17268 Scope Specs.pdf

25601 – Pharmacy Upgrades Facilities Services Oregon State Correctional Institution

Background & Statement of Work

Background: The Health Services area has been in existence since the construction of the prison in the late 1950s. This upgrade is necessary to meet new departmental standards for the storage and dispensing of medications.

Project: We are seeking a turnkey renovation of the existing Medical Unit within the

Oregon State Correctional Institution. Work includes demolition, new construction, mechanical/electrical improvements, casework, finishes, and safety zone management within an active correctional environment.

ARCHITECTURE

COMMUNITY

2025.0018.000 Project Title Page

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SECTION 000101

PROJECT TITLE PAGE

PROJECT MANUAL

FOR

DOC - OSCI MEDICAL UNIT RENOVATION

ARCHITECTS PROJECT NUMBER: 2025.0018.000

OREGON DEPARTMENT OF CORRECTIONS

3405 DEER PARK DR SE

SALEM , OREGON 97310

DATE: JUNE 16TH, 2026

PREPARED BY:

AC+CO ARCHITECTURE | COMMUNITY

1100 LIBERTY ST SE, STE 200

SALEM, OREGON 97302

503.581.4114

FAX: 503.581.3655

E-MAIL: ARCHITECTS@ACCOAC.COM

IN THE EVENT CONFLICTS ARE DISCOVERED BETWEEN THE ORIGINAL SIGNED AND SEALED

DOCUMENTS PREPARED BY THE ARCHITECTS AND/OR THEIR CONSULTANTS, AND THE COPY

OF THE DOCUMENTS TRANSMITTED BY MAIL, FAX, ELECTRONICALLY OR OTHERWISE, THE

ORGINAL SIGNED AND SEALED DOCUMENTS SHALL GOVERN.

2025.0018.000 Table of Contents

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SECTION 000110

TABLE OF CONTENTS

DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

000101 - Project Title Page

000110 - Table of Contents

DIVISION 01 -- GENERAL REQUIREMENTS

011000 – Summary

DIVISION 03 -- CONCRETE

033000 - Cast-in-Place Concrete

033512 – Concrete Polished Floors

DIVISION 04 -- MASONRY

042000 – Unit Masonry

DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

061000 - Rough Carpentry

064100 - Architectural Wood Casework

DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

079200 - Joint Sealants

DIVISION 08 -- OPENINGS

081113 - Hollow Metal Doors and Frames

083323 - Overhead Coiling Doors

083460 – Detention Doors and Frames

085619 – Pass Thru Windows

DIVISION 09 -- FINISHES

092116 - Gypsum Board Assemblies

096500 - Resilient Flooring

099123 - Interior Painting

DIVISION 12 -- FURNISHINGS

123600 - Countertops

END OF SECTION

2025.0018.000 Summary

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SECTION 011000

SUMMARY

PART 1 GENERAL

1.01 PROJECT

A. Project Name: DOC - OSCI Medical Unit Renovation B. Owner's Name: Oregon Department of Corrections.

C. Architect's Name: AC+Co Architecture | Community.

D. The Project consists of the renovation of the existing medical unit.

1.02 DESCRIPTION OF ALTERATIONS WORK

A. Scope of demolition and removal work is indicated on drawings.

B. Scope of alterations work is indicated on drawings.

C. Plumbing: Alter existing system and remove components as noted..

D. HVAC: Alter existing system and add new construction, keeping existing in operation.

E. Electrical Power and Lighting: Alter existing system and add new construction, keeping existing in operation.

F. Fire Alarm: Alter existing system and add new construction, keeping existing in operation.

1.03 WORK BY OWNER

A. Items noted NIC (Not in Contract) will be supplied and installed by Owner before Substantial

Completion. Some items include:

1. Movable cabinets.

2. Furnishings.

3. Small equipment.

4. Rugs.

5. Artwork.

B. Owner will supply and install the following:

1. Owner is responsible for low voltage camera and data equipment and terminations at head in equipment. Contractor responsible for all pathways and back boxes..

1.04 OWNER OCCUPANCY

A. Owner intends to continue to occupy adjacent portions of the existing building during the entire construction period.

B. Owner intends to occupy the Project upon Substantial Completion.

C. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.

