manufacturers' data on manufactured products showing compliance with specified requirements.


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C. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments.

1. Indicate amounts of mixing water to be withheld for later addition at Project site.

D. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, and supports for concrete reinforcement.

E. Project Record Documents: Accurately record actual locations of embedded utilities and components that will be concealed from view upon completion of concrete work.

F. Qualification Data: Submit qualification data for the following.

1. Installer.

2. Manufacturer.

3. Testing agency.

G. Floor surface flatness and levelness measurements to determine compliance with specified tolerances.

H. Field quality‐control test reports.

I. Field quality‐control inspections reports.

1.05 QUALITY ASSURANCE

A. Perform work of this section in accordance with ACI 301 and ACI 318.

B. Requirements of ACI Publications shall govern work, materials and equipment related to this Section; specifications herein set minimum results required, and references to procedures are intended to establish minimal guides. Comply with the following, unless more stringent provisions are indicated:

1. ACI 301, "Specification for Structural Concrete."

2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."

3. ACI 347, “Guide to Formwork for Concrete”.

C. Installer Qualifications: A qualified installer who employs on Project personnel qualified as ACI‐certified Flatwork Technician and Finisher and a supervisor who is an ACI‐certified Concrete Flatwork Technician.

D. Manufacturer Qualifications: A firm experienced in manufacturing ready‐mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment.

1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities."

E. Testing Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 for testing indicated, as documented according to ASTM E 548.

1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Technician,


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Grade 1, according to ACI CP‐01 or an equivalent certification program.

2. Personnel performing laboratory tests shall be ACI‐certified Concrete Strength Testing Technician and Concrete Laboratory Testing Technician ‐ Grade I. Testing Agency laboratory supervisor shall be an ACI‐certified Concrete Laboratory Testing Technician ‐ Grade II.

F. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, obtain aggregate from one source, and obtain admixtures through one source from a single manufacturer.

G. Pre‐Installation Meeting: Convene one week before starting work of this section to verify project requirements, co‐ordinate with installers of other work, and establish condition and finish of concrete surfaces, including exposed form finish concrete.

1. Before submitting design mixtures, review concrete design mixture and examine procedures for ensuring quality of concrete materials. Require representatives of each entity directly concerned with cast‐in‐place concrete to attend, including the following:

a. Contractor's superintendent.

b. Independent testing agency responsible for concrete design mixtures.

c. Concrete subcontractor.

d. Other relevant subcontractors.

2. Review the special inspection and testing and inspecting agency procedures for field quality control, concrete finishes and finishing, floor and slab flatness and levelness measurement, concrete repair proceedures, and concrete protection.

1.06 PRODUCT DELIVERY, STORAGE AND HANDLING

A. Ensure storage facilities are weather tight and dry.

B. Deliver and store packaged materials in original containers with seals unbroken and labels intact until time of use.

C. Store bulk cement in bins capable of preventing exposure to moisture.

D. Use sacked cement in chronological order of delivery. Store each shipment so that it may be readily distinguishable from other shipments.

E. Deliver, store, and handle steel reinforcement to prevent bending and damage.

F. Store waterstops under cover to protect from moisture, sunlight, dirt, oil, and other contaminants.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection:

1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products specified.


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2. Products: Subject to compliance with requirements, provide one of the products specified.

3. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified.

4. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified.

2.02 FORMWORK

A. Formwork Design and Construction: Comply with guidelines of ACI 347 to provide formwork that will produce concrete complying with tolerances of ACI 117.

B. Form Materials at Architectural Concrete: Contractor's choice of standard products with sufficient strength to withstand hydrostatic head without distortion in excess of permitted tolerances.

1. Form Facing for Exposed Finish Concrete: Contractor's choice of materials that will provide continuous, true, smooth, and stain‐free final appearance. Furnish in largest practicable sizes to minimize number of joints.

2. Earth Cuts: Do not use earth cuts as forms for vertical surfaces. Natural rock formations that maintain a stable vertical edge may be used as side forms.

3. Form Coating: Release agent that will not adversely affect concrete or interfere with application of coatings.

4. Form Ties: Cone snap type that will leave no metal within 1‐1/2 inches of concrete surface.

C. Smooth‐Formed Finished Concrete: Form‐facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.

1. Metal, or other approved panel materials.

2. Exposed concrete, exterior‐grade plywood panels, suitable for concrete forms, complying with DOC PS 1, and as follows:

a. High‐density overlay (HDO), Class 1 or better.

b. Medium‐density overlay (MDO), Class 1 or better; mill‐release agent treated and edge sealed.

3. Unexposed concrete, exterior‐grade plywood panels, suitable for concrete forms, complying with DOC PS 1, and as follows:

a. Structural 1, B‐B or better; mill oiled and edge sealed.

b. B‐B (Concrete Form), Class 1 or better; mill oiled and edge sealed.

D. Rough‐Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit.

E. Form Materials: Contractor's choice of standard products with sufficient strength to withstand hydrostatic head without distortion in excess of permitted tolerances.

1. Form Facing for Non‐Exposed Finish Concrete (non‐Architectural Concrete): Contractor's choice of materials that will provide smooth, stain‐free final appearance.

2. Earth Cuts: Do not use earth cuts as forms for vertical surfaces. Natural rock formations that


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maintain a stable vertical edge may be used as side forms.

3. Form Coating: Release agent that will not adversely affect concrete or interfere with application of coatings.

4. Form Ties: Cone snap type that will leave no metal within 1‐1/2 inches of concrete surface.

F. Pan‐Type Forms: Glass‐fiber‐reinforced plastic or formed steel, stiffened to resist plastic concrete loads without detrimental deformation.

G. Void Forms: Biodegradable paper surface, treated for moisture resistance, structurally sufficient to support weight of plastic concrete and other superimposed loads.

H. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch (19 by 19 mm), minimum.

I. Rustication Strips: Wood, metal, PVC, or rubber strips, kerfed for ease of form removal; dimensions as indicated.

J. Form‐Release Agent: Commercially formulated form‐release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces.

1. Formulate form‐release agent with rust inhibitor for steel form‐facing materials.

K. Form Ties: Factory‐fabricated, removable or snap‐off metal or glass‐fiber‐reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.

1. Furnish ties with integral water‐barrier plates to walls indicated to receive dampproofing or waterproofing.

2. At exposed concrete:

a. Furnish units that will leave no corrodible metal closer than 1 inch (25 mm) to the plane of exposed concrete surface.

b. Furnish ties that, when removed, will leave holes no larger than 1 inch (25 mm) in diameter in concrete surface.

2.03 EXPANDED POLYSTYRENE (EPS) STRUCTURAL FILL

A. Expanded polystyrene (EPS) Geofoam Design and Construction: Comply with guidelines of ASTM D 6817 ‐ Standard Specification for Rigid, Cellular Polystyrene Geofoam.

B. DELIVERY, STORAGE & HANDLING

1. Deliver EPS Geofoam labeled with material Type.

2. Store above ground, and protected from moisture and sunlight prior to installation.

3. Product should not be exposed to open flame or other ignition sources.

C. Manufacturers/ Suppliers:

1. ACH Foam Technologies, LLC, 920 Kleppe Lane, Sparks, NV 89431

2. Big Sky Insulations, Inc., 15 Arden Drive, Belgrade, MT 59714

3. Therma Foam, Inc., 1240 Hwy 77 North, Hillsboro, TX 76645


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4. AFM Corporation, 211 S River Ridge Circle, Suite 102A, Burnsville, MN 55337

D. EPS GEOFOAM

1. EPS Geofoam in compliance with ASTM D 6817.

2. Provide the EPS Geofoam Type required by the project from the following types:

Type per ASTM D6817

EPS12 EPS15 EPS19 EPS22 EPS29

Density, Min. 0.7 0.9 1.2 1.4 1.8 Compressive Resistance @ 1% deformation, min., (psi)

2.2 3.6 5.8 7.3 10.9

Compressive Resistance @ 5% deformation, min., (psi)

5.1 8.0 31.1 16.7 24.7

Compressive Resistance @ 10% deformation, min., (psi)

5.8 10.2 16.0 19.6 29.0

Flexural Strength min., (psi)

10.0 25.0 30.0 40.0 50.0

Water Absorption by total immersion, max., volume %

4.0 4.0 3.0 3.0 2.0

E. RESTRAINING PLATES

1. Restraining plates shall be used to restrain EPS Geofoam from moving laterally in layer over layer applications. The plate shall be made of galvanized or stainless steel with two‐sided multi‐barbed design capable of piercing geofoam. Each plate shall be capable of a lateral holding strength of 60 lbs.

a. GeoGripper plate manufactured by AFM Corporation

2. Provide four (4) plates for each 4' x 8' section of EPS block are required.

F. Manufacturer's Instructions: Comply with manufacturer's EPS Geofoam product data; including technical bulletins. Install in compliance with manufacturer's recommendations, to suit project requirements.

G. Protection: Protect installed product and finish surfaces from damage during construction as required.


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2.04 REINFORCEMENT

A. Recycled Content of Steel Products: Provide products with an average recycled content of steel products so postconsumer recycled content plus one‐half of preconsumer recycled content is not less than 60 percent.

B. Reinforcing Steel Bars: ASTM A 615/A 615M Grade 60 (420), or ASTM A706, as indicated.

C. Low‐Alloy‐Steel Reinforcing Bars: ASTM A 706/A 706M, deformed.

D. Steel Bar Mats: ASTM A 184/A 184M, fabricated from [ASTM A 615/A 615M, Grade 60 (Grade 420)] [ASTM A 706/A 706M], deformed bars, assembled with clips.

E. Plain‐Steel Wire: ASTM A 82, as drawn.

F. Deformed‐Steel Wire: ASTM A 496.

G. Plain Steel Welded Wire Reinforcement: ASTM A 185/A 185M, plain type.

H. Deformed‐Steel Welded Wire Reinforcement: ASTM A 497, flat sheet.

I. Reinforcement Accessories:

1. Joint Dowel Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), plain‐steel bars, cut bars true to length with ends square and free of burrs.

2. Tie Wire: Annealed, minimum 16 gage.

3. Bar Supports: Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows:

a. For concrete surfaces exposed to view where legs of wire bar supports contact forms, use CRSI Class 1 plastic‐protected steel wire or CRSI Class 2 stainless‐steel bar supports.

4. At Architectural Concrete (AC‐#): Provide stainless steel, galvanized, or plastic components for placement within 1‐1/2 inches of weathering surfaces.

2.05 CONCRETE MATERIALS

A. Cement: ASTM C 150, Type II ‐ Moderate portland type.

1. Acquire all cement for entire project from same source.

B. Fine and Coarse Aggregates: ASTM C 33.

1. Acquire all aggregates for entire project from same source.

C. Fly Ash: ASTM C 618, Class C or F as indicated.

D. Silica Fume: ASTM C 1240, amorphous silica, proportioned in accordance with ACI 211.1.

E. Normal‐Weight Aggregates: ASTM C 33, Class 3S or 3M or 1N coarse aggregate or better, graded. Provide aggregates from a single source.

1. Maximum Coarse‐Aggregate Size: 3/4 inch (19 mm) nominal.

2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

F. Lightweight Aggregate: ASTM C 330, 3/8‐inch (10‐mm) nominal maximum aggregate size.


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G. Water: ASTM C 94/C 94M, potable, and not detrimental to concrete.

2.06 CHEMICAL ADMIXTURES

A. General: Provide admixtures where indicated to meet the following:

B. Air Entrainment Admixture: ASTM C 260.

1. Acceptable Products:

a. Daravair by Grace Construction Products.

b. Master Builders "Micro‐Air" by BASF Admixtures.

c. "Sika Aer" by Sika Corp..

d. Substitutions: See Section 01 6000 ‐ Product Requirements.

C. Provide admixtures certified by manufacturer to be compatible with other admixtures. Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by weight of cement. Do not use calcium chloride or admixtures containing calcium chloride.

D. High Range Water Reducing and Retarding Admixture: ASTM C 494/C 494M Type G.

E. High Range Water Reducing Admixture: ASTM C 494/C 494M Type F.


a. "Daracem 19" by Grace Construction or "ADVA 100" by Grace Construction?.

b. Master Builders "Rheobuild" by BASF Admixtures.

c. "Sikament" by Sika Corp..


F. Water Reducing and Accelerating Admixture: ASTM C 494/C 494M Type E.


a. Master Builders "Pozzutec 20+" by BASF Admixtures.

b. "Accelguard 80" by Euclid Chemical Co..

c. Substitutions: See Section 01 6000 ‐ Product Requirements.

G. Water Reducing and Retarding Admixture: ASTM C 494/C 494M Type D.


a. Master Builders "Pozzolith R" by BASF Admixtures.

b. "Daratard 17" by Grace Construction Products.

c. "Plastiment" by Sika Corp..


H. Retarding Admixture: ASTM C 494/C 494M Type B.

I. Water Reducing Admixture: ASTM C 494/C 494M Type A.



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a. Master Builders "Pozzolith" by BASF Admixtures.

b. "WRDA" by Grace Construction Products.

c. "Plastocrete 161" by Sika Corp..


J. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.

K. Color Pigment: ASTM C 979, synthetic mineral‐oxide pigments or colored water‐reducing admixtures; color stable, free of carbon black, nonfading, and resistant to lime and other alkalis.

1. Manufacturer's:

a. Bayer Corporation.

b. ChemMasters.

c. Conspec Marketing & Manufacturing Co., Inc.; a Dayton Superior Company.

d. Davis Colors.

e. Elementis Pigments, Inc.

f. Hoover Color Corporation.

g. Lambert Corporation.

h. Scofield, L. M. Company.

i. Solomon Colors.

2. Color: Match Architect's sample.

2.07 ACCESSORY MATERIALS

A. Underslab Vapor Barrier: Polyolefin‐based, complying with ASTM E 1745, Class A; stated by manufacturer as suitable for installation in contact with soil or granular fill under concrete slabs and at exterior‐face of below‐grade walls.

1. Performance:

a. Permeance of less than 0.03 Perms (grains / ft2 x hr x in.Hg) per ASTM F 1249 or ASTM E 96.

b. Maintain permeance of less than 0.03 Perms (grains / ft2 x hr x in.Hg) after mandatory conditioning tests per ASTM E 154 Sections 8, 11, 12, and 13

2. Products:

a. "StegoWrap 10‐mil" by Stego Industries, www.stegoindustries.com.

b. "Perminator 10‐mil" by Sealtight, div. of W.R. Meadows, Inc., www.wrmeadows.com.


3. Accessories:

a. Seam Tape: Vapor barrier manufacturer's standard pressure sensitive tape; permeance less than 0.3 perms per ASTM F 1249 or ASTM E 96.


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b. Vapor Proofing Mastic: Vapor barrier manufacturer's standard; permeance less than 0.3 perms per ASTM F 1249 or ASTM E 96.

c. Pipe/ Conduit Boots: Construct pipe boots from vapor barrier material, seam tape and/or mastic per manufacturer's instructions.

B. Non‐Shrink Grout: ASTM C 1107/C 1107M; premixed compound consisting of non‐metallic aggregate, cement, water reducing and plasticizing agents.


a. "Masterflow 928 Grout" by Master Builders.

b. "Non‐Ferrous, Non‐Shrink Grout" by Burke.


C. Moisture‐Retaining Cover: ASTM C 171; regular curing paper, white curing paper, clear polyethylene, white polyethylene, or white burlap‐polyethylene sheet.

D. Liquid Curing Compound: ASTM C 309, Type 1, clear or translucent.


a. At concrete slabs to receive Ground Concrete Finish (GCF) system: "Ashford Formula" by Curecrete Distribution, Inc; www.ashfordformula.com; 800‐998‐5664.

2.08 NON‐PENETRATING SCREED SYSTEMS

A. Utilize methods of screeding concrete slabs that do not penetrate the underslab vapor barrier. Various systems available include adjustable, moveable screeds and laser‐guided screeds. Refer to Division 7 section " Underslab Vapor Barrier" and the following manufacturers:

1. Adjustable, moveable screeds: Adjustable Quick Screed, Grann Enterprises, Galt, Ca, 866‐554‐7266.

2. Laser‐guided screeds: Somero Enterprises, Jaffrey, NH, 630‐435‐1664;Superior Concrete, Evansville, IN, 812‐422‐6914.

2.09 BONDING AND JOINTING PRODUCTS

A. Epoxy Bonding System: Complying with ASTM C 881/C 881M and of Type required for specific application.

B. Waterstops: Rubber, complying with COE CRD‐C 513. For embedding in concrete to prevent passage of fluids through joints. Factory fabricate corners, intersections, and directional changes.

1. Manufacturers:

a. Greenstreak.

b. Progress Unlimited, Inc.

c. Williams Products, Inc.

2. Configuration: As indicated on the drawings or as recommended by the Manufacturer.

3. Size: As indicated on the drawings or as recommended by the Manufacturer.

C. Waterstops: PVC, complying with COE CRD‐C 572. For embedding in concrete to prevent


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passage of fluids through joints. Factory fabricate corners, intersections, and directional changes.

1. Manufacturers:

a. Bometals, Inc.

b. Greenstreak.

c. Meadows, W. R., Inc.

d. Murphy, Paul Plastics Co.

e. Progress Unlimited, Inc.

f. Tamms Industries, Inc.

g. Vinylex Corp.

2. Configuration: As indicated on the drawings or as recommended by the Manufacturer.

3. Size: As indicated on the drawings or as recommended by the Manufacturer.

D. Joint Filler: Nonextruding, resilient asphalt impregnated fiberboard, felt, or cork, complying with ASTM D 1751, 1/4 inch thick and 4 inches deep; tongue and groove profile.

E. Slab Construction Joint Devices: Combination keyed joint form and screed, galvanized steel, with minimum 1 inch diameter holes for conduit or rebars to pass through at 6 inches on center; ribbed steel stakes for setting.

2.10 FILL MATERIAL

A. Refer to project's geotechnical report.

2.11 CURING MATERIALS

A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete.

1. Products:

a. Cimfilm by Axim Concrete Technologies.

b. BurkeFilm by Burke, a Division of Edoco.

c. Spray‐Film by ChemMasters.

d. Aquafilm by Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior Company.

e. Sure Film by Dayton Superior Corporation.

f. Eucobar by The Euclid Chemical Company.

g. Vapor Aid by Kaufman Products, Inc..

h. Lambco Skin by Lambert Corporation.

i. E‐Con by L&M Construction Chemicals, Inc..

j. Confilm BY MBT Protection and Repair, a Division of ChemRex.

k. Sealtight Evapre by Meadows, W. R., Inc..

l. Waterhold by Metalcrete Industries.


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m. Monofilm by Nox‐Crete Products Group, a Division of Kinsman Corporation.

n. SikaFilm by Sika Corporation, Inc..

o. Finishing Aid by Symons Corporation, a Dayton Superior Company.

p. Pro‐Film by Unitex.

q. US Spec Monofilm ER by US Mix Products Company.

r. Certi‐Vex EnvioAssist by Vexcon Chemicals, Inc..

B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 ounces per square yard (305 grams per square meter) when dry.

C. Moisture‐Retaining Cover: ASTM C 171, polyethylene film or white burlap‐polyethylene sheet.

D. Water: Potable.

E. Clear, Waterborne, Membrane‐Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating.

1. Products:

a. AH Curing Compound #2 DR WB by Anti‐Hydro International, Inc..

b. Aqua Resin Cure by Burke by Edoco.

c. Safe‐Cure Clear by ChemMasters.

d. W.B. Resin Cure by Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior Company.

e. Day Chem Rez Cure (J‐11‐W) by Dayton Superior Corporation.

f. Kurez DR VOX by The Euclid Chemical Company.

g. Thinfilm 420 by Kaufman Products, Inc..

h. Aqua Kure‐Clear by Lambert Corporation.

i. L&M Cure R by L&M Construction Chemicals, Inc..

j. 1100 Clear by Meadows, W. R., Inc..

k. Resin Cure E by Nox‐Crete Products Group, a Division of Kinsman Corporation.

l. Resi‐Chem Clear Cure by Symons Corporation, a Dayton Superior Company.

m. Horncure WB 30 by Tamms Industries, Inc..

n. Hydro Cure 309 by Unitex.

o. US Spec Maxcure Resin Clear by US Mix Products Company.

p. Certi‐Vex Enviocure 100 by Vexcon Chemicals, Inc..

F. Clear, Waterborne, Membrane‐Forming Curing and Sealing Compound: ASTM C 1315, Type 1, Class A; at locations indicated to receive exposed, sealed finish.