D. Schedule the Work to accommodate Owner occupancy. Phasing of Dental area is to be discussed for operations with Owner.

E. Construction Operations: Limited to areas noted on Drawings.

F. Arrange use of site and premises to allow:

1. Owner occupancy.

2. Work by Owner.

G. Provide access to and from site as required by law and by Owner:

1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered.

2. Do not obstruct roadways, sidewalks, or other public ways without permit.

H. Existing building spaces may not be used for storage.

2025.0018.000 Summary

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1.05 WORK SEQUENCE

A. Coordinate construction schedule and operations with Owner.

2025.0018.000 Cast-In-Place Concrete

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SECTION 033000

CAST-IN-PLACE CONCRETE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Concrete formwork.

B. Concrete for existing vertical opening infil.

C. Concrete reinforcement.

1.02 REFERENCE STANDARDS

A. ACI 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass

Concrete; 1991 (Reapproved 2009).

B. ACI 301 - Specifications for Structural Concrete; 2016.

C. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete; 2000

(Reapproved 2009).

D. ACI 305R - Guide to Hot Weather Concreting; 2010.

E. ACI 308R - Guide to External Curing of Concrete; 2016.

F. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; 2014 (Errata

2017).

G. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for

Concrete Reinforcement; 2016.

H. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2016, with Editorial

Revision (2016).

I. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete

Specimens; 2018.

J. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete; 2017a.

K. ASTM C109/C109M - Standard Test Method for Compressive Strength of Hydraulic Cement

Mortars (Using 2-in. or (50-mm) Cube Specimens); 2016a.

L. ASTM C150/C150M - Standard Specification for Portland Cement; 2018.

M. ASTM C173/C173M - Standard Test Method for Air Content of Freshly Mixed Concrete by the

Volumetric Method; 2016.

N. ASTM C260/C260M - Standard Specification for Air-Entraining Admixtures for Concrete; 2010a

(Reapproved 2016).

O. ASTM C330/C330M - Standard Specification for Lightweight Aggregates for Structural

Concrete; 2017a.

P. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete; 2017.

Q. ASTM C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete; 2015.

R. ASTM C1107/C1107M - Standard Specification for Packaged Dry, Hydraulic-Cement Grout

(Nonshrink); 2014a.

S. ASTM C1240 - Standard Specification for Silica Fume Used in Cementitious Mixtures; 2015.

T. ASTM C1602/C1602M - Standard Specification for Mixing Water Used in the Production of

Hydraulic Cement Concrete; 2012.

1.03 SUBMITTALS

A. See Section 013000 - Administrative Requirements for submittal procedures.

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1. Submittal procedures shall comply with SGC-3 (RFI and submittal requirements).

Submittals that request changes to contract price, schedule, means/methods, or substitutions will be rejected per SGC-3(c).

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

C. Mix Design: Submit proposed concrete mix design.

1. Indicate proposed mix design complies with requirements of ACI 301, Section 4 -

Concrete Mixtures. Indicate minimum 30 break test results of mix to be used.

D. Test Reports: Submit report for each test or series of tests specified.

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

1.04 QUALITY ASSURANCE

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

B. Follow recommendations of ACI 305R when concreting during hot weather.

1.05 WARRANTY

A. Waranty period is one year minimum, extended as required under SGC-13, including system-wide warranty extensions where phased work is used.

PART 2 PRODUCTS

2.01 FORMWORK

A. 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 Exposed Finish Concrete: Contractor's choice of materials that will provide smooth, stain-free final appearance.

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

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

2.02 REINFORCEMENT MATERIALS

A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi).

1. Type: Deformed billet-steel bars.

2. Finish: Unfinished.

2.03 CONCRETE MATERIALS

A. Cement: ASTM C150/C150M, Type I - Normal Portland type.

1. Acquire all cement for entire project from same source. Course aggregate shall exceed fine aggregate.

B. Fine and Coarse Aggregates: ASTM C33/C33M.

1. Acquire all aggregates for entire project from same source. Course aggregate shall exceed fine aggregate.

C. Lightweight Aggregate: ASTM C330/C330M.

D. Fly Ash: ASTM C618, Class C or F. Max 15 percent substitution.

E. Calcined Pozzolan: ASTM C618, Class N.

F. Silica Fume: ASTM C1240, proportioned in accordance with ACI 211.1.

G. Water: ASTM C1602/C1602M; clean, potable, and not detrimental to concrete.

H. Thickness: per drawings.

1. Actual installed conditions must be documented in Record Documents per SGC-16.

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2.04 ADMIXTURES

A. Air Entrainment Admixture: ASTM C260/C260M.

B. Water Reducing Admixture: ASTM C494/C494M Type A.

2.05 ACCESSORY MATERIALS

A. Non-Shrink Cementitious Grout: Premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents.

1. Grout: Comply with ASTM C1107/C1107M.

2. Minimum Compressive Strength at 28 Days, ASTM C109/C109M: 7,000 pounds per square inch.

2.06 CURING MATERIALS

A. Water: Potable, not detrimental to concrete.

2.07 CONCRETE MIX DESIGN

A. Proportioning Normal Weight Concrete: Comply with ACI 211.1 recommendations.

B. Normal Weight Concrete:

1. Compressive Strength, when tested in accordance with ASTM C39/C39M at 28 days:

4,000 pounds per square inch, refer to structural drawings.

2. Fly Ash Content: Maximum 25 percent of cementitious materials by weight.

3. Calcined Pozzolan Content: Maximum 5 percent of cementitious materials by weight.

4. Silica Fume Content: Maximum 5 percent of cementitious materials by weight.

5. Water-Cement Ratio: Maximum 44 percent by weight for slabs, Maximum 50 percent for other concrete components, refer to structural drawings.

6. Total Air Content: 5 percent, determined in accordance with ASTM C173/C173M.

7. Maximum Slump: 6 inches

8. Maximum Aggregate Size: 1-1/2 inch.

2.08 MIXING

A. On Project Site: Mix in drum type batch mixer, complying with ASTM C685/C685M. Mix each batch not less than 1-1/2 minutes and not more than 5 minutes.

B. Transit Mixers: Comply with ASTM C94/C94M.

C. Adding Water: If concrete arrives on-site with slump less than suitable for placement, do not add water that exceeds the maximum water-cement ratio or exceeds the maximum permissible slump.

PART 3 EXECUTION

3.01 EXAMINATION

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

1. Failure to notify the Owner of discrepancies prior to placement consitutes acceptance of conditions, per A.4.1-A.4.3.

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

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

D. Where new concrete is to be bonded to previously placed concrete, prepare existing surface by cleaning and applying bonding agent in according to bonding agent manufacturer's instructions.

E. 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.

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3.03 INSTALLING REINFORCEMENT AND OTHER EMBEDDED ITEMS

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.

3.04 PLACING CONCRETE

A. Place concrete in accordance with ACI 304R.

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

C. Ensure reinforcement and inserts will not be disturbed during concrete placement.

D. Place concrete continuously without construction (cold) joints wherever possible; where construction joints are necessary, before next placement prepare joint surface by removing laitance and exposing the sand and sound surface mortar, by sandblasting or high-pressure water jetting.

1. If unforeseen conditions require deviation, Contractor must request written direction via

RFI per SGC-3. No deviation is permitted without written Owner approval.

3.05 CONCRETE FINISHING

A. Repair surface defects, including tie holes, immediately after removing formwork.

B. Unexposed Form Finish: Rub down or chip off fins or other raised areas 1/4 inch or more in height.

C. Exposed Form Finish (exposed walls): Rub down or chip off and smooth fins or other raised areas 1/4 inch or more in height. Provide finish as follows:

1. Grade B - Standard Wall Finish: All walls or slabs not specified as Grade A finish.

a. Panel surfaces must be free of voids, holes, pockets, and other surface deformations greater than 1/4 inch.

b. Curing cracks are acceptable, but structural cracks resulting from erection forces are not acceptable.

c. Reveals may not deviate from their correct position by more than 1/4 inch in 10 feet.

d. Repairs must not be apparent from a minimum distance of 25 feet.