1. Products:

a. Cureseal 1315 WB by Burke, a Division of Edoco.


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b. Polyseal WB by ChemMasters.

c. Sealcure 1315 WB by Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior Company.

d. Super Diamond Clear VOX by The Euclid Chemical Company.

e. Sure Cure 25 Emulsion by Kaufman Products, Inc..

f. UV Safe Seal by Lambert Corporation.

g. Lumiseal WB Plus by L&M Construction Chemicals, Inc..

h. Vocomp‐30 by Meadows, W. R., Inc..

i. Metcure 30 by Metalcrete Industries.

j. Cure & Seal 31 Percent E by Symons Corporation, a Dayton Superior Company.

k. LusterSeal WB 300 by Tamms Industries, Inc..

l. Hydro Seal 25 by Unitex.

m. US Spec Radiance UV‐25 by US Mix Products Company.

n. Vexcon Starseal 1315 by Vexcon Chemicals, Inc..

2.12 RELATED MATERIALS

A. Expansion‐ and Isolation‐Joint‐Filler Strips:

1. ASTM D 1751, asphalt‐saturated cellulosic fiber.

2. ASTM D 1752, cork or self‐expanding cork.

B. Semirigid Joint Filler: Two‐component, semirigid, 100 percent solids, epoxy resin with a Type A shore durometer hardness of 80 per ASTM D 2240.

C. Reglets: Fabricate reglets of not less than 0.0217 inch (0.55 mm) thick, galvanized steel sheet. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete or debris.

D. Dovetail Anchor Slots: Hot‐dip galvanized steel sheet, not less than 0.0336 inch (0.85 mm) thick, with bent tab anchors. Temporarily fill or cover face opening of slots to prevent intrusion of concrete or debris.

2.13 REPAIR MATERIALS

A. Repair Underlayment: Cement‐based, polymer‐modified, self‐leveling product that can be applied in thicknesses from 1/8 inch (3.2 mm) and that can be feathered at edges to match adjacent floor elevations.

1. Cement Binder: ASTM C 150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219.

2. Primer: Product of underlayment manufacturer recommended for substrate, conditions, and application.

3. Aggregate: Well‐graded, washed gravel, 1/8 to 1/4 inch (3.2 to 6 mm) or coarse sand as recommended by underlayment manufacturer.

4. Compressive Strength: Not less than 4100 psi (29 MPa) at 28 days when tested according to


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ASTM C 109/C 109M.

2.14 CONCRETE MIX DESIGN

A. Concrete Strength: Establish required average strength for each type of concrete on the basis of field experience or trial mixtures, as specified in ACI 301.

1. For trial mixtures method, employ independent testing agency acceptable to Designer‐of‐Record for preparing and reporting proposed mix designs.

B. Admixtures: Add acceptable admixtures as recommended in ACI 211.1 and at rates recommended by manufacturer.

1. Use water‐reducing, high‐range water‐reducing, or plasticizing admixture in concrete, as required, for placement and workability.

2. Use water‐reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions.

3. Use water‐reducing admixture in pumped concrete, concrete for heavy‐use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a water‐cementitious materials ratio below 0.50.

4. Use corrosion‐inhibiting admixture in concrete mixtures where indicated.

C. Cementitios Materials: Use fly ash, pozzolan, ground granulated blast‐furnace slag, and silica fume as indicated to reduce the total amount of portland cement, which would otherwise be used, by not less than 40 percent. Limit percentage, by weight, of cementitious materials other than portland cement in concrete as follows:

1. Fly Ash: 25 percent.

2. Combined Fly Ash and Pozzolan: 25 percent.

3. Ground Granulated Blast‐Furnace Slag: 50 percent.

4. Combined Fly Ash or Pozzolan and Ground Granulated Blast‐Furnace Slag: 50 percent portland cement minimum, with fly ash or pozzolan not exceeding 25 percent.

5. Silica Fume: 10 percent.

6. Combined Fly Ash, Pozzolans, and Silica Fume: 35 percent with fly ash or pozzolans not exceeding 25 percent and silica fume not exceeding 10 percent.

7. Combined Fly Ash or Pozzolans, Ground Granulated Blast‐Furnace Slag, and Silica Fume: 50 percent with fly ash or pozzolans not exceeding 25 percent and silica fume not exceeding 10 percent.

D. Limit water‐soluble, chloride‐ion content in hardened concrete to [0.06] [0.15] [0.30] [1.00] percent by weight of cement.

E. Color Pigment: Add color pigment to concrete mixture according to manufacturer's written instructions and to result in hardened concrete color consistent with approved mockup.

2.15 FABRICATING REINFORCEMENT

A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."


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2.16 MIXING

A. Ready‐Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M, and furnish batch ticket information.

1. When air temperature is between 85 and 90 degrees F (30 and 32 deg C), reduce mixing and delivery time from 1‐1/2 hours to 75 minutes; when air temperature is above 90 degrees F (32 deg C), reduce mixing and delivery time to 60 minutes.

B. On Project Site: Mix in drum type batch mixer, complying with ASTM C 685. Mix each batch not less than 1‐1/2 minutes and not more than 5 minutes.

1. For mixer capacity of 1 cubic yard (0.76 cu. m) or smaller, continue mixing at least 1‐1/2 minutes, but not more than 5 minutes after ingredients are in mixer, before any part of batch is released.

2. For mixer capacity larger than 1 cubic yard (0.76 cu. m), increase mixing time by 15 seconds for each additional 1 cubic yard (0.76 cu. m).

3. Provide batch ticket for each batch discharged and used in the Work, indicating Project identification name and number, date, mixture type, mixture time, quantity, and amount of water added. Record approximate location of final deposit in structure.

C. Transit Mixers: Comply with ASTM C 94/C 94M.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify lines, levels, and dimensions before proceeding with work of this section.

B. Examine units of work to be cast and verify that:

1. Construction of formwork is complete.

2. Required reinforcement, inserts, and embedded items are in place.

3. Form ties at construction joints are tight.

4. Concrete‐receiving places are free of debris.

5. Depths of depressed slab conditions are correct for delayed finish noted and for its proper bonding to concrete.

6. Conveying equipment is clean and properly operating.

C. Do not begin casting before unsatisfactory conditions have been corrected.

3.02 PREPARATION

A. Formwork: Comply with requirements of ACI 301. Design and fabricate forms to support all applied loads until concrete is cured, and for easy removal without damage to concrete.

B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117.


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C. Limit concrete surface irregularities, designated by ACI 347R as abrupt or gradual, as follows:

1. Class A, 1/8 inch for smooth‐formed finished surfaces.

2. Class B, 1/4 inch for rough‐formed finished surfaces.

D. Verify that forms are clean and free of rust before applying release agent.

E. Coordinate placement of embedded items with erection of concrete formwork and placement of form accessories.

F. Where new concrete is to be bonded to previously placed concrete, roughen concrete surface to 1/4‐inch full amplitude and prepare existing surface by cleaning with steel brush and applying bonding agent in accordance with manufacturer's instructions.

1. Use epoxy bonding system for bonding to damp surfaces, for structural load‐bearing applications, and where curing under humid conditions is required.

G. In locations where new concrete is doweled to existing work, drill holes in existing concrete, insert steel dowels and pack solid with non‐shrink grout.

H. Install vapor retarder under interior slabs on grade following manufacturer's published recommendations. Lap joints minimum 6 inches and seal watertight by taping edges and ends and by taping and sealing around penetrations. Repair damaged vapor retarder prior to reinforcing installation.

3.03 EMBEDDED ITEMS

A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast‐in‐place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.

1. Install anchor rods, accurately located, to elevations required and complying with tolerances in Section 7.5 of AISC's "Code of Standard Practice for Steel Buildings and Bridges."

2. Install reglets to receive waterproofing and to receive through‐wall flashings in outer face of concrete frame at exterior walls, where flashing is shown at lintels, shelf angles, and other conditions.

3. Install dovetail anchor slots in concrete structures as indicated.

3.04 REMOVING AND REUSING FORMS

A. General: Formwork for sides of beams, walls, columns, and similar parts of the Work that does not support weight of concrete may be removed after cumulatively curing at not less than 50 degrees F (10 deg C) for 24 hours after placing concrete, if concrete is hard enough to not be damaged by form‐removal operations and curing and protection operations are maintained.

1. Leave formwork for beam soffits, joists, slabs, and other structural elements that supports weight of concrete in place until concrete has achieved at least 70 percent of its 28‐day design compressive strength.

2. Remove forms only if shores have been arranged to permit removal of forms without loosening or disturbing shores.

B. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form‐facing material will not be acceptable for exposed surfaces. Apply new


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form‐release agent.

C. When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints. Align and secure joints to avoid offsets. Do not use patched forms for exposed concrete surfaces unless approved by Architect.

3.05 SHORES AND RESHORES

A. Comply with ACI 318 (ACI 318M) and ACI 301 for design, installation, and removal of shoring and reshoring.

1. Do not remove shoring or reshoring until measurement of slab tolerances is complete.

B. In multistory construction, extend shoring or reshoring over a sufficient number of stories to distribute loads in such a manner that no floor or member will be excessively loaded or will induce tensile stress in concrete members without sufficient steel reinforcement.

C. Plan sequence of removal of shores and reshore to avoid damage to concrete. Locate and provide adequate reshoring to support construction without excessive stress or deflection.

3.06 VAPOR BARRIERS

A. Plastic Vapor Barriers: Place, protect, and repair vapor retarders according to ASTM E 1643 and manufacturer's written instructions.

1. Lap joints and seal per manufacturer's recommendations.

3.07 INSTALLING REINFORCEMENT

A. Comply with requirements of ACI 301. Clean reinforcement of loose rust and mill scale, and accurately position, support, and secure in place to achieve not less than minimum concrete coverage required for protection.

B. Do not cut or puncture vapor retarder. Repair damage and reseal vapor barrier before placing concrete.

C. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces.

D. Install welded wire reinforcement in maximum possible lengths, and offset end laps in both directions. Splice laps with tie wire.

E. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not interfere with concrete placement.

3.08 JOINTS

A. General: Construct joints true to line with faces perpendicular to surface plane of concrete.

B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect.

1. Place joints perpendicular to main reinforcement. Continue reinforcement across construction joints, unless otherwise indicated. Do not continue reinforcement through sides of strip placements of floors and slabs.

2. Form keyed joints as indicated. Embed keys at least 1‐1/2 inches (38 mm) into concrete.

3. Locate joints for beams, slabs, joists, and girders in the middle third of spans. Offset joints in girders a minimum distance of twice the beam width from a beam‐girder intersection.


03 3000 ‐ 19 BID SET 08/26/09

4. Locate horizontal joints in walls and columns at underside of floors, slabs, beams, and girders and at the top of footings or floor slabs.

5. Space vertical joints in walls as indicated. Locate joints beside piers integral with walls, near corners, and in concealed locations where possible.

6. Use a bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces.

7. Use epoxy‐bonding adhesive at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces.

C. Contraction Joints in Slabs‐on‐Grade: Form weakened‐plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one‐fourth of concrete thickness as follows:

1. Grooved Joints: Form contraction joints after initial floating by grooving and finishing each edge of joint to a radius of 1/8 inch (3.2 mm). Repeat grooving of contraction joints after applying surface finishes. Eliminate groover tool marks on concrete surfaces.

2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond‐rimmed blades. Cut 1/8‐inch‐ (3.2‐mm‐) wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks.

D. Isolation Joints in Slabs‐on‐Grade: After removing formwork, install joint‐filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated.

1. Extend joint‐filler strips full width and depth of joint, terminating flush with finished concrete surface, unless otherwise indicated.

2. Terminate full‐width joint‐filler strips not less than 1/2 inch (13 mm) or more than 1 inch (25 mm) below finished concrete surface where joint sealants, specified in Division 07 Section "Joint Sealants," are indicated.

3. Install joint‐filler strips in lengths as long as practicable. Where more than one length is required, lace or clip sections together.

E. Doweled Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or asphalt coat one‐half of dowel length to prevent concrete bonding to one side of joint.

3.09 WATERSTOPS

A. Flexible Waterstops: Install in construction joints and at other joints indicated to form a continuous diaphragm. Install in longest lengths practicable. Support and protect exposed waterstops during progress of the Work. Field fabricate joints in waterstops according to manufacturer's written instructions.

3.10 PLACING CONCRETE

A. Place concrete in accordance with ACI 304R.

B. Ensure that installation of formwork, reinforcement, inserts, waterstops, embedded parts, and formed construction joint devices is complete, that required inspections have been performed, and will not be disturbed during concrete placement.


03 3000 ‐ 20 BID SET 08/26/09

C. Do not add water to concrete during delivery, at Project site, or during placement unless approved by Architect.

D. Before test sampling and placing concrete, water may be added at Project site, subject to limitations of ACI 301.

1. Do not add water to concrete after adding high‐range water‐reducing admixtures to mixture.

E. Repair underslab vapor retarder damaged during placement of concrete reinforcing. Repair with vapor retarder material; lap over damaged areas minimum 6 inches and seal watertight.

F. Separate slabs on grade from vertical surfaces with joint filler.

G. Place joint filler in floor slab pattern placement sequence. Set top to required elevations. Secure to resist movement by wet concrete.

H. Extend joint filler from bottom of slab to within 1/2 inch of finished slab surface. Conform to Section 07 9005 for finish joint sealer requirements.

I. Install joint devices in accordance with manufacturer's instructions.

J. Install construction joint devices in coordination with floor slab pattern placement sequence. Set top to required elevations. Secure to resist movement by wet concrete.

K. Apply sealants in joint devices in accordance with Section 07 9005.

L. Maintain records of concrete placement. Record date, location, quantity, air temperature, and test samples taken.

M. Place concrete continuously between predetermined expansion, control, and construction joints.

N. Deposit concrete vertically in its final position. Avoid free falls in excess of six feet where reinforcement will cause segregation and in typical conditions unless the Design‐Builder and Designer‐of‐Record approves otherwise. At Architectural Concrete, deposit concrete in forms in a manner to avoid inclined construction joints and/or visible "lift lines". Unless otherwise indicated or approved, place each layer while preceding layer is still plastic, to avoid cold joints and/or visible "lift lines".

1. Concrete pours wider than 4 feet 0 inches shall be deposited in horizontal layers no deeper than 24 inches.

O. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation.

1. Deposit concrete in horizontal layers of depth to not exceed formwork design pressures and in a manner to avoid inclined construction joints.

2. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301.

3. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations to rapidly penetrate placed layer and at least 6 inches (150 mm) into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mixture constituents to segregate.


03 3000 ‐ 21 BID SET 08/26/09

P. Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of construction joints, until placement of a panel or section is complete.

1. Consolidate concrete during placement operations so concrete is thoroughly worked around reinforcement and other embedded items and into corners.

2. Maintain reinforcement in position on chairs during concrete placement.

3. Screed slab surfaces with a straightedge and strike off to correct elevations.

4. Slope surfaces uniformly to drains where required.

5. Begin initial floating using bull floats or darbies to form a uniform and open‐textured surface plane, before excess bleedwater appears on the surface. Do not further disturb slab surfaces before starting finishing operations.

3.11 CONSOLIDATING

A. Use vibrators controlled by experienced operators for thorough consolidation of concrete. Do not use vibrators to transport concrete inside forms.

B. Provide vibrators for each location during simultaneous placing to ensure timely consolidation around reinforcement, embedded items and into corners of forms; ensure availability of spare vibrators in case of failures.

1. Vibrate through full depth of freshly placed concrete. Insert and withdraw vibrators vertically at uniformly spaced locations no farther than the visible effectiveness of the vibrator.

2. Place vibrators to rapidly penetrate placed layer and at least 6 inches (150 mm) into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity.

3. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mix constituents to segregate

4. Do not place vibrators against reinforcement or attach to forms.

5. Architectural Concrete: In addition to vibrating, spade along forms with flat strap or plate. Unless otherwise indicated or approved, vibrate sufficiently to avoid cold joints and visible “lift lines”

C. Cold‐Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures.

1. When average high and low temperature is expected to fall below 40 degrees F (4.4 deg C) for three successive days, maintain delivered concrete mixture temperature within the temperature range required by ACI 301.

2. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials.

3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs.

D. Hot‐Weather Placement: Comply with ACI 301 and as follows:

1. Maintain concrete temperature below 90 degrees F (32 deg C) at time of placement. Chilled


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mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option.

2. Fog‐spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas.

E. Saw cut joints within 24 hours after placing. Use 3/16 inch thick blade, cut into 1/4 depth of slab thickness.

F. Construction Joints:

1. Verify location and conformance with typical details; provide only where designated or approved by the Design‐Builder and Designer‐of‐Record. Comply with CBC Section 1906.4.

2. All horizontal and vertical construction joints to be thoroughly sandblasted to clean and roughen entire surface to minimum 1/4‐inch relief exposing clean coarse aggregate solidly embedded in mortar matrix.

3. Just prior to depositing concrete, the surface of the construction joint shall be thoroughly wetted.

G. Contraction (Control) Joints in Slabs‐on‐Grade:

1. Construct contraction joins in slabs‐on‐ground to form panels of patterns indicated on Shop Drawings. Use saw cuts 1/8‐inch x 1/3 of slab depth, unless otherwise indicated.

2. Time saw cutting to allow sufficient curing of concrete to prevent raveled or broken edges.

3. Contraction joints in unexposed floor slabs may be formed by saw cuts as soon as possible after slab finishing as may be safely done without dislodging aggregate.

4. If joint pattern is not shown, provide joints not exceeding 15‐feet in either direction and located to conform to bay spacing wherever possible (at column centerlines, half bays, third‐bays).

H. Walls and Other Formed Elements:

1. Space points of deposit to eliminate need for lateral flow. Placing procedures of concrete in forms permitting escape of mortar, or flow of concrete itself, will not be permitted.

2. Level top surface upon stopping work.

3. Take special care to fill each part of the forms by depositing concrete directly as near final position as possible, and to force concrete under and around reinforcement, embedded items, without displacement.

4. After concrete has taken its initial set, care shall be exercised to avoid jarring forms or placing any strain on ends of projecting reinforcement.

5. Where backfill is placed against a wall, it shall be adequately shored until it has attained design strength.

I. Concrete Fill at Stairs:

1. Preparation:

a. Remove laitance, mortar, oil, grease, paint, etc.


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b. Mechanically chip insufficiently rough surfaces.

c. Remove sand, etc., with compressed air.

2. Finish stairs to profiles shown with cove at base of risers and radius at top: Tool grooves at edge of treads as detailed.

3.12 CONCRETE FINISHING

A. Rough‐Formed Finish: As‐cast concrete texture imparted by form‐facing material. Repair surface defects, including tie holes, immediately after removing formwork. Remove fins and other projections that exceed specified limits on formed‐surface irregularities.

1. Apply to concrete surfaces not exposed to view

B. Smooth‐Formed Finish: As‐cast concrete texture imparted by form‐facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defects. Remove fins and other projections that exceed specified limits on formed‐surface irregularities.

1. Apply to concrete surfaces exposed to view, to receive a rubbed finish, or to be covered with a coating or material applied directly to concrete.

C. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated.

3.13 CURING AND PROTECTION

A. Comply with requirements of ACI 308. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury.

B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete.

1. Normal concrete: Not less than 7 days.

C. Avoid alternate wetting and drying and fluctuations of concrete temperature.

D. Formed Surfaces: Cure by moist curing with forms in place for full curing period.

E. Surfaces Not in Contact with Forms:

1. Slabs and Floors To Receive Adhesive‐Applied Flooring: Curing compounds and other surface coatings are usually considered unacceptable by flooring and adhesive manufacturers. If such materials must be used, either obtain the approval of the flooring and adhesive manufacturers prior to use or remove the surface coating after curing to flooring manufacturer's satisfaction.

2. Initial Curing: Start as soon as free water has disappeared and before surface is dry. Keep continuously moist for not less than three days by water ponding or saturated burlap.

3. Final Curing: Begin after initial curing but before surface is dry.

a. Moisture‐Retaining Cover: Seal in place with waterproof tape or adhesive.

b. Curing Compound: Apply in two coats at right angles, using application rate


03 3000 ‐ 24 BID SET 08/26/09

recommended by manufacturer.

F. Protect concrete from injurious action of the elements and defacement of any nature throughout the duration of construction operations.