3.06 CURING AND PROTECTION

A. Comply with requirements of ACI 308R. 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 seven days.

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

3.07 FIELD QUALITY CONTROL

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

B. Submit proposed mix design of each class of concrete.

C. Testing and inspection shall follow GC B.7 requirements, including Owner's right to reject non-confirming work and charge Contractor for retesting.

3.08 DEFECTIVE CONCRETE

A. Defective Concrete: Concrete not complying with required lines, details, dimensions, tolerances or specified requirements.

B. Repair or replacement of defective concrete will be determined by the Owner. The cost of additional testing shall be borne by Contractor when defective concrete is identified.

2025.0018.000 Concrete Polished Floors

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SECTION 033512

CONCRETE POLISHED FLOORS

PART 1 - GENERAL

1.01 SUMMARY

A. Section Includes: Products and procedures for bonded abrasive polishing concrete floors using multi-step wet/dry mechanical process, and accessories indicated, specified, or required to complete polishing.

1.02 DEFINITIONS

A. Terminology: As defined by CPAA.

B. Polished Concrete: The act of changing a concrete floor surface, with or without aggregate exposure, to achieve a specified level of gloss.

C. Bonded Abrasive Polished Concrete: The multi-step operation of mechanically grinding, honing, polishing of a concrete floor surface with bonded abrasives to cut a concrete floor surface and to refine each cut to the maximum potential to achieve a specified level of finished gloss as defined by the CPAA. This yields the most durable finish and requires the least amount of maintenance.

1.03 SUBMITTALS

A. Product Data: Manufacturer’s technical literature for each product indicated, specified, or required. Include manufacturer's technical data, application instructions, and recommendations.

1. Submittal procedures shall comply with SGC-3 (RFI and submittal requirements).

Submittals that request changes to contract price, schedule, means/methods, or substitutions will be rejected per SGC-3(c).

B. Installer Qualifications: Data for company, principal personnel, experience, and training specified in PART 1 “Quality Assurance” Article.

C. Field Quality Control - Dynamic Coefficient of Friction Test Reports: Reports of testing specified in PART 3 “Field Quality Control” Article.

D. Field Quality Control - Static Coefficient of friction test reports: report of testing specified in Part 3 “Field Quality Control” article.

E. Maintenance Data: For inclusion in maintenance manual required by Division 01.

1. Include instructions for maintenance of installed work, including methods and frequency recommended for maintaining optimum condition under anticipated use.

2. Include precautions against cleaning products and methods which may be detrimental to finishes and performance.

1.04 QUALITY ASSURANCE

A. Polisher Qualifications:

1. Experience: Company experienced in performing specified work similar in design, products, and extent to scope of this Project; with a record of successful in-service performance; and with sufficient production capability, facilities, and personnel to produce specified work.

2. Supervision: Maintain competent supervisor who is at Project during times specified work is in progress, and is currently certified as Craftsman - Level I or higher by CPAA.

3. Manufacturer Qualification: Approved by manufacturer to apply liquid applied products.

B. Walkway Auditor: Certified by CPAA or NFSI to test bonded abrasive polished concrete floors for dynamic and static coefficient of friction according to ANSI B101.1 and B101.3.

C. Coefficient of Friction: Achieve following coefficient of friction by field quality control testing in accordance to the following standards:

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1. ANSI B101.1 Static Coefficient of Friction - Achieve a minimum of .42 for level floor surfaces.

2. ANSI B101.3 Dynamic Coefficient of Friction - Achieve a minimum of .35 for level floor surfaces.

D. Field Mock-up: Before performing work of this Section, provide following field mock-up to verify selections made under submittals and to demonstrate aesthetic effects of polishing. Approval does not constitute approval of deviations from Contract Documents, unless Owner specifically approves deviations in writing.

1. Mock-up shall be representative of work to be expected.

2. Perform grinding, honing, and polishing work as scheduled for Project using same personnel as will perform work for Project.

3. Approval is for following aesthetic qualities:

a. Compliance with approved submittals.

b. Compliance with specified aggregate exposure.

c. Compliance with specified finished gloss level.