G. Protect exposed corners and surfaces of concrete from traffic or use which will damage concrete in any way, including but not limited to the following:

1. Broken, cracked, or missing pieces.

2. Oil, water, or drywall dust stains.

3. Tire or other wheel marks.

4. Differential surface coloring, as caused by placement of materials over or against curing concrete, placement of moist materials over or against cured concrete, etc.

H. Make provisions to keep all Architectural Concrete free from latence caused by spillage or leaking forms or other contaminants. Do not allow laitances to penetrate, stain, or harden on surfaces which have been textured.

I. Make provisions to keep all Exposed Form Finish Concrete free from latence caused by spillage or leaking forms or other contaminants. Do not allow laitances to penetrate, stain, or harden on surfaces which have been textured.

3.14 FIELD QUALITY CONTROL

A. An independent testing agency will perform field quality control tests, as specified in Section 01 4000.

B. Provide free access to concrete operations at project site and cooperate with appointed firm.

C. Submit proposed mix design of each class of concrete to testing firm for review prior to commencement of concrete operations.

D. Compressive Strength Tests: ASTM C 39/C 39M. For each test, mold and cure three concrete test cylinders. Obtain test samples for every 100 cu yd or less of each class of concrete placed.

E. Perform one slump test for each set of test cylinders taken, following procedures of ASTM C 143/C 143M.

3.15 DEFECTIVE CONCRETE

A. Test Results: The testing agency shall report test results in writing to Designer‐of‐Record and Contractor within 24 hours of test.

B. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements.

C. Repair or replacement of defective concrete will be determined by the Designer‐of‐Record. The cost of additional testing shall be borne by Contractor when defective concrete is identified.

D. Do not patch, fill, touch‐up, repair, or replace exposed concrete except upon express direction of Designer‐of‐Record for each individual area.

3.16 CLEANING, PATCHING AND DEFECTIVE WORK, GENERAL

A. Where concrete is under strength, out of line, level or plumb, or shows objectionable cracks, honeycombing, rock pockets, voids, spalling, exposed reinforcement, signs of freezing or is


03 3000 ‐ 25 BID SET 08/26/09

otherwise defective, and, in the Design‐Builder or Designer‐of‐Record's judgment, these defects impair proper strength or appearance of the work, the Design‐Builder or Designer‐of‐Record will require its removal and replacement at the Bidder's expense. Refer to Quality Assurance, “Appearance and Performance Criteria”.

3.17 CLEANING, PATCHING AND DEFECTIVE WORK, ARCHITECTURAL CONCRETE

A. Defective Concrete: Repair and patch defective areas only when approved by Designer‐of‐Record.

B. Patching Mortar: Mix dry‐pack patching mortar, consisting of 1 part portland cement to 2 1/2 parts fine aggregate passing a No. 16 sieve, using only enough water for handling and placing. Provide white cement in amount required to match color of adjacent concrete as judged by Designer‐of‐Record.

C. Perform structural repairs of concrete, subject to Designer‐of‐Record's approval, using epoxy adhesive and patching mortar.

D. Repair materials and installation not specified above may be used, subject to Designer‐of‐Record approval.

3.18 CLEANING, PATCHING AND DEFECTIVE WORK, CONCEALED CONCRETE

A. Immediately after stripping and before concrete is thoroughly dry, patch minor defects, honeycombed areas, etc., with patching mortar. Patch shall match finish of adjacent surface unless otherwise noted. Remove ledges and bulges.

1. Patch form tie holes at Non‐Architectural Concrete.

2. Do not patch form tie holes at Architectural Concrete.

B. Compact mortar into place and neatly file defective surfaces to produce level, true planes. After initial set, dress surfaces of patches mechanically or manually to obtain same texture as surrounding surfaces.

C. Rock Pockets:

1. Cut out to full solid surface and form key.

2. Thoroughly wet before casting mortar.

3. Where the Design‐Builder or Designer‐of‐Record deems rock pocket too large for satisfactory mortar patching as described, cut out defective section to solid surface, key and pack solid with concrete to produce firm bond and match adjacent surface.

3.19 FINISH OF FORMED SURFACES

A. Concrete Sealers:

1. CS‐1 smooth formed surfaces. Location: walls.

2. CS‐2 smooth troweled slabs. Location: general floor finish throughout the building.

3. CS‐3 broom finish slabs. Location: floor at natatorium.

B. Rough Form Non‐Exposed Finish: For formed concrete surfaces not exposed‐to‐view in the finish Work or by other construction. Concrete surface shall have texture imparted by form facing material used; defective areas repaired and patched and fins and other projections exceeding 1/4‐inch in height rubbed down or chipped off, as required for installation of equipment or


03 3000 ‐ 26 BID SET 08/26/09

attachment of other materials.

C. Smooth Form Non‐Exposed Finish: For formed concrete surfaces to be covered with a coating material applied directly to concrete, such as waterproofing, dampproofing, painting or other similar system. This is as‐cast concrete surface obtained with selected form facing material, arranged orderly and symmetrically with a minimum of seams. Repair and patch defective areas with fins or other projections completely removed and smoothed.

D. Smooth Form Exposed Architectural Concrete Finish (AC‐1): As‐cast concrete texture imparted by form‐facing material, arranged to comply with the reveal, form joint, and tie hole layouts in the Drawings. Remove fins and other projections exceeding specified limits on formed‐surface irregularities. When approved by Designer‐of‐Record, repair and patch defects to standard approved at Mock‐up Panels. Prime and fill bottom of form tie holes with sealant as directed In Division 7 ‐ Joint Sealants. Fill exposed form tie holes with preformed tie hole filler plugs, securing in place with adhesive recommended by the plug manufacturer.

1. Final Finish at Architectural Concrete: Once all Architectural Concrete has been constructed, and repaired or patched as approved by the Designer‐of‐Record, the Designer‐of‐Record will evaluate its overall appearance. Based on this evaluation, the Designer‐of‐Record will make a judgment about whether an additional final finish is required to be applied to all Architectural Concrete surfaces.

a. Produce samples of the following on the Cast‐in‐Place Architectural Concrete Mock‐up for review and selection by Design‐builder and Designer‐of‐Record for application to all Architectural Concrete at the actual building:

1) Light sanded finish, using orbital sander and sand paper, followed by a rinse and wipe‐down with clean water.

2) Light sandblast finish.

3) Acid etched finish.

E. Related Unformed Surfaces: At tops of walls, horizontal offsets and similar unformed surfaces occurring adjacent to formed surfaces, strike‐off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated.

3.20 SCHEDULE ‐ CONCRETE TYPES AND FINISHES

A. Schedule: Refer to Structural Drawings.

B. Strength: 3000 Compressive strength in psi after 28‐days when tested in accordance with ASTM C39. All concrete shall develop compression strength specified in 28‐days. To meet above requirements, mix shall be designed such that average compressive strength will exceed specified 28‐day strength by an amount as specified by ACI 318.

C. Aggregate: 3/4 Maximum size in inches.

D. Weight: 145 Pounds per cubic foot, air dry.

E. Slump: 4 In inches when tested in accordance with ASTM C143

3.21 CLEAN UP

A. Perform Work under this Section to keep affected portions of building site neat, clean, and orderly.


03 3000 ‐ 27 BID SET 08/26/09

Remove, immediately upon completion of Work under this Section, surplus materials, rubbish, and equipment associated with or used in performance. Be aware that failure to perform clean‐up operations within 24 hours of notice by General Contractor will be considered adequate grounds for having work done by others at no added expense to the General Contractor.

END OF SECTION


BID SET 08/26/09


89205 ‐ GREEN LINE MARKET 05 5213 ‐ PIPE AND TUBE RAILINGS PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

05 5213 ‐ 1 BID SET 08/26/09

SECTION 05 5213

PIPE AND TUBE RAILINGS

PART 1 GENERAL


A. Wall‐mounted stainless steel and mild steel handrails as indicated.

B. Mild steel handrails and guardrails at all other interior stairs and ramps.

1.02 RELATED REQUIREMENTS

A. Section 03 3000 ‐ Cast‐in‐Place Concrete: Placement of anchors in concrete.

B. Section 09 0260 ‐ Gypsum Board Assemblies: Placement of backing plates in stud wall construction.

C. Section 09 9000 ‐ Painting and Coating: Paint finish.


A. ASTM A 554 ‐ Standard Specification for Welded Stainless Steel Mechanical Tubing; 2003.

B. SSPC‐Paint 15 ‐ Steel Joist Shop Paint; The Society for Protective Coatings; 1999 (Ed. 2004).

1.04 SUBMITTALS

A. Shop Drawings: Indicate profiles, sizes, connection attachments, anchorage, size and type of fasteners, and accessories.

B. Samples: Submit two, 12 inch long samples of handrail. Submit two samples of elbow, wall bracket, and end stop.

PART 2 PRODUCTS

2.01 RAILINGS ‐ GENERAL REQUIREMENTS

A. Structural Performance: Provide railings capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated:

1. Handrails:

a. Uniform load of 50 lbf/ ft. (0.73 kN/m) applied in any direction.

b. Concentrated load of 200 lbf (0.89 kN) applied in any direction.

c. Uniform and concentrated loads need not be assumed to act concurrently.

B. Allow for expansion and contraction of members and building movement without damage to connections or members.

C. Dimensions: Refer to Drawings for Basis‐of‐Design configurations and heights.

D. Provide anchors and other components as required to attach to structure, made of same materials


05 5213 ‐ 2 BID SET 08/26/09

as railing components unless otherwise indicated; where exposed fasteners are unavoidable provide flush countersunk fasteners.

1. For anchorage to concrete, provide expansion anchors.

2. For anchorage to stud walls, provide backing plates, for bolting anchors.

E. Provide welding fittings to join lengths, seal open ends, and conceal exposed mounting bolts and nuts, including but not limited to elbows, T‐shapes, splice connectors, flanges, escutcheons, and wall brackets.

2.02 RAILING SYSTEM

A. Handrails: .

1. All stairs: Provide steel tube; 1‐1/2 inches O.D.; finish as follows:

a. Interior handrails: Shop‐prime for field‐painted interior metals finish; refer to "Shop and Touch‐up Primer" paragraph below.

B. Welding Fittings: Factory‐ or shop‐welded from matching pipe or tube; seams continuously welded; joints and seams ground smooth.

C. Exposed Fasteners: No exposed bolts or screws, except where indicated.

D. Straight Splice Connectors: Steel welding collars.

E. Shop and Touch‐Up Primer: SSPC‐Paint 15, complying with VOC limitations of authorities having jurisdiction.

2.03 FABRICATION

A. Accurately form components to suit specific project conditions and for proper connection to building structure.

B. Fit and shop assemble components in largest practical sizes for delivery to site.

C. Fabricate components with joints tightly fitted and secured. Provide spigots and sleeves to accommodate site assembly and installation.

D. Welded Joints:

1. Exterior Components: Continuously seal joined pieces by continuous welds. Drill condensate drainage holes at bottom of members at locations that will not encourage water intrusion.

2. Interior Components: Continuously seal joined pieces by continuous welds.

3. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that field conditions are acceptable and are ready to receive work.


05 5213 ‐ 3 BID SET 08/26/09

3.02 PREPARATION

A. Clean and strip primed steel items to bare metal where site welding is required.

B. Supply items required to be cast into concrete or embedded in masonry with setting templates, for installation as work of other sections.

3.03 INSTALLATION

A. Install in accordance with manufacturer's instructions.

B. Install components plumb and level, accurately fitted, free from distortion or defects, with tight joints.

C. Anchor railings securely to structure.

D. Conceal anchor bolts and screws whenever possible. Where not concealed, use flush countersunk fastenings.

3.04 TOLERANCES

A. Maximum Variation From Plumb: 1/4 inch per floor level, non‐cumulative.

B. Maximum Offset From True Alignment: 1/4 inch.

C. Maximum Out‐of‐Position: 1/4 inch.

END OF SECTION


BID SET 08/26/09


89205 ‐ GREEN LINE MARKET 06 1000 ‐ ROUGH CARPENTRY PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

06 1000 ‐ 1 BID SET 08/26/09

SECTION 06 1000

ROUGH CARPENTRY

PART 1 GENERAL


A. Rough opening framing for doors, windows, and roof openings.

B. Subflooring.

C. Roof‐mounted curbs.

D. Roofing cant strips.

E. Preservative treated wood materials.

F. Fire retardant treated wood materials.

G. Miscellaneous framing and sheathing.

H. Telecomm and electrical room mounting boards.

I. Concealed wood blocking, nailers, and supports.

J. Miscellaneous wood nailers, furring, and grounds.


A. Section 09 2116 ‐ Gypsum Board Assemblies: Gypsum‐based sheathing.

B. Division 26 ‐ Electrical: Coordination of telecomm and electrical room mounting boards.


A. ASTM A 153/A 153M ‐ Standard Specification for Zinc Coating (Hot‐Dip) on Iron and Steel Hardware; 2005.

B. ASTM D 2898 ‐ Standard Test Methods for Accelerated Weathering of Fire‐Retardant‐Treated Wood for Fire Testing; 2007.

C. ASTM E 84 ‐ Standard Test Method for Surface Burning Characteristics of Building Materials; 2008.

D. AWPA C2 ‐ Lumber, Timber, Bridge Ties and Mine Ties ‐‐ Preservative Treatment by Pressure Processes; American Wood Protection Association; 2003.

E. AWPA C20 ‐ Structural Lumber ‐‐ Fire Retardant Treatment by Pressure Processes; American Wood‐Protection Association; 2003.

F. AWPA C27 ‐ Plywood ‐‐ Fire‐Retardant Treatment by Pressure Processes; American Wood‐Protection Association; 2002.

G. AWPA U1 ‐ Use Category System: User Specification for Treated Wood; American Wood‐Protection Association; 2007.

H. PS 20 ‐ American Softwood Lumber Standard; National Institute of Standards and Technology (Department of Commerce); 2005.


06 1000 ‐ 2 BID SET 08/26/09

I. WWPA G‐5 ‐ Western Lumber Grading Rules; Western Wood Products Association; 2005.

1.04 SUBMITTALS

A. See Division 01, for submittal procedures.

B. Product Data: Provide technical data on wood preservative materials.


A. Lumber: Comply with PS 20 and approved grading rules and inspection agencies.

1. Acceptable Lumber Inspection Agencies: WWPA.

B. Fire‐Retardant Treated Wood: Mark each piece of wood with producer's stamp indicating compliance with specified requirements.

1. Chemical Content: The following compounds are prohibited:

a. Polybrominated diphenyl ethers (PBDE), including Deca‐BDE, Octa‐BDE and Penta‐BDE types.

1.06 DELIVERY, STORAGE, AND HANDLING

A. General: Cover wood products to protect against moisture. Support stacked products to prevent deformation and to allow air circulation.

B. Fire Retardant Treated Wood: Prevent exposure to precipitation during shipping, storage, or installation.

PART 2 PRODUCTS

2.01 GENERAL REQUIREMENTS

A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies.

1. If no species is specified, provide any species graded by the agency specified; if no grading agency is specified, provide lumber graded by any grading agency meeting the specified requirements.

2. Grading Agency: Any grading agency whose rules are approved by the Board of Review, American Lumber Standard Committee (www.alsc.org) and who provides grading service for the species and grade specified; provide lumber stamped with grade mark unless otherwise indicated.

B. Lumber fabricated from old growth timber is not permitted.

C. Provide wood harvested within a 500 mile radius of the project site; see Section 01 6000 for requirements for locally‐sourced products.

2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONS

A. Grading Agency: Western Wood Products Association (WWPA).

B. Sizes: Nominal sizes as indicated on drawings, S4S.

C. Moisture Content: S‐dry or MC19.


06 1000 ‐ 3 BID SET 08/26/09

D. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring:

1. Lumber: S4S, No. 2 or Standard Grade.

2. Boards: Standard or No. 3.

E. Miscellaneous Blocking, Furring, and Nailers:

1. Lumber: S4S, No. 2 or Standard Grade.

2.03 CONSTRUCTION PANELS

A. Telecomm and Electrical Room Mounting Boards: Interior grade, A‐D plywood, or medium density fiberboard; 3/4 inch thick; flame spread index of 25 or less, smoke developed index of 450 or less, when tested in accordance with ASTM E 84.

2.04 ACCESSORIES

A. Fasteners and Anchors:

1. Metal and Finish: Hot‐dipped galvanized steel per ASTM A 153/A 153M for high humidity and preservative‐treated wood locations, unfinished steel elsewhere.

2.05 FACTORY WOOD TREATMENT

A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 ‐ Use Category System for wood treatments determined by use categories, expected service conditions, and specific applications.

1. Fire‐Retardant Treated Wood: Mark each piece of wood with producer's stamp indicating compliance with specified requirements.

B. Fire Retardant Treatment:

1. Chemical Content: The following compounds are prohibited:

a. Polybrominated diphenyl ethers (PBDE), including Deca‐BDE, Octa‐BDE and Penta‐BDE types.

2. Exterior Type: AWPA Use Category UCFB, Commodity Specification H (Treatment C20 for lumber and C27 for plywood), chemically treated and pressure impregnated; capable of providing a maximum flame spread rating of 25 when tested in accordance with ASTM E 84, with no evidence of significant combustion when test is extended for an additional 20 minutes both before and after accelerated weathering test performed in accordance with ASTM D 2898.

a. Kiln dry wood after treatment to a maximum moisture content of 19 percent for lumber and 15 percent for plywood.

b. Do not use Exterior Type fire retardant treated wood in direct contact with the ground.

3. Interior Type A: AWPA Use Category UCFA, Commodity Specification H (Treatment C20 for lumber and C27 for plywood), low temperature (low hygroscopic) type, chemically treated and pressure impregnated; capable of providing a maximum flame spread rating of 25 when tested in accordance with ASTM E 84, with no evidence of significant combustion when test is extended for an additional 20 minutes.

a. Kiln dry wood after treatment to a maximum moisture content of 19 percent for lumber


06 1000 ‐ 4 BID SET 08/26/09

and 15 percent for plywood.

b. Treat rough carpentry items with fire retardant through‐out the Project.

c. Do not use Interior Type A fire retardant treated wood in applications exposed to weather or where the wood may become wet.

C. Preservative Pressure Treatment of Lumber Above Grade: AWPA Use Category UC3B, Commodity Specification A (Treatment C2) using waterborne preservative to 0.25 lb/cu ft retention; except lumber that is continuously protected from liquid water, including plywood backing at toilet rooms, may be treated according to AWPA Treatment C31 with inorganic boron (SBX).

1. Kiln dry lumber after treatment to maximum moisture content of 19 percent.

a. Treat lumber exposed to weather.

2. Treat lumber in contact with roofing, flashing, or waterproofing.

3. Treat lumber in contact with masonry or concrete.

4. Treat lumber less than 18 inches above grade.

PART 3 EXECUTION

3.01 INSTALLATION ‐ GENERAL

A. Select material sizes to minimize waste.

B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory components, including: shims, bracing, and blocking.

C. Where treated wood is used on interior, provide temporary ventilation during and immediately after installation sufficient to remove indoor air contaminants.

3.02 BLOCKING, NAILERS, AND SUPPORTS

A. Provide framing and blocking members as indicated or as required to support finishes, fixtures, specialty items, and trim.

B. In framed assemblies that have concealed spaces, provide solid wood fireblocking as required by applicable local code, to close concealed draft openings between floors and between top story and roof/attic space; other material acceptable to code authorities may be used in lieu of solid wood blocking.

C. In metal stud walls, provide continuous blocking around door and window openings for anchorage of frames, securely attached to stud framing.

D. In walls, provide blocking attached to studs as backing and support for wall‐mounted items, unless item can be securely fastened to two or more studs or other method of support is explicitly indicated.

E. Where ceiling‐mounting is indicated, provide blocking and supplementary supports above ceiling, unless other method of support is explicitly indicated.


06 1000 ‐ 5 BID SET 08/26/09

3.03 INSTALLATION OF ACCESSORIES AND MISCELLANEOUS WOOD

A. Curb roof openings except where prefabricated curbs are provided. Form corners by alternating lapping side members.

B. Coordinate curb installation with installation of decking and support of deck openings, roofing vapor retardant, and parapet construction.

3.04 INSTALLATION OF CONSTRUCTION PANELS

A. Communications and Electrical Room Mounting Boards: Secure with screws to studs with edges over firm bearing; space fasteners at maximum 24 inches on center on all edges and into studs in field of board.