4. Obtain Architect’s approval before starting work on Project.

5. Protect and maintain approved field mock-ups during construction in an undisturbed condition as a standard for judging completed work.

1.05 FIELD CONDITIONS

A. Damage and Stain Prevention: Take precautions to prevent damage and staining of concrete surfaces to be polished.

1. Prohibit use of markers, spray paint, and soapstone.

2. Prohibit improper application of liquid membrane film forming curing compounds.

3. Prohibit vehicle parking over concrete surfaces.

4. Prohibit pipe-cutting operations over concrete surfaces.

5. Prohibit storage of any items over concrete surfaces for not less than 28 days after concrete placement.

6. Prohibit ferrous metals storage over concrete surfaces.

7. Protect from petroleum, oil, hydraulic fluid, or other liquid dripping from equipment working over concrete surfaces.

8. Protect from acids and acidic detergents contacting concrete surfaces.

9. Protect from painting activities over concrete surfaces.

B. Environmental Limitations: Comply with manufacturer's written instructions for substrate temperature, ambient temperature, moisture, ventilation, and other conditions affecting liquid applied product application.

C. Contractor remains responsible for protecting work under General Conditions B.3 and F.2, including safety and prison-site requirements under SGC-12 where applicable.

PART 2 - PRODUCTS

2.01 LIQUID APPLIED PRODUCTS

A. Cleaner: non-corrosive cleaning agent for highly finished or polished concrete surfaces.

Produced with colloidal silica that is used to bond with other products in the same family.

B. Basis of Design: Lythic Cleaner - TIS or an approved equal.

C. Liquid Densifier: An Aqueous solution of Silicon Dioxide dissolved in one of the following

Hydroxides that penetrates into the concrete surface and reacts with the Calcium Hydroxide to provide a permanent chemical reaction that hardens and densifies the wear surface of the cementitious portion of the concrete. All of the following have the same chemistry varying only by the alkali used for solubility of the Silicon Dioxide : Sodium Silicate, Potassium Silicate, Lithium Silicate, and Alkalis solution of Colloidal Silicates or Silica.

1. Basis of Design: Lythic Densifier, manufactured by Lythic Solution Inc., or an approved equal.

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D. Sealer - Semi Impregnating Stain Protection: A film forming material which will penetrate into the polished and densified concrete leaving a protective surface film of less than .05 mils which meets the OSHA requirements for slip resistance as tested by ASTM D 2047 and stain resistance of ASTM D 1308.

1. Basis of Design: Lythic SPD Protector or an approved equal.

2.02 ACCESSORIES

A. A. Repair Material: A product that is designed to repair cracks and surface imperfections. The specified material must have sufficient bonding capabilities to adhere after the polishing to the concrete surface and provide abrasion resistance equal to or greater than the surrounding concrete substrate.

1. Product: Self-leveling, 100% solids, flexible, two component, rapid curing polyuria joint filler. Designed for 10-15% movement.

2. Manufacturer:

a. VersaFlex Incorporated: SL/75 Joint Filler B. Grout Material: A thin mortar used for filling spaces. Acceptable products shall be:

1. Epoxy, urethane, poluyrea, or polyaspartic resins.

2. Latex or acrylic binders mixed with cement dust from previous grinding steps.

3. Silicate binders mixed with cement dust from previous grinding steps.

C. Protective Cover: Non-woven, puncture and tear resistant, polypropylene fibers laminated with a multi-ply, textured membrane, not less than 18 mils in thickness.

2.03 POLISHING EQUIPMENT

A. Field Grinding and Polishing Equipment:

1. A multiple head, counter rotating, walk behind or ride on machine, of various size and weights, with diamond tooling affixed to the head for the purpose of grinding concrete.

Excludes janitorial maintenance equipment.

2. If dry grinding, honing, or polishing, use dust extraction equipment with flow rate suitable for dust generated, with squeegee attachments.

3. If wet grinding, honing, or polishing, use slurry extraction equipment suitable for slurry removal and containment prior to proper disposal.

B. Edge Grinding and Polishing Equipment: Hand-held or walk-behind machines which produces same results, without noticeable differences, as field grinding and polishing equipment.