1. At fire‐rated walls, install board over wall board indicated as part of the fire‐rated assembly.

2. Where boards are indicated as full floor‐to‐ceiling height, install with long edge of board parallel to studs.

3. Install adjacent boards without gaps.

B. Telephone and electrical panel boards: Secure with long dimension perpendicular to wall studs, with ends over firm bearing and staggered, using screws.

3.05 TOLERANCES

A. Framing Members: 1/4 inch from true position, maximum.

B. Variation from Plane (Other than Floors): 1/4 inch in 10 feet maximum, and 1/4 inch in 30 feet maximum.

3.06 CLEANING

A. Waste Disposal: Comply with the requirements of Section 01 7419.

1. Comply with applicable regulations.

2. Do not burn scrap on project site.

3. Do not burn scraps that have been pressure treated.

4. Do not send materials treated with pentachlorophenol, CCA, or ACA to co‐generation facilities or “waste‐to‐energy” facilities.

B. Do not leave any wood, shavings, sawdust, etc. on the ground or buried in fill.

C. Prevent sawdust and wood shavings from entering the storm drainage system.

END OF SECTION


BID SET 08/26/09


89205 ‐ GREEN LINE MARKET 06 4100 ‐ ARCHITECTURAL WOOD CASEWORK PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

06 4100 ‐ 1 BID SET 08/26/09

SECTION 06 4100

ARCHITECTURAL WOOD CASEWORK

PART 1 GENERAL


A. Specially fabricated cabinet units.

B. Countertops.

C. Adjustable shelving.

D. Cabinet hardware.

E. Factory finishing.


A. Section 06 1000 ‐ Rough Carpentry: Support framing, grounds, and concealed blocking.


A. ANSI A135.4 ‐ American National Standard for Basic Hardboard; 2004.

B. ANSI A208.2 ‐ American National Standard for Medium Density Fiberboard for Interior Use; 2002.

C. AWI/AWMAC (QSI) ‐ Architectural Woodwork Quality Standards Illustrated; Architectural Woodwork Institute and Architectural Woodwork Manufacturers Association of Canada; 2005, 8th Ed., Version 2.0.

D. BHMA A156.9 ‐ American National Standard for Cabinet Hardware; Builders Hardware Manufacturers Association; 2003 (ANSI/BHMA A156.9).

E. NEMA LD 3 ‐ High‐Pressure Decorative Laminates; National Electrical Manufacturers Association; 2005.

F. PS 1 ‐ Structural Plywood; 2007.

G. PS 20 ‐ American Softwood Lumber Standard; National Institute of Standards and Technology (Department of Commerce); 2005.

1.04 SUBMITTALS

A. See Division 01 for submittal procedures.

B. Shop Drawings: Indicate materials, component profiles and elevations, assembly methods, joint details, fastening methods, accessory listings, hardware location and schedule of finishes.

C. Samples: Submit actual samples of architectural cabinet construction, minimum 12 inches square, illustrating proposed cabinet, countertop, and shelf unit substrate and finish.


A. Perform work in accordance with AWI/AWMAC Architectural Woodwork Quality Standards Illustrated, Custom quality, unless other quality is indicated for specific items.


06 4100 ‐ 2 BID SET 08/26/09

1.06 PRE‐INSTALLATION MEETING

A. Convene not less than one week before starting work of this section.


A. Protect units from moisture damage.

1.08 FIELD CONDITIONS

A. During and after installation of custom cabinets, maintain temperature and humidity conditions in building spaces at same levels planned for occupancy.

PART 2 PRODUCTS

2.01 WOOD‐BASED COMPONENTS

A. Wood fabricated from old growth timber is not permitted.

2.02 LUMBER MATERIALS

A. General: Provide materials rated to meet the requirements of Class B products.

1. Flame spread index of 26‐75, when tested in accordance with ASTM E 84.

2. Smoke developed index of 450 or less, when tested in accordance with ASTM E 84.

B. Softwood Lumber: NIST PS 20; Graded in accordance with AWI/AWMAC Architectural Woodwork Quality Standards Illustrated, Grade II/Custom; average moisture content of 5‐10 percent; species as follows:

1. Exposed Surfaces: Species Douglas fir; quarter‐sawn.

2. Semi‐Exposed Surfaces: Species Douglas fir; plain‐cut.

3. Concealed Surfaces: Species recommended by the manufacturer.

2.03 PANEL MATERIALS




B. Softwood Faced Plywood:

1. Exposed Surfaces: PS 1; APA A‐A Grade, quarter‐cut Douglas fir face veneer, Interior rated adhesives, core of fire‐retardent‐treated medium density fiberboard or engineered combination, thickness as required, slip matched.

2. Concealed Surfaces: PS 1; APA B‐B Grade, rotary cut Douglas fir face veneer, Interior rated adhesives, core of fire‐retardent‐treated medium density fiberboard or engineered combination, thickness as required.

C. Medium Density Fiberboard (MDF): ANSI A208.2; type as specified in AWI/AWMAC Architectural Woodwork Quality Standards Illustrated; composed of wood fibers pressure bonded with moisture resistant adhesive to suit application; sanded faces; thickness as required.


06 4100 ‐ 3 BID SET 08/26/09

1. Use as backing for plastic laminate unless otherwise indicated.

D. Plywood for Non‐Decorative Purposes: NIST PS 1, Interior rated adhesives, core of wood plies from listed species unless otherwise indicated, thickness as indicated or as required by application.

1. Concealed Surfaces: PS 1; APA B‐B Grade, rotary cut Douglas fir face veneer.

E. Hardboard: AHA A135.4; Pressed wood fiber with resin binder, Class 1 ‐ Tempered, 1/4 inch thick, smooth two sides (S2S); use for drawer bottoms, dust panels, and other components indicated on drawings.

F. Hardwood Edgebanding: Use solid hardwood edgebanding matching species, color, grain, and grade for exposed portions of cabinetry.

2.04 LAMINATE MATERIALS




B. Manufacturers:

1. PL‐1: Formica Corporation; Product Reference Finish Legend on Drawings for colors: www.formica.com.

2. PL‐2: Wilsonart International, Inc; Product Reference Finish Legend on Drawings for colors: www.wilsonart.com.

C. High Pressure Decorative Laminate (HPDL): NEMA LD 3, types as recommended for specific applications and to conform to AWI/AWMAC (QSI) standard for grades indicated

1. Horizontal Surfaces: HGS, 0.048 inch nominal thickness, through color, colors as scheduled, finish as scheduled.

2. Vertical Surfaces: VGS, 0.028 inch nominal thickness, through color, colors as scheduled, finish as scheduled.

3. Flame Retardant Surfaces: HGF, 0.048 inch nominal thickness, through color, colors as scheduled, finish as scheduled.

4. Cabinet Liner: CLS, 0.020 inch nominal thickness, through color, colors as scheduled, finish as scheduled.

5. Laminate Backer: BKL, 0.020 inch nominal thickness, undecorated; for application to concealed backside of panels faced with high pressure decorative laminate.

2.05 COUNTERTOPS

A. Plastic Laminate Countertops: Medium density fiberboard substrate covered with HPDL, conventionally fabricated and self‐edge banded.

2.06 ADJUSTABLE SHELVING

A. Where adjustable shelving is indicated at Fabric Wrapped Panels (FWP‐1): Provide plastic laminate‐faced, MDF core, shelving as indicated; provide PL‐8.


06 4100 ‐ 4 BID SET 08/26/09

2.07 ACCESSORIES

A. Adhesive: Type recommended by fabricator to suit application.

B. Bolts, Nuts, Washers, Lags, Pins, and Screws: Of size and type to suit application; galvanized or chrome‐plated finish in concealed locations and stainless steel, or chrome‐plated finish in exposed locations.

C. Concealed Joint Fasteners: Threaded steel.

D. Grommets: Standard plastic, painted metal, or rubber grommets for cut‐outs, in color to match adjacent surface.

2.08 HARDWARE

A. Hardware: BHMA A156.9, types as recommended by fabricator for quality grade specified.

B. Adjustable Shelf Supports: Standard side‐mounted system using multiple holes for pin supports and coordinated self rests, satin chrome finish, for nominal 1 inch spacing adjustments.

C. Drawer and Door Pulls: "U" shaped wire pull, bronze with satin nickel finish (BHMA #646), 4 inch centers.

D. Cabinet Locks: Keyed cylinder, two keys per lock, master keyed, brass with satin nickel finish (BHMA #646).

E. Catches: Magnetic.

F. Drawer Slides:

1. Type: Full extension with overtravel.

2. Static Load Capacity: As required by BHMA standards indicated below:

a. Box Drawer Slides: BHMA Grade 1 for 16" max. width, Grade 1HD‐100 for 24" max. width (Grade 1HD‐200 for 42" max. width for Medical/Laboratory use.)

b. File Drawer Slides: Grade 1HD‐200 for 42" max. width.

c. Pencil Drawer Slides: Grade 2 for 16" max. width, Grade 1 for 24" max. width.

d. Keyboard trays: 75 lbf (33.4 kg) max. load.

e. Trash Bin Slides: Grade 1HD‐100.

3. Mounting: Side mounted.

4. Stops: Integral type.

5. Features: Provide self closing/stay closed and touch‐opening for top drawers adjacent to workstations type.

6. Manufacturers:

a. Basis‐of‐Design:

1) Accuride International, Inc: www.accuride.com.

b. Other Manufacturers:

1) Grass America Inc: www.grassusa.com.


06 4100 ‐ 5 BID SET 08/26/09

2) Knape & Vogt Manufacturing Company: www.knapeandvogt.com.

G. Hinges:

1. At All Casework Except Below: Semiconcealed, 5‐knuckle, wrap‐around type, BHMA No. BHMA #652, (satin chromium).

a. Manufacturers:


2) Julius Blum, Inc: www.blum.com.

2. At Display Cases: European style concealed self‐closing type, steel with polished finish.

a. Manufacturers:


2) Julius Blum, Inc: www.blum.com.

H. Where adjustable shelving is indicated at Fabric Wrapped Panels (FWP‐1): Provide metal shelving standards.

1. Basis‐of‐Design: Model KV #82/182 manufactured by Knape & Vogt Manufacturing Company: www.kv.com.

2.09 FABRICATION

A. Custom Cabinetry Grade: Unless otherwise indicated, provide Custom‐grade interior woodwork complying with referenced quality standard.

B. Cabinet Style: Flush overlay.

C. Cabinet Doors and Drawer Fronts: Flush style.

1. Paired cabinet doors are required to have center stiles; doors shall latch to center stiles.

D. Drawer Construction Technique: Lock shoulder joints.

E. Assembly: Shop assemble cabinets for delivery to site in units easily handled and to permit passage through building openings.

F. Matching Wood Grain: Comply with requirements of quality standard for specified Grade and as follows:

1. Provide sequence matching across each elevation.

G. Provide cutouts for plumbing fixtures. Verify locations of cutouts from on‐site dimensions. Seal cut edges.

2.10 FACTORY FINISHING

A. Sand work smooth and set exposed nails and screws.

B. For opaque finishes, apply wood filler in exposed nail and screw indentations and sand smooth.

C. On items to receive transparent finishes, use wood filler matching or blending with surrounding surfaces and of types recommended for applied finishes.

D. Finish work in accordance with AWI/AWMAC Architectural Woodwork Quality Standards Illustrated,


06 4100 ‐ 6 BID SET 08/26/09

Section 1500, As scheduled..

E. For MDF casework and paneling to receive smooth, matte finish ("automotive‐type finish"), provide the following; observe all manufacturer‐recommended drying times to ensure finish desired:

1. Prime surface of MDF material if not primed; provide Sherwin Williams PrepRite 200 Wall and Wood Primer.

2. Sand with #150 grit paper followed by #220 grit paper to prepare surface for color coat.

3. Base Color Coat: Provide Sherwin Williams ProClassic interior acrylic latex paint finish; color: ________; satin sheen (provide the lowest sheen the colored enamel comes in.

4. Allow manufacturer recommended dry time; sand with #600 grit paper.

5. First Cover Coat: Provide Sherwin Williams Sher‐Clear 1K clear acrylic coat; flat sheen.


7. Wipe with tack cloth between coats.

8. Second Cover Coat: Provide Sherwin Williams Sher‐Clear 1K clear acrylic coat; flat sheen.


10. Wipe with tack cloth.

11. Protect finish during remainder of Project work.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify adequacy of backing and support framing.

3.02 INSTALLATION

A. Set and secure custom cabinets in place, assuring that they are rigid, plumb, and level.

B. Use fixture attachments in concealed locations for wall mounted components.

C. Use concealed joint fasteners to align and secure adjoining cabinet units.

D. Carefully scribe casework abutting other components, with maximum gaps of 1/32 inch. Do not use additional overlay trim for this purpose.

E. Secure cabinets to floor using appropriate angles and anchorages.

F. Countersink anchorage devices at exposed locations. Conceal with solid wood plugs of species to match surrounding wood; finish flush with surrounding surfaces.

3.03 ADJUSTING

A. Adjust installed work.

B. Adjust moving or operating parts to function smoothly and correctly.


06 4100 ‐ 7 BID SET 08/26/09

3.04 CLEANING

A. Clean casework, counters, shelves, hardware, fittings, and fixtures.

END OF SECTION


BID SET 08/26/09


DOOR HARDWARE SETS

PRODUCTS

Hardware Sets:

SET #1

QTY ITEM MODEL # FINISH MANUF

3 Hinges T4A3786 4 1/2 X 4 1/2 652 MC

1 Lockset L9080T 06A 626 SC

1 Closer XP 4041 EDA DEL 689 LC

1 Kickplate KP50 16" x 2"LTDW HB4E 630 MC

1 Wall Stop WS03 626 MC

1 Electric Strike 1006 630 HES

DOOR SCHEDULE


BID SET 08/26/09


89205 ‐ GREEN LINE MARKET 08 1113 ‐ HOLLOW METAL FRAMES PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

08 1113 ‐ 1 BID SET 08/26/09

SECTION 08 1113

HOLLOW METAL FRAMES

PART 1 GENERAL


A. Steel frames for wood doors.

B. Accessories, including glazing.


A. Section 08 7100 ‐ Door Hardware.

B. Section 09 9000 ‐ Painting and Coating: Field painting.


A. ANSI/ICC A117.1 ‐ American National Standard for Accessible and Usable Buildings and Facilities; International Code Council; 2003.

B. ANSI A250.8 ‐ SDI‐100 Recommended Specifications for Standard Steel Doors and Frames; 2003.

C. ANSI A250.10 ‐ Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames; 1998 (R2004).

D. BHMA A156.115 ‐ Hardware Preparation in Steel Doors and Steel Frames; 2006.

E. DHI A115 Series ‐ Specifications for Steel Doors and Frame Preparation for Hardware; Door and Hardware Institute; 2000 (ANSI/DHI A115 Series).

F. NAAMM HMMA 840 ‐ Guide Specifications for Installation and Storage of Hollow Metal Doors and Frames; The National Association of Architectural Metal Manufacturers; 2007.

1.04 SUBMITTALS


B. Product Data: Materials and details of design and construction, hardware locations, reinforcement type and locations, anchorage and fastening methods, and finishes; and one copy of referenced grade standard.

C. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles, and identifying location of different finishes, if any.

D. Samples:

1. 36‐inch square sample of door illustrating typical head, bottom and jamb conditions, cutouts for hinge, lock/latch and magnetic contact, and round vision panel centered in sample.

2. Frame corner condition with legs not less than 12 inches long illustrating typical corner reinforcement, finish and construction, and hinge, lock/latch, closer and magnetic contact reinforcement.

E. Manufacturer's Certificate: Certification that products meet or exceed specified requirements.


08 1113 ‐ 2 BID SET 08/26/09


A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience.

B. Maintain at the project site a copy of all reference standards dealing with installation.


A. Store in accordance with NAAMM HMMA 840.

B. Protect with resilient packaging; avoid humidity build‐up under coverings; prevent corrosion.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Steel Frames:

1. Assa Abloy Ceco, Curries, or Fleming: www.assaabloydss.com.

2. Windsor Republic Doors; Product ____: www.republicdoor.com.

3. Steelcraft: www.steelcraft.com.

4. Stiles Hollow Metal: www.stilesdoors.com.

2.02 FRAMES

A. Requirements for All Frames:

1. Accessibility: Comply with ANSI/ICC A117.1.

2. Hardware Preparation: In accordance with BHMA A156.115, with reinforcement welded in place, in addition to other requirements specified in door grade standard.

3. Finish: Factory primed, for field finishing.

B. Combined Requirements: If a particular door and frame unit is indicated to comply with more than one type of requirement, comply with all the specified requirements for each type; for instance, an exterior door that is also indicated as being sound‐rated must comply with the requirements specified for exterior doors and for sound‐rated doors; where two requirements conflict, comply with the most stringent.

2.03 STEEL DOORS

A. Interior Doors, Non‐Fire‐Rated:

1. Grade: ANSI A250.8 Level 2, physical performance Level B, Model 1, full flush.

2. Core: Steel channel grid.

3. Thickness: 1‐3/4 inches.

2.04 STEEL FRAMES

A. General:

1. Comply with the requirements of grade specified for corresponding door, except:


08 1113 ‐ 3 BID SET 08/26/09

a. ANSI A250.8 Level 3 Doors: 14 gage frames.

b. Frames for Wood Doors: Comply with frame requirements specified in ANSI A250.8 for Level 2 doors.

2. Finish: Same as for door.

3. Frames Wider than 48 Inches: Reinforce with steel channel fitted tightly into frame head, flush with top. Use 14‐gage.

B. Interior Door Frames, Non‐Fire‐Rated: Drywall slip‐on type.

C. Mullions for Pairs of Doors: Fixed, except where removable is indicated, of profile similar to jambs.


A. Silencers: Resilient rubber, fitted into drilled hole; 3 on strike side of single door, 3 on center mullion of pairs, and 2 on head of pairs without center mullions.

B. Temporary Frame Spreaders: Provide for all factory‐ or shop‐assembled frames.

2.06 FINISH MATERIALS

A. Primer: Rust‐inhibiting, complying with ANSI A250.10, door manufacturer's standard.

B. Bituminous Coating: Asphalt emulsion or other high‐build, water‐resistant, resilient coating.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify existing conditions before starting work.

B. Verify that opening sizes and tolerances are acceptable.

3.02 PREPARATION

A. Coat inside of frames to be installed in masonry or to be grouted, with bituminous coating, prior to installation.

3.03 INSTALLATION

A. Install in accordance with the requirements of the specified door grade standard and NAAMM HMMA 840.

B. Coordinate frame anchor placement with wall construction.

C. Coordinate installation of hardware.

D. Coordinate installation of electrical connections to electrical hardware items.

3.04 TOLERANCES

A. Clearances Between Door and Frame: As specified in ANSI A250.8.

B. Maximum Diagonal Distortion: 1/16 in measured with straight edge, corner to corner.


08 1113 ‐ 4 BID SET 08/26/09

3.05 ADJUSTING

A. Adjust for smooth and balanced door movement.

3.06 SCHEDULE

A. Refer to Door and Frame Schedule Section 08 0000 ‐ Door and Frame Scedule.

END OF SECTION

89205 ‐ GREEN LINE MARKET 08 1416 ‐ FLUSH WOOD DOORS PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

08 1416 ‐ 1 BID SET 08/26/09

SECTION 08 1416

FLUSH WOOD DOORS

PART 1 GENERAL


A. Flush wood doors; flush configuration; fire rated, non‐rated, and acoustical.


A. Section 08 1113 ‐ Hollow Metal Frames.

B. Section 08 7100 ‐ Door Hardware.


A. AWI/AWMAC (QSI) ‐ Architectural Woodwork Quality Standards Illustrated; Architectural Woodwork Institute and Architectural Woodwork Manufacturers Association of Canada; 2005, 8th Ed., Version 2.0.

B. ICC (IBC) ‐ International Building Code; 2006.

C. ITS (DIR) ‐ Directory of Listed Products; Intertek Testing Services NA, Inc.; current edition.

D. NFPA 80 ‐ Standard for Fire Doors and Fire Windows; National Fire Protection Association; 2007.

E. NFPA 252 ‐ Standard Methods of Fire Tests of Door Assemblies; National Fire Protection Association; 2008.

F. UL (BMD) ‐ Building Materials Directory; Underwriters Laboratories Inc.; current edition.

G. UL 10B ‐ Standard for Fire Tests of Door Assemblies; 2008.

H. UL 1784 ‐ Standard for Air Leakage Tests of Door Assemblies; 2001.

1.04 SUBMITTALS


B. Product Data: Indicate door core materials and construction; veneer species, type and characteristics.

C. Specimen warranty.

D. Shop Drawings: Illustrate door opening criteria, elevations, sizes, types, swings, undercuts required, special beveling, special blocking for hardware, factory finishing criteria, identify cutouts for glazing and louvers.