C. Burnishing Equipment: High speed walk-behind or ride-on machines capable of generating 1000 to 2000 revolutions per minute and with sufficient head pressure of not less than 20 pounds to raise floor temperature by 20 degrees F.

D. Diamond Tooling: Abrasive tools that contain industrial grade diamonds within a bonded matrix (such as metallic, resinous, ceramic, etc) that are attached to rotating heads to refine the concrete substrate.

1. Bonded Abrasive: Abrasive medium that is held within a bonding that erodes away to expose new abrasive medium as it is used.

2. Metal Bond Tooling: Diamond tooling that contains industrial grade diamonds with a metallic bonded matrix that is attached to rotating heads to refine the concrete substrate.

These tools are available in levels of soft, medium, and hard metallic matrices that are matched with contrasting concrete substrates (i.e. hard matrix/soft concrete, medium matrix/medium concrete, soft matrix/hard concrete) and are typically used in the grinding and early honing stages of the polishing process.

3. Resin Bond Tooling: Diamond tooling that contains industrial grade diamonds within a resinous bonded matrix (poly-phenolic, ester-phenolic, thermoplastic-phenolic) that is attached to rotating heads to refine the concrete substrate. Resin bond tooling does not have the soft/medium/hard characteristics of metal bond tooling and are typically used for the later honing and polishing stages of the polishing process.

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4. Hybrid Tooling: Diamond tooling that combines metal bond and resin bond that has the characteristics of both types of tooling. These types of tools are typically used as either transitional tooling from metal bond tools to resin bond tools or as a first cut tool on smooth concrete surfaces.

5. Transitional Tooling: Diamond tooling that is used to refine the scratch pattern of metal bond tooling prior to the application of resin bond tooling in an effort to extend the life of resin bond tooling and to create a better foundation for the polishing process.

6. Abrasive Pad: An abrasive pad, resembling a typical floor maintenance burnishing pad, that has the capability of refining the concrete surface on a microscopic level that may or may not contain industrial grade diamonds. These pads are typically used for the maintenance and/or restoration of previously installed polished concrete flooring.

PART 3 - EXECUTION

3.01 EXAMINATION

A. Acceptance of Surfaces and Conditions:

B. Proceed only when unsatisfactory conditions have been corrected in a manner complying with

Contract Documents.

3.02 PREPARATION

A. Cleaning New Concrete Surfaces:

1. Prepare and clean concrete surfaces.

2. Provide sound concrete surfaces free of laitance, glaze, efflorescence, curing compounds, form-release agents, dust, dirt, grease, oil, paint splatter, and other contaminants incompatible with liquid applied products and polishing.

3.03 VAPOR TESTING CONCRETE FLOORS

A. Alkalinity:

1. Test Method: Measure pH according to method indicated in ASTM F 710.

2. Acceptable Results: pH between 8 and 10.

B. Moisture Vapor Transmission Rate:

1. Test Method: Perform anhydrous calcium chloride test according to ASTM F 1869.

2. Acceptable Results: Not more than 5 pounds per 1000 square feet in 24 hours.

C. Relative Humidity:

1. Test Method: Perform relative humidity test using in situ probes according to ASTM F

2170.

2. Acceptable Results: Not more than 75 percent.

3.04 POLISHING CONCRETE FLOORS

A. Perform all polishing procedures to ensure a consistent appearance from wall to wall.

B. Initial Grinding:

1. Use grinding equipment with metal or semi-metal bonded tooling.

2. Begin grinding in one direction using sufficient size equipment and diamond tooling to meet specified aggregate exposure class.

3. Make sequential passes with each pass perpendicular to previous pass using finer grit tool with each pass, up to 100 grit metal bonded tooling.

4. Achieve maximum refinement with each pass before proceeding to finer grit tools.

5. Clean floor thoroughly after each pass using dust extraction equipment properly fitted with squeegee attachment or walk behind auto scrubber suitable to remove all visible loose debris and dust.

6. Continue grinding until aggregate exposure matches approved field mock-ups.

C. Treating Surface Imperfections:

1. Mix patching compound or grout material with dust created by grinding operations, manufacturer’s tint, or sand to match color of adjacent concrete surfaces.