E. Samples: Submit two samples of door construction, 12 x 12 inch in size cut from top corner of door.

F. Samples: Submit two samples of door veneer, 12 x 12 inch in size illustrating wood grain, stain color, and sheen.

G. Manufacturer's Installation Instructions: Indicate special installation instructions.


08 1416 ‐ 2 BID SET 08/26/09

H. Warranty, executed in PSU's name.


A. Maintain one copy of the specified door quality standard on site for review during installation and finishing.

B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years of documented experience.

C. Installed Fire Rated Door and Transom Panel Assembly: Conform to NFPA 80 for fire rated class as indicated.


A. Package, deliver and store doors in accordance with specified quality standard.

B. Accept doors on site in manufacturer's packaging. Inspect for damage.

C. Protect doors with resilient packaging sealed with heat shrunk plastic. Do not store in damp or wet areas; or in areas where sunlight might bleach veneer. Seal top and bottom edges with tinted sealer if stored more than one week. Break seal on site to permit ventilation.

1.07 PROJECT CONDITIONS

A. Coordinate the work with door opening construction, door frame and door hardware installation.

1.08 WARRANTY

A. See Division 01 for additional warranty requirements.

B. Interior Doors: Provide manufacturer's warranty for the life of the installation.

C. Include coverage for delamination of veneer, warping beyond specified installation tolerances, defective materials, and telegraphing core construction.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Wood Veneer Faced Doors: Manufacturers within 500 miles of project:

1. Vancouver Door Company: www.vancouverdoorco.com.

2. Substitutions: See Section 01 6000 ‐ Product Requirements.

B. Wood Veneer Faced Doors: Manufacturers beyond 500 miles of project:

1. Algoma Hardwoods, Inc: www.algomahardwoods.com.

2. Graham Wood Doors: www.grahamdoors.com.

3. Eggers Industries: www.eggersindustries.com.

4. Haley Brothers: www.haleybros.com.

5. Marshfield DoorSystems, Inc: www.marshfielddoors.com.

6. Mohawk Flush Doors, Inc: www.mohawkdoors.com.


08 1416 ‐ 3 BID SET 08/26/09

7. Oshkosh Architectural Door Company: www.oshkoshdoor.com.

8. VT Industries Inc: www.vtindustries.com.

9. Substitutions: See Section 01 6000 ‐ Product Requirements.

2.02 DOORS AND PANELS

A. All Doors: See drawings for locations and additional requirements.

1. Quality Level: Premium Grade, in accordance with AWI/AWMAC Architectural Woodwork Quality Standards Illustrated, Section 1300.

2. Wood Veneer Faced Doors: 5‐ply unless otherwise indicated.

B. Interior Doors: 1‐3/4 inches thick unless otherwise indicated; flush construction.

1. Provide solid core doors at all locations.

2. Fire Rated Doors: Tested to ratings indicated on drawings in accordance with International Building Code ("positive pressure"); UL or WH (ITS) labeled without any visible seals when door is open.

3. Smoke and Draft Control Doors (Indicated as "S" on Drawings): In addition to required fire rating, provide door assemblies tested in accordance with UL 1784 with maximum air leakage of 3.0 cfm per sq ft of door opening at 0.10 inch w.g. pressure at both ambient and elevated temperatures; with "S" label; if necessary, provide additional gasketing or edge sealing.

4. Wood veneer facing with factory transparent finish where indicated.

2.03 DOOR AND PANEL CORES

A. Non‐Rated Solid Core and 20 Minute Rated Doors: Type particleboard core (PC), plies and faces as indicated above.

B. Fire Rated Doors: Mineral core, Type FD, plies and faces as indicated above; with core blocking as required to provide adequate anchorage of hardware without through‐bolting.

C. Sound Retardant Doors: Equivalent to Type PC construction with core as required to achieve rating specified; plies and faces as indicated above.

2.04 DOOR FACINGS

A. Wood Species: Hard rock maple (sp. Acer glabrum).

B. Wood Veneer Facing for Transparent Finish: Species as specified above, veneer grade as specified by quality standard, plain sliced, book veneer match, running assembly match.

2.05 ACCESSORIES

A. Glazing: Clear sheet glass, 6 mm thick, factory installed, provide safety glazing.

B. Glazing Stops: Wood, of same species as door facing, butted corners; prepared for countersink style tamper proof screws.

2.06 DOOR CONSTRUCTION

A. Fabricate doors in accordance with door quality standard specified.

B. Cores Constructed with Stiles and Rails:


08 1416 ‐ 4 BID SET 08/26/09

1. Provide solid blocks at lock edge for hardware reinforcement.

2. Provide solid blocking for other throughbolted hardware.

C. Fit door edge trim to edge of stiles after applying veneer facing.

D. Factory machine doors for hardware other than surface‐mounted hardware, in accordance with hardware requirements and dimensions.

E. Factory fit doors for frame opening dimensions identified on shop drawings, with edge clearances in accordance with specified quality standard.

1. Exception: Doors to be field finished.

F. Provide edge clearances in accordance with AWI Quality Standards Illustrated Section 1700.

2.07 FACTORY FINISHING ‐ WOOD VENEER DOORS

A. Factory finish doors in accordance with specified quality standard:

1. Transparent Finish: Transparent conversion varnish, Premium quality, satin sheen.

B. Seal door top edge with transparent sealer to match door facing.

PART 3 EXECUTION

3.01 EXAMINATION


B. Verify that opening sizes and tolerances are acceptable.

C. Do not install doors in frame openings that are not plumb or are out‐of‐tolerance for size or alignment.

3.02 INSTALLATION

A. Install doors in accordance with manufacturer's instructions and specified quality standard.

1. Install fire‐rated doors in accordance with NFPA 80 requirements.

B. Factory‐Finished Doors: Do not field cut or trim; if fit or clearance is not correct, replace door.

C. Use machine tools to cut or drill for hardware.

D. Coordinate installation of doors with installation of frames and hardware.

E. Coordinate installation of glazing.

F. Install door louvers plumb and level.

3.03 TOLERANCES

A. Conform to specified quality standard for fit and clearance tolerances.

B. Conform to specified quality standard for maximum diagonal distortion.

3.04 ADJUSTING

A. Adjust doors for smooth and balanced door movement.


08 1416 ‐ 5 BID SET 08/26/09

B. Adjust closers for full closure.

3.05 SCHEDULE

A. Refer to Section 08 0000 for Door, Frame and Hardware Schedule.

END OF SECTION


BID SET 08/26/09


89205 ‐ GREEN LINE MARKET 08 7100 ‐ DOOR HARDWARE PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

08 7100 ‐ 1 BID SET 08/26/09

SECTION 08 7100

DOOR HARDWARE

PART 1 GENERAL


A. Hardware for wood doors.

B. Thresholds.


A. Section 08 1113 ‐ Hollow Metal Frames.

B. Section 08 1416 ‐ Flush Wood Doors.


A. ANSI/ICC A117.1 ‐ American National Standard for Accessible and Usable Buildings and Facilities; International Code Council; 2003.

B. DHI WDHS.3 ‐ Recommended Locations for Architectural Hardware for Flush Wood Doors; Door and Hardware Institute; 1993; also in WDHS‐1/WDHS‐5 Series, 1996.

C. NFPA 80 ‐ Standard for Fire Doors and Fire Windows; National Fire Protection Association; 2007.

D. NFPA 101 ‐ Code for Safety to Life from Fire in Buildings and Structures; National Fire Protection Association; 2006.

E. UL (BMD) ‐ Building Materials Directory; Underwriters Laboratories Inc.; current edition.

1.04 ADMINISTRATIVE REQUIREMENTS

A. Coordinate the manufacture, fabrication, and installation of products onto which door hardware will be installed.

1.05 SUBMITTALS


B. Shop Drawings:

1. Indicate locations and mounting heights of each type of hardware, schedules, catalog cuts, electrical characteristics and connection requirements.

C. Samples:

1. Submit 1 sample of hinge and latchset illustrating style, color, and finish.

2. Samples will be returned to supplier.

D. Manufacturer's Installation Instructions: Indicate special procedures, perimeter conditions requiring special attention.

E. Project Record Documents: Record actual locations of concealed equipment, services, and conduit.


08 7100 ‐ 2 BID SET 08/26/09

F. Maintenance Data: Include data on operating hardware, lubrication requirements, and inspection procedures related to preventative maintenance.

G. Keys: Deliver with identifying tags to PSU by security shipment direct from hardware supplier.

H. Warranty: Submit manufacturer's warranty and ensure that forms have been completed in PSU's name and registered with manufacturer.


A. Standards for Fire‐Rated Doors: Maintain one copy of each referenced standard on site, for use by Designer‐of‐Record and Contractor.

B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years of documented experience.

C. Hardware Supplier Qualifications: Company specializing in supplying commercial door hardware with three (3) years of experience.

D. Hardware Supplier Personnel: Employ an Architectural Hardware Consultant (AHC) to assist in the work of this section.

1.07 PRE‐INSTALLATION MEETING

A. Convene two weeks prior to commencing work of this section.


A. Package hardware items individually; label and identify each package with door opening code to match hardware schedule.

1.09 COORDINATION

A. Coordinate the work with other directly affected sections involving manufacture or fabrication of internal reinforcement for door hardware.

B. Furnish templates for door and frame preparation.

C. Coordinate PSU's keying requirements during the course of the Work.

1.10 WARRANTY

A. See Division 01 for additional warranty requirements.

B. Provide five year warranty for door closers and automatic operators.

1.11 MAINTENANCE PRODUCTS

A. Provide maintenance tools and accessories supplied by hardware component manufacturer.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Hinges:

1. Assa Abloy McKinney: www.assaabloydss.com.


08 7100 ‐ 3 BID SET 08/26/09

2. Bommer Industries, Inc: www.bommer.com.

3. Hager Companies: www.hagerco.com.

4. Stanley Hardware: www.stanleyworks.com.

B. Pivots:

1. Assa Abloy McKinney or Rixson: www.assaabloydss.com.

2. DORMA Group North America: www.dorma‐usa.com/usa.

3. Glynn‐Johnson: www.glynn‐johnson.com.

4. McKinney Products Company: www.mckinneyhinge.com.

C. Lock and Latch Sets:

1. Assa Abloy Corbin Russwin, Sargent, or Yale: www.assaabloydss.com.

2. Best Access Systems: www.bestlock.com.

3. Schlage: www.schlage.com.

4. Yale Commercial Locks and Hardware: www.yalelocks.com.

D. Push/Pulls:



3. Hiawatha, Inc: www.hiawathainc.com.

4. Triangle Brass Manufacturing Co., Inc: www.trimcobbw.com.

E. Cylindrical Locksets:



3. Schlage: www.schlage.com.


F. Electrified Locksets:



3. Kaba Ilco Inc: www.kaba‐ilco.com.

G. Magnetic Locks:

1. Assa Abloy Securitron: www.assaabloydss.com.

H. Electric Strikes:

1. Assa Abloy Folger Adam EDC, HES, or Securitron: www.assaabloydss.com.

I. Exit Devices:


08 7100 ‐ 4 BID SET 08/26/09



3. Von Duprin: www.vonduprin.com.


J. Closers: Provide with positive stop at maximum swing.

1. Assa Abloy Corbin Russwin, Norton, Rixson, Sargent, or Yale: www.assaabloydss.com.


3. LCN: www.lcnclosers.com.


K. Overhead Holders/Stops:

1. Assa Abloy Rixson or Sargent: www.assaabloydss.com.


3. Glynn‐Johnson: www.glynn‐johnson.com.

4. Sargent Manufacturing Company: www.sargentlock.com.

L. Wall and Floor Stops/Holders:




M. Gasketing and Thresholds:


2. National Guard Products, Inc: www.ngpinc.com.

3. Pemko Manufacturing Co: www.pemko.com.

a. At doors to Terrace, provide No. 2005AT by Pemko; aluminum; clear anodized finish; black color gasket.

4. Zero International, Inc: www.zerointernational.com.

N. Protection Plates:





O. Substitutions: See Section 01 6000 ‐ Product Requirements.

2.02 GENERAL REQUIREMENTS FOR DOOR HARDWARE PRODUCTS

A. Provide products that comply with the following:


08 7100 ‐ 5 BID SET 08/26/09

1. Applicable provisions of Federal, State, and local codes.

2. ANSI/ICC A117.1, American National Standard for Accessible and Usable Buildings and Facilities.

3. Applicable provisions of NFPA 101, Life Safety Code.

4. Fire‐Rated Doors: NFPA 80.

5. All Hardware on Fire‐Rated Doors: Listed and classified by UL as suitable for the purpose specified and indicated.

6. Hardware for Smoke and Draft Control Doors (Indicated as "S" on Drawings): In addition to required fire rating, provide hardware that enables door assembly to comply with air leakage requirements of the applicable code: UL 1784 with maximum air leakage of 3.0 cfm per sq ft of door opening at 0.10 inch w.g. pressure at both ambient and elevated temperatures; with "S" label; if necessary, provide additional gasketing or edge sealing.

7. Products Requiring Electrical Connection: Listed and classified by UL as suitable for the purpose specified and indicated.

B. Finishes: Identified in schedule at end of section.

2.03 KEYING

A. Door Locks: Coordinate with PSU requirements.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that doors and frames are ready to receive work and dimensions are as indicated on shop drawings.

3.02 INSTALLATION

A. Install hardware in accordance with manufacturer's instructions and applicable codes.

B. Use templates provided by hardware item manufacturer.

C. Install hardware on fire‐rated doors and frames in accordance with code and NFPA 80.

D. Mounting heights for hardware from finished floor to center line of hardware item: As listed in Schedule, unless otherwise noted:

1. For wood doors: Comply with DHI "Recommended Locations for Architectural Hardware for Wood Flush Doors."

a. For wood doors: See Section 08 1416.


A. Provide an Architectural Hardware Consultant to inspect installation and certify that hardware and installation has been furnished and installed in accordance with manufacturer's instructions and as specified.


08 7100 ‐ 6 BID SET 08/26/09

3.04 ADJUSTING

A. Adjust work under provisions of Section 01 7000.

B. Adjust hardware for smooth operation.

3.05 PROTECTION

A. Protect finished Work under provisions of Section 01 7000.

B. Do not permit adjacent work to damage hardware or finish.

3.06 SCHEDULE ‐ Attached.

END OF SECTION

89205 ‐ GREEN LINE MARKET 08 7100.1 – DOOR HARDWARE SETS PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

08 7100.1 ‐ 1 BID SET 08/26/09

SECTION 08 7100.1

DOOR HARDWARE SETS

PART 1 ‐ GENERAL


A. Section 08 7100 ‐ Door Hardware.

PART 2 ‐ PRODUCTS

2.1 PRODUCT

A. Hardware Sets:

SET #1

QTY ITEM MODEL # FINISH MANUF

3 Hinges T4A3786 4 1/2 X 4 1/2 652 MC

1 Lockset L9080T 06A 626 SC

1 Closer XP 4041 EDA DEL 689 LC

1 Kickplate KP50 16" x 2"LTDW HB4E 630 MC

1 Wall Stop WS03 626 MC


BID SET 08/26/09


89205 ‐ GREEN LINE MARKET 08 8717 ‐ GLAZING FILMS PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

08 8717 ‐ 1 BID SET 08/26/09

SECTION 08 8717

GLAZING FILMS

PART 1 GENERAL


A. Glazing film applied to existing glazing assemblies.


A. 16 CFR 1201 ‐ Safety Standard for Architectural Glazing Materials; Consumer Products Safety Commission; current edition.

B. ANSI Z97.1 ‐ American National Standard for Safety Glazing Materials Used in Buildings, Safety Performance Specifications and Methods of Test; 2004.

C. ASTM C 1184 ‐ Standard Specification for Structural Silicone Sealants; 2005.

1.03 SUBMITTALS

A. See Section 01305 ‐ Submittals, for submittal procedures.

B. Samples: For each film product to be used, minimum size 4 inches by 6 inches, representing actual product, color, and patterns.

C. Specimen warranty.


A. Manufacturer Qualifications: Glazing film manufacturer specializing in manufacture of safety glazing films with minimum 10 years successful experience.


A. Store products in manufacturer's unopened packaging until ready for installation.

B. Store and dispose of solvent‐based materials, and materials used with solvent‐based materials, in accordance with requirements of authorities having jurisdiction.


A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.

1.07 WARRANTY

A. See Section 01780 ‐ Contract Closeout, for additional warranty requirements.

B. Provide 10 year manufacturer's replacement warranty to cover film against peeling, cracking, discoloration, and deterioration.


08 8717 ‐ 2 BID SET 08/26/09

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. 3M Window Film: www.3m.com/us/arch_construct/scpd/windowfilm.

B. Substitutions: See Section 01630 ‐ Product Requirements and Substitutions.

2.02 PERFORMANCE REQUIREMENTS

2.03 MATERIALS

A. Glazing Film: Transparent polyester film for permanent bonding to glass.

1. Thickness: 0.008 inch, minimum.

2. Color: Match Architect's Sample.

3. Construction: Multi‐ply laminate.

4. Adhesive Type: Pressure sensitive acrylic.

B. Accessory Materials: As recommended or required by film manufacturer.

C. Structural Silicone Sealant: Self‐priming, elastomeric adhesive complying with ASTM C 1184.

D. Glass Cleaner: As recommended by glazing film manufacturer.

PART 3 EXECUTION

3.01 EXAMINATION

A. Examine glass and frames. Verify that existing conditions are adequate for proper application and performance of film.

B. Verify glass is not cracked, chipped, broken, or damaged.

C. Verify that frames are securely anchored and free of defects.

D. If substrate preparation is the responsibility of another installer, notify Designer‐of‐Record of unsatisfactory preparation before proceeding.

3.02 INSTALLATION

A. Install on interior face of glass.

B. Do not apply glazing film when surface temperature is less that 40 degrees F or if precipitation is imminent.

C. Install in accordance with manufacturer's instructions, without air bubbles, wrinkles, streaks, bands, thin spots, pinholes, or gaps, as required to achieve specified performance.

D. Accurately cut film with straight edges to required sizes allowing 1/16 inch to 1/8 inch gap at perimeter of glazed panel unless otherwise required by anchorage method.

E. Seams: Seam film only as required to accommodate material sizes; form seams vertically without


08 8717 ‐ 3 BID SET 08/26/09

overlaps and gaps; do not install with horizontal seams.

F. Clean glass and anchoring accessories following installation. Remove excess sealants and other glazing materials from adjacent finished surfaces.

G. Remove labels and protective covers.

3.03 PROTECTION

A. Protect installed products until completion of project.

B. Touch‐up, repair or replace damaged products before Substantial Completion.

END OF SECTION


BID SET 08/26/09


89205 ‐ GREEN LINE MARKET 09 2116 ‐ GYPSUM BOARD ASSEMBLIES PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

09 2116 ‐ 1 BID SET 08/26/09

SECTION 09 2116

GYPSUM BOARD ASSEMBLIES

PART 1 GENERAL


A. Metal stud wall framing.

B. Metal channel ceiling framing.

C. Acoustic insulation.

D. Gypsum sheathing.

E. Cementitious backer board (CBB).

F. Gypsum wallboard (GWB, GWB‐FR, GWB‐AR, GWB‐SR and TBB‐WR).

G. Gypsum soffit board (GWB‐SB).

H. Joint treatment and accessories.


A. ASTM C 475/C 475M ‐ Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board; 2002 (Reapproved 2007).

B. ASTM C 645 ‐ Standard Specification for Nonstructural Steel Framing Members; 2007.

C. ASTM C 665 ‐ Standard Specification for Mineral‐Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing; 2006.

D. ASTM C 754 ‐ Standard Specification for Installation of Steel Framing Members to Receive Screw‐Attached Gypsum Panel Products; 2007.

E. ASTM C 840 ‐ Standard Specification for Application and Finishing of Gypsum Board; 2007.

F. ASTM C 954 ‐ Standard Specification for 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; 2007.

G. ASTM C 1002 ‐ Standard Specification for Steel Self‐Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs; 2007.

H. ASTM C 1047 ‐ Standard Specification for Accessories for Gypsum Wallboard and Gypsum Veneer Base; 2005.

I. ASTM C 1280 ‐ Standard Specification for Application of Gypsum Sheathing; 2007.

J. ASTM C 1396/C 1396M ‐ Standard Specification for Gypsum Board; 2006a.

K. ASTM E 72 ‐ Standard Test Methods of Conducting Strength Tests of Panels for Building Construction; 2005.

L. GA‐214 ‐ Recommended Levels of Gypsum Board Finish; Gypsum Association; 2007.


09 2116 ‐ 2 BID SET 08/26/09

M. GA‐216 ‐ Application and Finishing of Gypsum Board; Gypsum Association; 2007.

N. GA‐600 ‐ Fire Resistance Design Manual; Gypsum Association; 2006.

1.03 SUBMITTALS


B. Product Data: Provide data on each product.

C. Product Data: Provide manufacturer's data on partition head to structure connectors, showing compliance with requirements.

D. Test Reports: For all stud framing products that do not comply with ASTM C 645 or C 754, provide independent laboratory reports showing maximum stud heights at required spacings and deflections.


A. Perform in accordance with ASTM C 840. Comply with requirements of GA‐600 for fire‐rated assemblies.

PART 2 PRODUCTS

2.01 GYPSUM BOARD ASSEMBLIES

A. Provide completed assemblies complying with ASTM C 840 and GA‐216.

2.02 METAL FRAMING MATERIALS

A. Non‐Loadbearing Framing System Components: ASTM C 645; galvanized sheet steel, of size and properties necessary to comply with ASTM C 754 for the spacing indicated, with maximum deflection of wall framing of L/240 at 5 psf.

1. Exception: The minimum metal thickness and section properties requirements of ASTM C 645 are waived provided steel of 40 ksi minimum yield strength is used, the metal is continuously dimpled, the effective thickness is at least twice the base metal thickness, and maximum stud heights are determined by testing in accordance with ASTM E 72 using assemblies specified by ASTM C 754.

a. Acceptable Products:

1) Dietrich Metal Framing: www.dietrichindustries.com.

2. Studs: "C" shaped with flat or formed webs with knurled faces.

3. Runners: U shaped, sized to match studs.

4. Ceiling Channels: C shaped.

5. Furring: Hat‐shaped sections, minimum depth of 7/8 inch.

B. Shaft Wall Studs and Accessories: ASTM C 645; galvanized sheet steel, of size and properties necessary to comply with ASTM C 754 for conditions indicated and specified performance requirements.

1. Protective Coating: ASTM A 653/A 653M, G60 (Z180), hot‐dip galvanized, unless otherwise


09 2116 ‐ 3 BID SET 08/26/09

indicated.

2. Studs: Manufacturer's standard C‐H or other profile for repetitive members, corner and end members, and fire‐resistance‐rated assembly indicated.

a. Depth: As indicated.

b. Minimum Base‐Metal Thickness: 0.84 mm (0.033 inch or 20 gauge.)

3. Runner Tracks: Manufacturer's standard J‐profile track with long‐leg length as standard with manufacturer, but at least 51 mm (2 inches) long and in depth matching studs.

a. Minimum Base‐Metal Thickness: 0.84 mm (0.033 inch or 20 gauge.)

C. Ceiling Hangers: Type and size as specified in ASTM C 754 for spacing required.

D. Backing/ Blocking: Minimum 0.0625 inch thick x 6 inch tall x stud to stud length welded plate at each attachment point required by other trades.

1. Backing strap at roofing termination attachment, interior face of roof parapet; 0.0375 inch thick x 6 inch tall x continuous at all parapets. Coordinate vertical location with roofing system requirements.

2.03 BOARD MATERIALS

A. Wallboard: Paper‐faced gypsum wallboard as defined in ASTM C 1396/C 1396M; sizes to minimize joints in place; ends square cut.

1. Application: Use for vertical surfaces and ceilings, unless otherwise indicated.

2. Thickness:

a. Vertical Surfaces: 1/2 inch.

B. Gypsum Wallboard: ASTM C 1396/C 1396M. Sizes to minimize joints in each area and correspond with support system indicated; ends square cut.

1. Regular Type (GWB):

a. Application: Use for vertical surfaces and ceilings, unless otherwise indicated.

b. Thickness: 5/8 inch.

c. Edges: Tapered.

2. Fire Resistant Type (GWB‐FR): Complying with Type X requirements; UL or WH rated.

a. At Assemblies Indicated with Fire‐Rating: Use type required by indicated tested assembly; if no tested assembly is indicated, use Type X.


c. Edges: Tapered.

3. Ceiling Board (GWB‐SR): Special sag‐resistant type.

a. Application: Ceilings, unless otherwise indicated.


c. Edges: Tapered.


09 2116 ‐ 4 BID SET 08/26/09

4. Abuse‐Resistant Type (GWB‐AR): Gypsum wallboard especially formulated for increased impact resistance, with enhanced gypsum core and heavy duty face and back paper.

a. Application: Use for vertical surfaces to minimum 8 feet AFF in following locations:

1) Gym and MAC Courts.

2) Multi‐Purpose Rooms.

3) Classrooms.

4) Cardio, Weights, and Selectorized Training.

5) Weights.

6) Selectorized Training.

7) Loading Dock.

8) Other locations indicated.

b. Core Type: Regular and Type X, as indicated.

c. Thickness: 5/8 inch.

d. Edges: Tapered.

2.04 ACCESSORIES

A. Acoustic Insulation: ASTM C 665; preformed glass fiber, friction fit type, unfaced.

1. Thickness to be 13 mm 1/2 inch less than stud depth.

B. Acoustic Sealant: Non‐hardening, non‐skinning, for use in conjunction with gypsum board.

C. Finishing Accessories: ASTM C 1047, galvanized steel or rolled zinc, unless otherwise indicated.

1. J Mold: 5/8", Fry Reglet Architectural Metals: www.fryreglet.com for Basis of Design.

2. Types: As detailed or required for finished appearance.

3. Special Shapes: In addition to conventional cornerbead and control joints, provide U‐bead at exposed panel edges.

D. Joint Materials: ASTM C 475 and as recommended by gypsum board manufacturer for project conditions.

1. Tape: 2 inch wide, creased paper tape or coated glass fiber tape for joints and corners, except as otherwise indicated.

2. Ready‐mixed vinyl‐based joint compound.

3. Powder‐type vinyl‐based joint compound.

E. Screws for Attachment to Steel Members Less Than 0.03 inch In Thickness, to Wood Members, and to Gypsum Board: ASTM C 1002; self‐piercing tapping type; cadmium‐plated for exterior locations.

F. Screws for Attachment to Steel Members From 0.033 to 0.112 Inch in Thickness: ASTM C 954; steel drill screws for application of gypsum board to loadbearing steel studs.

G. Screws: ASTM C 1002; self‐piercing tapping type; cadmium‐plated for exterior locations.


09 2116 ‐ 5 BID SET 08/26/09

H. Screws: ASTM C 954; steel drill screws for application of gypsum board to loadbearing steel studs.

I. Laminating Adhesive: Adhesive or joint compound recommended for directly adhering gypsum panels to continuous substrate.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that project conditions are appropriate for work of this section to commence.

B. Examine areas and substrates, with Installer present, and including welded hollow‐metal frames, cast‐in anchors, and structural framing, for compliance with requirements and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected.

3.02 FRAMING INSTALLATION

A. Metal Framing: Install in accordance with ASTM C 754 and manufacturer's instructions.

B. Suspended Ceilings and Soffits: Space framing and furring members as indicated.

1. Level ceiling system to a tolerance of 1/1200.

2. Laterally brace entire suspension system.

3. Install bracing as required at exterior locations to resist wind uplift.

C. Studs: Space studs as permitted by standard.

1. Extend partition framing to structure where indicated and to ceiling in other locations.

2. Partitions Terminating at Ceiling: Attach ceiling runner securely to ceiling track in accordance with manufacturer's instructions.

3. Partitions Terminating at Structure: Extend partition framing full height to structural supports or substrates above suspended ceilings, except where partitions are indicated to terminate at suspended ceilings. Continue framing over frames for doors and openings and frame around ducts penetrating partitions above ceiling to provide support for gypsum board.

D. Openings: Reinforce openings as required for weight of doors or operable panels, using not less than double studs at jambs.

E. Standard Wall Furring: Install at concrete walls scheduled to receive gypsum board, not more than 4 inches from floor and ceiling lines and abutting walls. Secure in place on alternate channel flanges at maximum 24 inches on center.

F. Blocking: Install blocking for support of plumbing fixtures, toilet partitions, wall cabinets, toilet accessories, hardware, and athletic equipment. Bolt or screw steel channels to studs.

3.03 ACOUSTIC ACCESSORIES INSTALLATION

A. Acoustic Insulation: Place tightly within spaces, around cut openings, behind and around electrical and mechanical items within partitions, and tight to items passing through partitions.

B. Acoustic Sealant: Install in accordance with manufacturer's instructions.


09 2116 ‐ 6 BID SET 08/26/09

3.04 GYPSUM BOARD INSTALLATION

A. Comply with ASTM C 840 and manufacturer's instructions. Install to minimize butt end joints, especially in highly visible locations.

B. Exterior Sheathing: Comply with ASTM C 1280. Install sheathing vertically, with edges butted tight and ends occurring over firm bearing.

C. Installation on Metal Framing: Use screws for attachment of all gypsum board except face layer of non‐rated double‐layer assemblies, which may be installed by means of adhesive lamination.

3.05 INSTALLATION OF TRIM AND ACCESSORIES

A. Control Joints: Place control joints consistent with lines of building spaces and as indicated.

1. Not more than 30 feet apart on walls and ceilings over 50 feet long.

2. At exterior soffits, not more than 30 feet apart in both directions.

B. Corner Beads: Install at external corners, using longest practical lengths.

C. Edge Trim: Install at locations where gypsum board abuts dissimilar materials and as indicated.

3.06 JOINT TREATMENT

A. Paper Faced Gypsum Board: Use paper or fiberglass joint tape, bedded with ready‐mixed vinyl‐based joint compound and finished with ready‐mixed vinyl‐based joint compound.

B. Finish gypsum board in accordance with levels defined in ASTM C 840, as follows:

1. Level 4: Walls and ceilings to receive paint finish or wall coverings, unless otherwise indicated.

2. Level 1: Fire rated wall areas above finished ceilings, whether or not accessible in the completed construction.

C. Finish gypsum board in scheduled areas in accordance with levels defined in ASTM C 840 and as scheduled below.

1. Above Finished Ceilings Concealed From View: Level 1.

2. Utility Areas and Areas Behind Cabinetry: Level 2.

3. Walls and Ceilings to Receive Flat or Eggshell Paint Finish: Level 4.

D. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes.

1. Feather coats of joint compound so that camber is maximum 1/32 inch.

2. Taping, filling and sanding is not required at base layer of double layer applications.

E. Fill and finish joints and corners of cementitious backing board as recommended by manufacturer.

3.07 TOLERANCES

A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8 inch in 10 feet in any direction.

END OF SECTION

89205 ‐ GREEN LINE MARKET 09 5100 ‐ ACOUSTICAL CEILINGS PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

09 5100 ‐ 1 BID SET 08/26/09

SECTION 09 5100

ACOUSTICAL CEILINGS

PART 1 GENERAL


A. Suspended metal grid ceiling system.

B. Acoustical units.

C. System design.


A. Section 01615 ‐ Seismic Requirement for Non‐Structural Components.


A. ASTM C 635 ‐ Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay‐in Panel Ceilings; 2004.

B. ASTM C 636/C 636M ‐ Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay‐in Panels; 2006.

C. ASTM E 580/E 580M ‐ Standard Practice for Application of Ceiling Suspension Systems for Acoustical Tile and Lay‐in Panels in Areas Requiring Seismic Restraint; 2006.

D. ASTM E 1264 ‐ Standard Classification for Acoustical Ceiling Products; 1998 (Reapproved 2005).

1.04 ADMINISTRATIVE REQUIREMENTS

A. Sequence work to ensure acoustical ceilings are not installed until building is enclosed, sufficient heat is provided, dust generating activities have terminated, and overhead work is completed, tested, and approved.

B. Do not install acoustical units until after interior wet work is dry.

C. State of Oregon, Building Codes Division, Field Technical Information Document 401‐OREGON "Suspension Systems for Acoustical Lay‐in Ceilings."

1.05 SUBMITTALS


B. Shop Drawings: Indicate grid layout and related dimensioning, junctions with other ceiling finishes, mechanical and electrical items installed in the ceiling, and method of attaching hangers to building structure.

C. Product Data: Provide data on each type of product indicated.

D. Samples: Submit two full size samples illustrating material and finish of acoustical units.

E. Samples: Submit two samples each, 12 inches long, of suspension system main runner.


09 5100 ‐ 2 BID SET 08/26/09


A. Suspension System Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience.


A. Maintain uniform temperature of minimum 60 degrees F, and maximum humidity of 40 percent prior to, during, and after acoustical unit installation.

1.08 PROJECT CONDITIONS

A. Sequence work to ensure acoustical ceilings are not installed until building is enclosed, sufficient heat is provided, dust generating activities have terminated, and overhead work is completed, tested, and approved.

B. Install acoustical units after interior wet work is dry.

PART 2 PRODUCTS

2.01 ACOUSTICAL UNITS

A. Manufacturers:

1. Armstrong World Industries, Inc: www.armstrong.com.

2. USG: www.usg.com.

3. Chicago Metallic: www.chicagometallic.com.

B. Acoustical Units ‐ General: ASTM E 1264, Class A.

C. Mineral Fiber Acoustical Panels, Type ACT‐1: Painted mineral fiber, ASTM E 1264 Type III, with the following characteristics:

1. Size: 24 x 48 inches.

2. Thickness: 5/8 inches.

3. Composition: Wet felted.

4. Edge: Square.

5. Surface Color: White.

6. Surface Pattern: Non‐directional fissured.

7. Product: Cortega Square Lay‐In 769 by Armstrong.

8. Suspension System: Exposed grid.

9. 4 inch Axiom trim.

2.02 SUSPENSION SYSTEM(S)

A. Manufacturers:

1. Armstrong World Industries, Inc; Product ____: www.armstrong.com.


09 5100 ‐ 3 BID SET 08/26/09

2. Chicago Metallic Corporation; Product ____: www.chicagometallic.com.

3. USG; Product ____: www.usg.com.

B. Suspension Systems ‐ General: ASTM C 635; die cut and interlocking components, with stabilizer bars, clips, splices, perimeter moldings, and hold down clips as required.

C. Exposed Steel Suspension System: Formed steel, commercial quality cold rolled; intermediate‐duty.

1. Profile: Tee; 15/16 inch wide face. To match PSU Academic and Student Recreation Center.

2.03 ACCESSORIES

A. Support Channels and Hangers: Galvanized steel; size and type to suit application, seismic requirements, and ceiling system flatness requirement specified.

B. Perimeter Moldings: Same material and finish as grid.

1. At Exposed Grid: Provide L‐shaped molding for mounting at same elevation as face of grid.

C. Acoustical Sealant For Perimeter Moldings: Non‐hardening, non‐skinning, for use in conjunction with acoustic ceiling.

PART 3 EXECUTION

3.01 EXAMINATION


B. Verify that layout of hangers will not interfere with other work.

C. Examine substrates, areas, and conditions, including structural framing and substrates to which acoustical tile ceilings attach or abut, with Installer present, for compliance with requirements specified in this and other Sections that affect ceiling installation and anchorage and with requirements for installation tolerances and other conditions affecting performance of acoustical tile ceilings.

D. Proceed with installation only after unsatisfactory conditions have been corrected.

3.02 INSTALLATION ‐ SUSPENSION SYSTEM

A. Install suspension system in accordance with ASTM C 636, ASTM E 580, and manufacturer's instructions and as supplemented in this section.

1. Suspended ceilings shall be installed in accordance with the prescriptive provisions of the State of Oregon, Building Codes Division, Field Technical Information Document 401‐OREGON "Suspension Systems for Acoustical Lay‐in Ceilings."

B. Rigidly secure system, including integral mechanical and electrical components, for maximum deflection of 1:360.

C. Locate system on room axis according to reflected plan.

D. Install after major above‐ceiling work is complete. Coordinate the location of hangers with other work.


09 5100 ‐ 4 BID SET 08/26/09

E. Hang suspension system independent of walls, columns, ducts, pipes and conduit. Where carrying members are spliced, avoid visible displacement of face plane of adjacent members.

F. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest affected hangers and related carrying channels to span the extra distance.

G. Do not support components on main runners or cross runners if weight causes total dead load to exceed deflection capability.

H. Support fixture loads using supplementary hangers located within 8 inches of each corner, or support components independently.

I. Do not eccentrically load system or induce rotation of runners.

J. Perimeter Molding: Install at intersection of ceiling and vertical surfaces and at junctions with other interruptions.

1. Install in bed of acoustical sealant.

2. Use longest practical lengths.

3. Miter corners.

K. Form expansion joints as detailed. Form to accommodate plus or minus 1 inch movement. Maintain visual closure.

3.03 INSTALLATION ‐ ACOUSTICAL UNITS

A. Install acoustical units in accordance with manufacturer's instructions.

B. Fit acoustical units in place, free from damaged edges or other defects detrimental to appearance and function. Scribe and cut tile for accurate fit at borders and around penetrations through tile.

C. Fit border trim neatly against abutting surfaces.

D. Install units after above‐ceiling work is complete.

E. Install acoustical units level, in uniform plane, and free from twist, warp, and dents.

F. Cutting Acoustical Units:

1. Make field cut edges of same profile as factory edges.

G. Where round obstructions occur, provide preformed closures to match perimeter molding.

H. Lay acoustical insulation for a distance of 48 inches either side of acoustical partitions.

I. Install hold‐down clips on panels within 20 ft of an exterior door.

J. Protect lighting fixtures and air ducts to comply with requirements indicated for fire‐resistance‐rated assembly.

3.04 CLEANING

A. Clean exposed surfaces of acoustical tile ceilings, including trim and edge moldings. Comply with manufacturer's written instructions for cleaning and touchup of minor finish damage. Remove and replace tiles and other ceiling components that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage.


09 5100 ‐ 5 BID SET 08/26/09

3.05 TOLERANCES

A. Maximum Variation from Flat and Level Surface: 1/8 inch in 10 feet.

B. Maximum Variation from Plumb of Grid Members Caused by Eccentric Loads: 2 degrees.

END OF SECTION


BID SET 08/26/09


89205 ‐ GREEN LINE MARKET 09 6500 ‐ RESILIENT FLOORING PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

09 6500 ‐ 1 BID SET 08/26/09

SECTION 09 6500

RESILIENT FLOORING

PART 1 GENERAL


A. Resilient tile flooring.

B. Resilient base.

C. Installation accessories.


A. Section 08 7100 ‐ Door Hardware: For thresholds.


A. ASTM E 648 ‐ Standard Test Method for Critical Radiant Flux of Floor‐Covering Systems Using a Radiant Heat Energy Source; 2008.

B. ASTM F 710 ‐ Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring; 2008.

C. ASTM F 1861 ‐ Standard Specification for Resilient Wall Base; 2002.

D. ASTM F 2195 ‐ Standard Specification for Linoleum Floor Tile; 2007.

E. BAAQMD 8‐51 ‐ Bay Area Air Quality Management District Regulation 8, Rule 51, Adhesive and Sealant Products; www.baaqmd.gov; current edition.

F. NFPA 253 ‐ Standard Method of Test for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source; National Fire Protection Association; 2006.

G. SCAQMD 1168 ‐ South Coast Air Quality Management District Rule No.1168; current edition; www.aqmd.gov.

1.04 SUBMITTALS


B. Product Data: Provide data on specified products, describing physical and performance characteristics; including sizes, patterns and colors available; and installation instructions.

C. Verification Samples: Submit two samples, 8 x 8 inch minimum size illustrating color and pattern for each resilient flooring product specified.



A. Maintain temperature in storage area between 55 degrees F and 90 degrees F.

B. Materials to be acclimatized per flooring manufacturers' recommendations.

C. Store materials for not less than 48 hours prior to installation in area of installation at a temperature of 70 degrees F to achieve temperature stability. Thereafter, maintain conditions


09 6500 ‐ 2 BID SET 08/26/09

above 55 degrees F.

PART 2 PRODUCTS

2.01 TILE FLOORING

A. Linoleum Tile: Homogeneous wear layer bonded to backing, with color and pattern through wear layer thickness:

1. Minimum Requirements: Comply with ASTM F 2195, Type corresponding to type specified.

2. Backing: Polyester______.

3. Wear Layer Thickness: 0.080 inch, minimum, excluding backing.

4. Pattern: Per Drawings________.

5. Color: Refer to Finish Legend on Drawings, 2 colors used_______.

6. Manufacturers:

a. Forbo Linoleum, Inc; Product Marmoleum Composition Tile (MCT)____: www.forbo‐industries.com.

2.02 RESILIENT BASE

A. Resilient Base: ASTM F 1861, Type TS rubber, vulcanized thermoset; top set Style A, Straight at Carpet; Style B, Cove at other surfaces, and as follows:

1. Critical Radiant Flux (CRF): Minimum 0.45 watt per square centimeter, when tested in accordance with ASTM E 648 or NFPA 253.

2. Height: 4 inch.

3. Thickness: 0.125 inch thick.

4. Finish: Satin.

5. Length: Roll.

6. Color: Reference Finish Legend on Drawings.

7. Accessories: Premolded external corners and end stops.

8. Corners: Wrapped.

9. Manufacturers:

a. Johnsonite, Inc: www.johnsonite.com.

b. Roppe Corp: www.roppe.com.

c. Substitutions: See Section 01630 ‐ Product Requirements and Substitutions.

2.03 ACCESSORIES

A. Trowelable Leveling and Patching Compounds: Latex‐modified, hydraulic‐cement‐based formulation provided or recommended by manufacturer.


09 6500 ‐ 3 BID SET 08/26/09

B. Primers, Adhesives, and Seaming Materials: Waterproof; types recommended by flooring manufacturer.

1. Provide only products having lower volatile organic compound (VOC) content than required by the more stringent of the South Coast Air Quality Management District Rule No.1168 and the Bay Area Air Quality Management District Regulation 8, Rule 51.

C. Moldings and Edge Strips: Rubber.

D. Sealer and Wax: Types recommended by flooring manufacturer.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that surfaces are flat to tolerances acceptable to flooring manufacturer, free of cracks that might telegraph through flooring, clean, dry, and free of curing compounds, surface hardeners, and other chemicals that might interfere with bonding of flooring to substrate.

B. Verify that sub‐floor surfaces are smooth and flat within the tolerances specified for that type of work and are ready to receive resilient flooring.

1. Floors must be level within 1/8" over 10 feet.

C. Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work, are dust‐free, and are ready to receive resilient base.

1. Floors must be level within 1/8" over 10 feet.

D. Verify that sub‐floor surfaces are dust‐free and free of substances that could impair bonding of adhesive materials to sub‐floor surfaces.

E. Verify that concrete sub‐floor surfaces are dry enough and ready for resilient flooring installation by testing for moisture emission rate and alkalinity in accordance with ASTM F 710; obtain instructions if test results are not within limits recommended by resilient flooring manufacturer and adhesive materials manufacturer.

F. Verify that required floor‐mounted utilities are in correct location.

3.02 PREPARATION

A. Prepare sub‐floor surfaces as recommended by flooring and adhesive manufacturers.

B. Clean substrate.

3.03 INSTALLATION

A. Starting installation constitutes acceptance of sub‐floor conditions.

B. Install in accordance with manufacturer's instructions.

C. Spread only enough adhesive to permit installation of materials before initial set.

D. Fit joints tightly.

E. Set flooring in place, press with heavy roller to attain full adhesion.


09 6500 ‐ 4 BID SET 08/26/09

F. Where type of floor finish, pattern, or color are different on opposite sides of door, terminate flooring under centerline of door.

G. Install edge strips at unprotected or exposed edges, where flooring terminates, and where indicated.

H. Scribe flooring to walls, columns, cabinets, floor outlets, and other appurtenances to produce tight joints.

3.04 TILE FLOORING

A. Mix tile from container to ensure shade variations are consistent when tile is placed, unless manufacturer's instructions say otherwise.

B. Lay flooring with joints and seams parallel to building lines to produce symmetrical tile pattern.

C. Install tile to basket weave pattern. Allow minimum 1/2 full size tile width at room or area perimeter.

3.05 RESILIENT BASE

A. Fit joints tightly and make vertical. Maintain minimum dimension of 18 inches between joints.

B. Miter internal corners. At external corners, use premolded units. At exposed ends, use premolded units.

C. Install base on solid backing. Bond tightly to wall and floor surfaces.

D. Scribe and fit to door frames and other interruptions.

3.06 CLEANING

A. Remove excess adhesive from floor, base, and wall surfaces without damage.

B. Clean in accordance with manufacturer's instructions.

C. Clean, seal, and wax resilient flooring products in accordance with manufacturer's instructions.

3.07 PROTECTION

A. Prohibit traffic on resilient flooring for 48 hours after installation.

END OF SECTION

89205 ‐ GREEN LINE MARKET 09 7200 ‐ WALL COVERINGS PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

09 7200 ‐ 1 BID SET 08/26/09

SECTION 09 7200

WALL COVERINGS

PART 1 GENERAL


A. Surface preparation and prime painting.

B. Wall covering and borders.


A. Section 01 6116 ‐ Volatile Organic Compound (VOC) Content Restrictions.


A. ASTM E 84 ‐ Standard Test Method for Surface Burning Characteristics of Building Materials; 2008.

B. ASTM F 793 ‐ Standard Classification of Wallcovering by Use Characteristics; 2007.

1.04 SUBMITTALS

A. Product Data: Provide data on wall covering and adhesive.

B. Samples: Submit two samples of wall covering, 8 x10 inch in size illustrating color, finish, and texture.

C. Test Reports: Indicate verification of flame and smoke ratings, when tested by UL.


A. Manufacturer Qualifications: Company specializing in manufacturing the type of products specified in this section with minimum three years of documented experience.

B. Installer Qualifications: Company specializing in performing the type of work specified in this section with minimum three years of experience.


A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the adhesive or wall covering product manufacturer.

B. Maintain these conditions 24 hours before, during, and after installation of adhesive and wall covering.

PART 2 PRODUCTS

2.01 MATERIALS

A. Wall Covering: Reference Finish Legend on Drawings.

B. Adhesive: Type recommended by wall covering manufacturer to suit application to substrate.

C. Substrate Filler: As recommended by adhesive and wall covering manufacturers; compatible with


09 7200 ‐ 2 BID SET 08/26/09

substrate.

D. Substrate Primer and Sealer: Alkyd enamel type.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that substrate surfaces are prime painted and ready to receive work, and conform to requirements of the wall covering manufacturer.

3.02 PREPARATION

A. Fill cracks in substrate and smooth irregularities with filler; sand smooth.

B. Wash impervious surfaces with tetra‐sodium phosphate, rinse and neutralize; wipe dry.

C. Surface Appurtenances: Remove or mask electrical plates, hardware, light fixture trim, escutcheons, and fittings prior to preparing surfaces or finishing.

D. Surfaces: Correct defects and clean surfaces that affect work of this section. Remove existing coatings that exhibit loose surface defects.

E. Apply one coat of primer sealer to substrate surfaces. Allow to dry. Lightly sand smooth.

F. Vacuum clean surfaces free of loose particles.

3.03 INSTALLATION

A. Apply adhesive and wall covering in accordance with manufacturer's instructions.

B. Razor trim edges on flat work table. Do not razor cut on gypsum board surfaces.

C. Apply wall covering smooth, without wrinkles, gaps or overlaps. Eliminate air pockets and ensure full bond to substrate surface. Butt edges tightly.

D. Horizontal seams are not acceptable.

E. Do not seam within 2 inches of internal corners or within 6 inches of external corners.

F. Install wall covering before installation of bases and items attached to or spaced slightly from wall surface.

G. Do not install wall covering more than 1/4 inch below top of resilient base.

H. Cover spaces above and below windows, above doors, in pattern sequence from roll.

I. Where wall covering tucks into reveals, or metal wallboard or plaster stops, apply with contact adhesive within 6 inches of wall covering termination. Ensure full contact bond.

J. Remove excess adhesive while wet from seam before proceeding to next wall covering sheet. Wipe clean with dry cloth.

3.04 CLEANING

A. Clean wall coverings of excess adhesive, dust, dirt, and other contaminants.

B. Reinstall wall plates and accessories removed prior to work of this section.


09 7200 ‐ 3 BID SET 08/26/09

3.05 PROTECTION

A. Do not permit construction activities at or near finished wall covering areas.

END OF SECTION


BID SET 08/26/09


89205 ‐ GREEN LINE MARKET 09 9000 ‐ PAINTS AND COATINGS PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

09 9000 ‐ 1 BID SET 08/26/09

SECTION 09 9000

PAINTS AND COATINGS

PART 1 GENERAL


A. Surface preparation.

B. Field application of paints, stains, varnishes, and other coatings.

C. See Schedule ‐ Surfaces to be finished, at end of Section.

1.02 REFERENCES

A. 40 CFR 59, Subpart D ‐ National Volatile Organic Compound Emission Standards for Architectural Coatings; U.S. Environmental Protection Agency; current edition.

B. ASTM D 4442 ‐ Standard Test Methods for Direct Moisture Content Measurement of Wood and Wood‐Base Materials; 1992 (Reapproved 2003).

C. GreenSeal GS‐11 ‐ Paints; 1993.

D. SSPC (PM1) ‐ Good Painting Practice: SSPC Painting Manual, Vol. 1; Society for Protective Coatings; Fourth Edition.

1.03 SUBMITTALS

A. See Section 01 3000 ‐ Administrative Requirements, for submittal procedures.

B. Product Data: Provide data on each type of product indicated, including VOC content.

C. Samples: Submit two paper chip samples, 8‐1/25 x 11 inches in size illustrating range of colors and textures available for each surface finishing product scheduled.

D. Certification: By manufacturer that all paints and coatings do not contain any of the prohibited chemicals specified; GreenSeal GS‐11 certification is not required but if provided shall constitute acceptable certification.

E. Maintenance Data: Submit data on cleaning, touch‐up, and repair of painted and coated surfaces.


A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience.

B. Applicator Qualifications: Company specializing in performing the work of this section with minimum five years experience.

1.05 REGULATORY REQUIREMENTS

A. Conform to applicable code for flame and smoke rating requirements for products and finishes.

1.06 DELIVERY, STORAGE, AND PROTECTION

A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability.


09 9000 ‐ 2 BID SET 08/26/09

B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing.

C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in ventilated area, and as required by manufacturer's instructions.

1.07 ENVIRONMENTAL REQUIREMENTS

A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer.

B. Do not apply exterior coatings during rain or snow, or when relative humidity is outside the humidity ranges required by the paint product manufacturer.

C. Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors; 50 degrees F for exterior; unless required otherwise by manufacturer's instructions.

D. Provide lighting level of 80 ft candles measured mid‐height at substrate surface.

1.08 EXTRA MATERIALS

A. See Division 01 for additional provisions.

B. Supply 1 gallon of each color; store where directed.

C. Label each container with color in addition to the manufacturer's label.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Paints:

1. Basis‐of‐Design manufacturer:

a. ICI Paints North America:

2. Other acceptable manufacturers:

a. Benjamin Moore & Co: www.benjaminmoore.com.

b. Miller Paint, Inc: www.millerpaint.com

c. PPG Architectural Finishes, Inc: www.ppgaf.com.

d. Parker Paint: www.parkerpaint.com.

e. Sherwin‐Williams: www.sherwin‐williams.com.

2.02 PAINTS AND COATINGS ‐ GENERAL

A. Paints and Coatings: Ready mixed, except field‐catalyzed coatings. Prepare pigments:

1. To a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating.

2. For good flow and brushing properties.


09 9000 ‐ 3 BID SET 08/26/09

3. Capable of drying or curing free of streaks or sags.

B. Material Compatibility: Provide block fillers, primers, and finish‐coat materials that are compatible with one another and with the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience.

C. Material Quality: Provide manufacturer's best‐quality paint material of the various coating types specified that are factory formulated and recommended by manufacturer for application indicated. Paint‐material containers not displaying manufacturer's product identification will not be acceptable.

D. Volatile Organic Compound (VOC) Content: Provide coatings that comply with the following:

1. At all applications: Provide coatings that comply with 40 CFR 59, Subpart D ‐ National Volatile Organic Compound Emission Standards for Architectural Coatings.

2. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59, Subpart D (EPA Method 24), exclusive of colorants added to a tint base and water added at project site; or other method acceptable to authorities having jurisdiction.

E. Chemical Content: The following compounds are prohibited:

1. Aromatic Compounds: In excess of 1.0 percent by weight of total aromatic compounds (hydrocarbon compounds containing one or more benzene rings).

2. Acrolein, acrylonitrile, antimony, benzene, butyl benzyl phthalate, cadmium, di (2‐ethylhexyl) phthalate, di‐n‐butyl phthalate, di‐n‐octyl phthalate, 1,2‐dichlorobenzene, diethyl phthalate, dimethyl phthalate, ethylbenzene, formaldehyde, hexavalent chromium, isophorone, lead, mercury, methyl ethyl ketone, methyl isobutyl ketone, methylene chloride, naphthalene, toluene (methylbenzene), 1,1,1‐trichloroethane, vinyl chloride.

2.03 PAINT SYSTEMS ‐ NOMENCLATURE

A. Key: Painting system identification below as follows: (1, 2)‐( 3 )‐(4, 5); i.e. WE‐OP‐3A = Wood, Exterior ‐ Opaque ‐ 3‐coats, Alkyd.

1. Substrate:

a. C = Concrete/masonry.

b. F = Fabric.

c. G = Gypsum board.

d. M = Metal.

e. Ma = Metal, aluminum.

f. Mg = Metal, galvanized.

g. W = Wood.

2. Location:

a. E = Exterior.

b. I = Interior.

3. Finish:


09 9000 ‐ 4 BID SET 08/26/09

a. OP = OPaque.

b. P = Primer.

c. TR = TRansparent.

4. Number of Coats: Two or three, including primers, as indicated.

5. Paint Type:

a. A = Alkyd.

b. E = Epoxy.

c. F = Fire‐retardant, intumescent.

d. L = Latex.

e. S = Sealer

f. V = Varnish, no stain.

g. VS = Varnish, Stain

2.04 PAINT SYSTEMS ‐ INTERIOR

A. Paint WI‐OP‐2L ‐ Wood, Opaque, Latex, 2 Coat: At utility back boards.

1. One coat of latex primer sealer.

a. Product: ICI Dulux 1020 Wall and Woodwork Primer 136 g/l VOC, or approved equal.

2. Flat: One coat of latex enamel.

a. Product: ICI Dulux 1221 Pro Standard Wall and Ceiling 50 g/l VOC, or approved equal.

3. Do not paint over fire rating labels or stamps.

B. Paint WI‐TR‐V ‐ Wood, Transparent, Varnish, No Stain:

1. One coat sealer.

2. Satin: One coat of varnish.

a. Product: ICI Dulux 1802 Wood Pride WB Satin Varnish 182 g/l VOC, or approved equal.

C. Paint WI‐TR‐VS ‐ Wood, Transparent, Varnish, Stain:

1. Filler coat (for open grained wood only).

2. One coat of stain.

a. Product: ICI Dulux 1700 Wood Pride Oil Based Stain 216 g/l VOC, or approved equal.

3. One coat sealer.

4. Satin: One coat of varnish.

a. Product: ICI Dulux 1802 Wood Pride WB Satin Varnish 182 g/l VOC, or approved equal.

D. Paint CI‐OP‐3L ‐ Concrete/Masonry, Opaque, Latex, 3 Coat:

1. One coat of block filler.


09 9000 ‐ 5 BID SET 08/26/09

a. Product: ICI Devoe 4000 BloxFil HD Acrylic Block Filler 67 g/l VOC, or approved equal.

2. Semi‐gloss: Two coats of latex enamel.

a. Product: ICI Dulux 1427 Pro Standard Semi Gloss 49 g/l VOC, or approved equal.

E. Paint CE‐TR‐1S ‐ Concrete, Horizontal Surfaces, Translucent, Sealer, 1 Coat:

1. One coat of sealer.

a. Product: Dayton Superior, Weather Worker S‐100 (J‐29‐A), or approved equal

F. Paint CI‐TR‐2S ‐ Concrete, Horizontal Surfaces, Translucent, Sealer, 2 Coat:

1. One coat of primer, parts A and B.

a. Product: BASF Construction Chemicals, LLC, Mastertop APS 2011 Primer; 0 g/l VOC, or approved equal.

2. One coat of sealer, parts A and B.

a. Product: BASF Construction Chemicals, LLC, Mastertop APS 2011; 0 g/l VOC, or approved equal.

G. Paint CE/I‐TR‐1S ‐ Concrete, Vertical Surfaces, Translucent, Sealer, 1 Coat:

1. One coat of sealer.

a. Product: Degussa/ Evonik Industries, Protectosil Antigraffiti, or approved equal

H. Paint MI‐OP‐3A ‐ Ferrous Metals, Unprimed, Alkyd, 3 Coat:

1. One coat of waterborne acrylic primer.

a. Product: ICI Devoe 4020 Devflex DTM Primer Finish,75 g/l VOC, or approved equal.

2. Semi‐gloss: Two coats of waterborne acrylic enamel.

a. Product: ICI Devoe Devflex 4216HP Semigloss, 225 g/l VOC, or approved equal.

I. Paint MI‐OP‐2A ‐ Ferrous Metals, Primed, Alkyd, 2 Coat:

1. Touch‐up with waterborne acrylic primer.


a. Product: ICI Devoe Devflex 4216HP Semigloss 225 g/l VOC, or approved equal.

J. Paint MgI‐OP‐3A ‐ Galvanized Metals, Alkyd, 3 Coat:

1. One coat galvanize primer.



K. Paint MaI‐OP‐3L ‐ Aluminum, Unprimed, Latex, 3 Coat:

1. One coat etching primer.

a. Product: ICI Devoe Dev Prep 88 0 g/l VOC, or approved equal.



09 9000 ‐ 6 BID SET 08/26/09


L. Paint GI‐OP‐3L ‐ Gypsum Board/Plaster, Latex, 3 Coat:

1. One coat of alkyd primer sealer.

a. Product: ICI Dulux 1000 Prep and Prime, 92 g/l VOC, or approved equal.

2. Gloss: Two coats of latex enamel.

a. Product: ICI Dulux 3028 Pro Premium 100% Acrylic Gloss 99 g/l VOC, or approved equal.

3. Semi‐gloss: Two coats of latex enamel.

a. Product: ICI Dulux 1427 Pro Standard Semi Gloss 49 g/l VOC, or approved equal.

b. Satin: Two coats of latex enamel.a. Product: ICI Dulux 1200N Pro Premium Velvet Matt 48 g/l VOC, or approved equal.

M. Paint GI‐OP‐3E ‐ Gypsum Board/Plaster, Epoxy, 3 Coat:

1. One coat of epoxy primer.

2. Two coats of epoxy enamel.

a. Product: Sierra Peformance Coatings, Div. of Rust‐Oleum, S16/22 Epoxy‐Acrylic Wall & Trim Enamel 0 g/l VOC, or approved equal.

N. Paint FI‐OP‐3A ‐ Fabrics/Insulation Jackets, Alkyd, 3 Coat:

1. One coat of acrylic primer sealer.

a. Product: ICI Dulux 1000 Prep and Prime, 92 g/l VOC, or approved equal.

2. Flat: Two coats of acrylic enamel.

a. Product: ICI Dulux 1200N Pro Premium Velvet Matt 48 g/l VOC, or approved equal.


A. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials not specifically indicated but required to achieve the finishes specified; commercial quality.

B. Patching Material: Latex filler.

C. Fastener Head Cover Material: Latex filler.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that surfaces are ready to receive Work as instructed by the product manufacturer.

B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application.

C. Test shop‐applied primer for compatibility with subsequent cover materials.

D. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes


09 9000 ‐ 7 BID SET 08/26/09

unless moisture content of surfaces are below the following maximums, or as required by manufacturer:

1. Plaster and Gypsum Wallboard: 12 percent.

2. Masonry, Concrete, and Concrete Unit Masonry: 12 percent.

3. Interior Wood: 15 percent, measured in accordance with ASTM D 4442.

4. Concrete Floors: 8 percent.

3.02 PREPARATION

A. Surface Appurtenances: Remove or mask electrical plates, hardware, light fixture trim, escutcheons, and fittings prior to preparing surfaces or finishing.

B. Surfaces: Correct defects and clean surfaces which affect work of this section. Remove or repair existing coatings that exhibit surface defects.

C. Marks: Seal with shellac those which may bleed through surface finishes.

D. Impervious Surfaces: Remove mildew by scrubbing with solution of tetra‐sodium phosphate and bleach. Rinse with clean water and allow surface to dry.

E. Concrete and Unit Masonry Surfaces to be Painted: Remove dirt, loose mortar, scale, salt or alkali powder, and other foreign matter. Remove oil and grease with a solution of tri‐sodium phosphate; rinse well and allow to dry. Remove stains caused by weathering of corroding metals with a solution of sodium metasilicate after thoroughly wetting with water. Allow to dry.

F. Gypsum Board Surfaces to be Painted: Fill minor defects with filler compound. Spot prime defects after repair.

G. Concrete Floors to be Painted: Remove contamination, acid etch, and rinse floors with clear water. Verify required acid‐alkali balance is achieved. Allow to dry.

H. Galvanized Surfaces to be Painted: Remove surface contamination and oils and wash with solvent. Apply coat of etching primer.

I. Uncoated Steel and Iron Surfaces to be Painted: Remove grease, mill scale, weld splatter, dirt, and rust. Where heavy coatings of scale are evident, remove by hand wire brushing or sandblasting; clean by washing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Prime paint entire surface; spot prime after repairs.

J. Shop‐Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose primer and rust. Feather edges to make touch‐up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces.

K. Interior Wood Items to Receive Transparent Finish: Wipe off dust and grit prior to sealing, seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after sealer has dried; sand lightly between coats. Prime concealed surfaces with gloss varnish reduced 25 percent with thinner.

L. Wood Doors to be Field‐Finished: Seal wood door top and bottom edge surfaces with clear sealer.

M. Metal Doors to be Painted: Prime metal door top and bottom edge surfaces.


09 9000 ‐ 8 BID SET 08/26/09

3.03 APPLICATION

A. Apply products in accordance with manufacturer's instructions.

B. Where adjacent sealant is to be painted, do not apply finish coats until sealant is applied.

C. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is applied.

D. Apply each coat to uniform appearance. Apply each coat of paint slightly darker than preceding coat unless otherwise approved.

E. Sand wood surfaces lightly between coats to achieve required finish.

F. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior to applying next coat.

G. Where clear finishes are required, tint fillers to match wood. Work fillers into the grain before set. Wipe excess from surface.

3.04 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT

A. Refer to Section 15 0750 and Section 16 0750 for schedule of color coding of equipment, duct work, piping, and conduit.

B. Paint shop‐primed equipment, where indicated.

C. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical components and paint separately.

D. Finish equipment, piping, conduit, and exposed duct work in utility areas in colors according to the color coding scheme indicated.

E. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing.


A. See Section 01400 ‐ Quality Requirements, for general requirements.

1. Collect waste material which may constitute a fire hazard, place in closed metal containers, and remove daily from site.

3.06 SCHEDULE ‐ SURFACES TO BE FINISHED

A. Do Not Paint or Finish the Following Items:

1. Items fully factory‐finished unless specifically noted.

2. Fire rating labels, equipment serial number and capacity labels.

3. Stainless steel items.

B. Paint the surfaces described below under Schedule ‐ Paint Systems.

C. Paint all exposed structure, ductwork, conduiting, piping, and other unfinished products above rooms 330, 340, and 350.

D. Mechanical and Electrical: Use paint systems defined for the substrates to be finished.


09 9000 ‐ 9 BID SET 08/26/09

1. Paint all insulated and exposed pipes occurring in finished areas to match background surfaces, unless otherwise indicated.

2. Paint shop‐primed items occurring in finished areas.

3. Paint interior surfaces of air ducts and convector and baseboard heating cabinets that are visible through grilles and louvers with one coat of flat black paint to visible surfaces.

4. Paint dampers exposed behind louvers, grilles, and convector and baseboard cabinets to match face panels.

E. Paint both sides and edges of plywood backboards for electrical and telephone equipment before installing equipment; do not paint fire‐rating labels until reviewed and approved by fire marshal.

3.07 SCHEDULE ‐ PAINT SYSTEMS

A. Concrete, Concrete Block, Brick Masonry: Finish all surfaces exposed to view.

1. Interior: CI‐OP‐3L, semi‐gloss.

B. Concrete: Finish all surfaces exposed to view.

1. Interior, Horizontal Slabs: CI‐TR‐2S, matte.

2. Interior, Exposed Vertical Concrete: CE/I‐TR‐1S, matte.

a. Provide to 10 feet height AFF.

C. Gypsum Board: Finish all surfaces exposed to view.

1. Interior Ceilings and Bulkheads: GI‐OP‐3L, flat.

2. Interior Walls: GI‐OP‐3A, semi‐gloss.

D. Wood: Finish all surfaces exposed to view.

1. Interior paneling: WI‐TR‐VS, gloss.

E. Wood Cabinets: Finish all exposed and semi‐exposed surfaces.

1. Inside Surfaces: WI‐OP‐2A, semi‐gloss.

F. Wood Doors: Factory‐finished.

G. Steel Doors and Frames: Finish all surfaces exposed to view; MI‐OP‐3A, gloss.

H. Structural Steel:

1. Interior: MI‐OP‐3L, gloss; finish all surfaces exposed to view.

I. Steel Fabrications:

1. Interior: MI‐OP‐3L, gloss; finish all surfaces exposed to view.

J. Aluminum: Finish all non‐anodized and non‐prefinished surfaces exposed to view.

K. Galvanized Steel: Finish all surfaces exposed to view.

L. Shop‐Primed Metal Items: Finish all surfaces exposed to view.

1. Finish the following items:

a. Exposed surfaces of lintels.


09 9000 ‐ 10 BID SET 08/26/09

b. Elevator pit ladders.

c. Exposed surfaces of steel stairs and railings.

M. Pipe and Duct Insulation Jackets: Finish all surfaces exposed to view; FI‐OP‐2L, flat.

3.08 SCHEDULE ‐ COLORS

A. Interior Paint Color Schedule: Reference Finish Legend on Drawings for colors.

END OF SECTION

89205 ‐ GREEN LINE MARKET 10 4400 ‐ FIRE PROTECTION SPECIALTIES PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

10 4400 ‐ 1 BID SET 08/26/09

SECTION 10 4400

FIRE PROTECTION SPECIALTIES

PART 1 GENERAL


A. Fire extinguishers.

B. Fire extinguisher cabinets.

C. Accessories.


A. Section 09 2116 ‐ Gypsum Board Assemblies: Roughed‐in wall openings, blocking and shims.


A. NFPA 10 ‐ Standard for Portable Fire Extinguishers; National Fire Protection Association; 2007.

B. UL (FPED) ‐ Fire Protection Equipment Directory; Underwriters Laboratories Inc.; current edition.

1.04 PERFORMANCE REQUIREMENTS

A. Conform to NFPA 10.

B. Provide extinguishers classified and labeled by Underwriters Laboratories Inc. for the purpose specified and indicated.

C. Provide cabinets classified and labeled by Underwriters Laboratories Inc. for the purpose specified and indicated.

1.05 SUBMITTALS


B. Shop Drawings: Indicate cabinet physical dimensions.

C. Product Data: Provide extinguisher operational features.

D. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.

E. Maintenance Data: Include test, refill or recharge schedules and re‐certification requirements.


A. Do not install extinguishers when ambient temperature may cause freezing of extinguisher ingredients.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Fire Extinguishers, Cabinets and Accessories:


10 4400 ‐ 2 BID SET 08/26/09

1. JL Industries, Inc: www.jlindustries.com.

2. Larsen's Manufacturing Co: www.larsensmfg.com.

3. Potter‐Roemer: www.potterroemer.com.

4. Sustitutions: Subject to compliance with requirements.

2.02 FIRE EXTINGUISHERS

A. Fire Extinguishers ‐ General: Comply with product requirements of NFPA 10 and applicable codes, whichever is more stringent.

1. Provide extinguishers labeled by Underwriters Laboratories Inc. for the purpose specified and indicated.

B. At all locations, except as indicated below: Dry Chemical Type: Stainless steel tank, with pressure gage.

1. Class B:C.

2. Size 10.

3. Finish: Baked enamel, color as selected.

2.03 FIRE EXTINGUISHER CABINETS

A. Basis of Design: Manufacturer: Larsen; series: "Occult"; product: "Vertical Duo Clear Acrylic Door": www.larsenmfg.com.

1. Material: Painted steel.

2. Door Finish: Anodized aluminum; or similar finish, only if approved by Architect.

B. Cabinet Configuration: Recessed type; unless wall depth is not adequate, then provide semi‐recessed type cabinets.

1. Sized to accommodate accessories.

2. Trimless type.

C. Door: 0.036 inch thick, reinforced for flatness and rigidity; latch. Hinge doors for 180 degree opening with two butt hinge. Provide nylon catch.

D. Door Glazing: Glass, clear, 1/8 inch thick float. Set in resilient channel gasket glazing.

E. Cabinet Mounting Hardware: Appropriate to cabinet. Pre‐drill for anchors.

F. Finish of Cabinet Exterior Trim and Door: Baked enamel, White color.

G. Finish of Cabinet Interior: White enamel.

2.04 ACCESSORIES

A. Extinguisher Brackets: Formed steel, chrome‐plated.

B. Cabinet Signage: Code required.


10 4400 ‐ 3 BID SET 08/26/09

PART 3 EXECUTION

3.01 EXAMINATION


B. Verify rough openings for cabinet are correctly sized and located.

3.02 INSTALLATION

A. Install in accordance with manufacturer's instructions.

B. Install cabinets plumb and level in wall openings, height above finished floor to cabinet as indicated on Drawings.

C. Secure rigidly in place.

D. Place extinguishers and accessories in cabinets.

END OF SECTION


BID SET 08/26/09


89205 ‐ GREEN LINE MARKET 21 0510 ‐ DESIGN‐BUILD FIRE SUPPRESSION SYSTEMS PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

21 0510 ‐ 1 BID SET 08/26/09

SECTION 21 0510

DESIGN‐BUILD FIRE SUPPRESSION SYSTEMS

FIRE SUPPRESSION SYSTEMS SHALL BE PROVIDED BY DESIGN‐BUILD SUBCONTRACTOR AS FOLLOWS:

1.01 Fire Suppression Systems Contractor shall provide for and obtain all necessary permits and inspections as required from regulatory agencies.

1.02 Fire Suppression Systems Contractor shall be the permit holder and shall be responsible for the proper design and installation of the mechanical systems for the entire renovated space.

1.03 All Fire Suppression Systems work shall be Bidder design‐build and shall comply with all governing code requirements.

1.04 Fire Suppression Systems Contractor shall provide all shop drawings as required for construction. Architectural plans illustrate fixture locations only.

1.05 Coordinate work with plumbing and mechanical work on the Project.

1.06 Fire Suppression Systems Contractor shall provide product data for all piping and devices.

1.07 Fire Suppression Systems Contractor shall coordinate requirements with the intent of the Documents; Fire Suppression Systems Contractor shall perform calculations to verify piping is properly sized.

1.08 Qualifications: Fire Suppression Systems designers and installers shall be training and certified for systems and equipment to be provided and installed.

1.09 Provide piping and fixtures of code‐required materials and properly sized for services required.

A. Provide devices to match existing building standard.

1.10 At completion, provide the following:

A. O&M manual for devices installed.

B. The contractor shall submit shop drawings as AutoCAD files to the Owner.

END OF SECTION 21 0510


BID SET 08/26/09


89205 ‐ GREEN LINE MARKET 23 0510 ‐ DESIGN‐BUILD HVAC SYSTEMS PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

23 0510 ‐ 1 BID SET 08/26/09

SECTION 23 0510

DESIGN‐BUILD HVAC SYSTEMS

HVAC SYSTEMS SHALL BE PROVIDED BY DESIGN‐BUILD SUBCONTRACTOR AS FOLLOWS:

1.01 HVAC Systems Contractor shall provide for and obtain all necessary permits and inspections as required from regulatory agencies.

1.02 HVAC Systems Contractor shall be the permit holder and shall be responsible for the proper design and installation of the mechanical systems for the entire renovated space.

1.03 All HVAC Systems work shall be Bidder design‐build and shall comply with all governing code requirements.

1.04 HVAC Systems Contractor shall provide all shop drawings as required for construction. Architectural plans illustrate supply and return only.

1.05 Coordinate work with fire suppression, electrical, and fire alarm work on the Project.

1.06 HVAC Systems Contractor shall provide product data for all equipment and fixtures.

1.07 HVAC Systems Contractor shall coordinate power and mounting requirements with the intent of the Documents; HVAC Systems Contractor shall perform calculations to verify cabling is properly sized.

1.08 Qualifications: HVAC Systems designers and installers shall be training and certified for systems to be provided and installed.

1.09 Provide piping, ductwork and equipment of code‐required materials and properly sized for services required.

A. Provide equipment with UL ratings.

B. Provide supply diffusers and return grilles to match existing building standard.

C. Provide controls and thermostats to match existing building standards.

1.10 Conceal controls conduit and junction boxes to the fullest extent possible. Where conduit or junction boxes cannot be concealed, notify the Architect and coordinate locations to be as unobtrusive as possible.


A. O&M manual for equipment and duct devices installed.


END OF SECTION


BID SET 08/26/09


89205 ‐ GREEN LINE MARKET 26 0510 ‐ DESIGN‐BUILD ELECTRICAL SYSTEMS PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

26 0510 ‐ 1 BID SET 08/26/09

SECTION 26 0510

DESIGN‐BUILD ELECTRICAL SYSTEMS

ELECTRICAL SYSTEMS SHALL BE PROVIDED BY DESIGN‐BUILD SUBCONTRACTOR AS FOLLOWS:

1.01 Electrical Systems Contractor shall provide for and obtain all necessary permits and inspections as required from regulatory agencies.

1.02 Electrical Systems Contractor shall be the permit holder and shall be responsible for the proper design and installation of the electrical and lighting systems for the entire renovated space.

1.03 All Electrical Systems work shall be Bidder design‐build and shall comply with all governing code requirements.

1.04 Electrical Systems Contractor shall provide all shop drawings as required for construction. Architectural plans illustrate fixture, equipment, switch and outlet locations only.

1.05 Coordinate and provide power for fire alarm, mechanical, security, audio/ visual and other equipment on the Project.

1.06 Electrical Systems Contractor shall provide product data for all equipment and fixtures.

1.07 Electrical Systems Contractor shall coordinate power and mounting requirements with the intent of the Documents; Electrical Systems Contractor shall perform calculations to verify cabling is properly sized.

1.08 Qualifications: Electrical Systems designers and installers shall be training and certified for systems to be provided and installed.

1.09 Provide conduit, raceways, cabling and conductors of code‐required materials and properly sized for the loads required.

A. All conductors are to be copper.

B. Provide plenum‐rated cabling were required by code.

C. Conduit and Raceways: Provide sealed conduit penetrations to the exterior to prevent moisture from the weather or condensation from entering the building.

D. Provide identification labeling on cabling terminated at panels.

E. Provide lighting as indicated on Drawings, with UL ratings.

F. Provide additional electrical backboards and panels as required.

1.10 Conceal conduit and junction boxes to the fullest extent possible. Where conduit or junction boxes cannot be concealed, notify the Architect and coordinate locations to be as unobtrusive as possible.


A. O&M manual for equipment and lighting installed.


C. Identify circuits on index in existing and new panels as applicable when complete.

89205 ‐ GREEN LINE MARKET 26 0510 ‐ DESIGN‐BUILD ELECTRICAL SYSTEMS PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

26 0510 ‐ 2 BID SET 08/26/09

END OF SECTION

89205 ‐ GREEN LINE MARKET 28 3110 ‐ DESIGN‐BUILD FIRE DETECTION AND ALARM PORTLAND STATE UNIVERSITY © 2009 Yost Grube Hall Architecture

28 3110 ‐ 1 BID SET 08/26/09

SECTION 28 3110

DESIGN‐BUILD FIRE DETECTION AND ALARM

FIRE DETECTION AND ALARM SYSTEMS SHALL BE PROVIDED BY DESIGN‐BUILD SUBCONTRACTOR AS FOLLOWS:

1.01 Fire Detection and Alarm Contractor shall provide for and obtain all necessary permits and inspections as required from regulatory agencies.

1.02 Fire Detection and Alarm Contractor shall be the permit holder and shall be responsible for the proper design, operation and installation of the fire alarm system for the entire renovated space.

1.03 All Fire Detection and Alarm work shall be Bidder design‐build and shall comply with all governing code requirements.

1.04 Fire Detection and Alarm Contractor shall provide all shop drawings as required for construction.

1.05 Fire Detection and Alarm Contractor shall provide product data for all equipment and fixtures.

1.06 Fire Detection and Alarm Contractor shall coordinate power and mounting requirements with the intent of the Documents; Fire Detection and Alarm Contractor shall perform calculations to verify cable is properly sized.

1.07 Qualifications: Fire Detection and Alarm system designers and installers shall be training and certified by the manufacturers of the equipment to be provided and installed.

1.08 Fire Alarm Pre‐Acceptance Test Requirements: Prior to calling for a witnessed acceptance test, all of the following conditions shall be met:

A. All devices shall be tested prior to Fire Department test.

B. The fire alarm communicator shall be connected to two active telephone lines and the detection system shall be on‐line with the monitoring station.

C. All of the appropriate permits and required paper work shall be signed and present, including shop drawings and cut sheets.

D. Equipment: Canned smoke shall be available; Appropriate tools shall be available to open the various circuits.

E. Sufficient personnel from the permit holder's company shall be present to perform the test; One person is required to test devices and one person is required to reset; Radios shall be available for communication between the tester and the re‐setter.

F. All appropriate personnel and occupants in the building shall be notified that the fire alarm system will be tested.

G. NO final inspections shall be performed prior to the completion of all construction including, including but not limited to: Painting, cleaning, carpeting, etc.

1.09 Modification to Existing Fire Alarm System:

A. Maintain Existing Fire Alarm System configuration control during fire alarm system modifications.


28 3110 ‐ 2 BID SET 08/26/09

B. Provide connection to building's existing Fire Alarm Control Panel (FACP); Test connections through‐out.

C. All existing systems to be remodeled shall remove any and all detectors prior to the start of construction in areas affected; No installation of detectors prior to completion of construction and clean‐up will be accepted.

1.10 Provide as required by code: Circuit breakers, switches, service outlets, phone terminations and surge protection components inside the FACP.

1.11 Provide conduit, raceways, cabling and conductors of code‐required material and properly sized for the loads required.

A. Provide plenum‐rated cabling were required by code.

B. Provide red‐jacketed cabling.

C. Provide multi‐tone horn/ strobe units.

D. Conduit and Raceways: Provide sealed conduit penetrations to the exterior to prevent moisture from the weather or condensation from entering the building.

E. Provide identification labeling on fire alarm equipment and cables.

1.12 Conceal conduit and junction boxes to the fullest extent possible. Where conduit or junction boxes cannot be concealed, notify the Architect and coordinate locations to be as unobtrusive as possible.

1.13 Provide small auxiliary fire alarm panel above the FACP for installation of additional devices, e.g. surge protection devices, strobe synchronization modules, as required.

1.14 Provide Fire Safety Disconnect Switch in FACP to allow maintenance personnel to isolate notification circuits and fire safety function controls during maintenance activities to avoid disrupting building occupants.

1.15 Maintain any existing and provide new required tie‐ins for HVAC equipment to be operated by the fire alarm system.

1.16 Provide duct, plenum and concealed location smoke detectors, fire/smoke dampers, and the associated equipment controls where required by code.

1.17 Part 2.07 was renamed “Conventional Initiation Devices” and revised to include part numbers for conventional initiation devices used in EST conventional and hybrid panel installations.

1.18 Perform Fire Alarm Pre‐Acceptance Test quality control review.


A. O&M manual for Fire Detection and Alarm system.

B. Fire Detection and Alarm system logbook shall be installed and/or updated.

C. Contact ID Codes at Fire Alarm Central Station

D. Start‐up Configuration Utility Programming Guidelines

E. Notifier Programming Guidelines

F. Quality Assurance Checklist

G. The contractor shall submit shop drawings as AutoCAD files to the Owner.


28 3110 ‐ 3 BID SET 08/26/09

H. Identify circuits on index in existing and new panels as applicable when complete.

END OF SECTION 28 3110