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2. Fill surface imperfections including, but not limited to, holes, surface damage, small and micro cracks, air holes, pop-outs, and voids with grout to eliminate micro pitting in finished work.

3. Work compound and treatment until color differences between concrete surface and filled surface imperfections are not reasonably noticeable when viewed from 10 feet away under lighting conditions that will be present after construction.

D. Liquid Densifier Application: Apply undiluted to point of rejection, remove excess liquid, and allow curing according to manufacturers instructions.

E. Grout Grinding:

1. Use grinding equipment and appropriate grit and bond diamond tooling.

2. Apply grout, forced into the pore structure of the concrete substrate, to fill surface imperfections.

3. Clean floor thoroughly after each pass using dust extraction equipment properly fitted with squeegee attachment or walk behind auto scrubber suitable to remove all visible loose debris and dust.

F. Honing:

1. Use grinding equipment with hybrid or resin bonded tooling.

2. Hone concrete in one direction starting with a 100 grit tooling and make as many sequential passes as required to remove scratches, each pass perpendicular to previous pass, up to 400 grit tooling reaching maximum refinement with each pass before proceeding to finer grit tooling.

3. Clean floor thoroughly after each pass using dust extraction equipment properly fitted with squeegee attachment or walk behind auto scrubber suitable to remove all visible loose debris and dust.

G. Polishing:

1. Use polishing equipment with resin-bonded tooling.

2. Begin polishing in one direction starting with 800 grit tooling.

3. Make sequential passes with each pass perpendicular to previous pass using finer grit tooling with each pass until the specified level of gloss has been achieved.

4. Achieve maximum refinement with each pass before proceeding to finer grit pads.

5. Clean floor thoroughly after each pass using dust extraction equipment properly fitted with squeegee attachment or walk behind auto scrubber suitable to remove all visible loose debris and dust.

6. Stain Protection: Uniformly apply and remove excessive liquid according to manufacturer’s instructions. Final film thickness should be less than .05 mils after cure.

7. Final Polish: Using burnishing equipment and finest grit abrasive pads, burnish to uniform reflective sheen matching approved field mock-up.

H. Final Polished Concrete Floor Finish:

1. Aggregate Exposure Class B - Fine / Sand Aggregate Finish: Remove not more than 1/16 inch of concrete surface by grinding and polishing resulting in majority of exposure displaying fine aggregate with no, or small amount of, medium aggregate at random locations.

I. Finished Gloss:

1. Level 3 - Polished Gloss Appearance

3.05 CLOSEOUT ACTIVITIES

A. Maintenance Training: CPAA Craftsman shall train Owner's designated personnel in proper procedures for maintaining polished concrete floor.

B. Training materials shall be included in Record Documents per SGC-16, and warranties shall comply with SGC-13.

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3.06 PROTECTION

A. Covering: After completion of polishing, protect polished floors from subsequent construction activities with protective covering.

B. Protection responsibilities shall follow General Conditions F.2 and SGC-12. Damage occurring after polishing shall be repaired at Contractor’s expense.

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SECTION 042000

UNIT MASONRY

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Concrete block.

B. Mortar and grout.

C. Reinforcement and anchorage.

D. Accessories.

1.02 REFERENCE STANDARDS

A. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for

Concrete Reinforcement; 2016.

B. ASTM C90 - Standard Specification for Loadbearing Concrete Masonry Units; 2016a.

C. ASTM C91/C91M - Standard Specification for Masonry Cement; 2012.

D. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar; 2017.

E. ASTM C150/C150M - Standard Specification for Portland Cement; 2018.

F. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes; 2006

(Reapproved 2011).

G. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2014a.

H. ASTM C404 - Standard Specification for Aggregates for Masonry Grout; 2011.

I. ASTM C476 - Standard Specification for Grout for Masonry; 2018.

J. ASTM C780 - Standard Test Method for Preconstruction and Construction Evaluation of

Mortars for Plain and Reinforced Unit Masonry; 2017.

K. TMS 402/602 - Building Code Requirements and Specification for Masonry Structures; 2016.

1.03 SUBMITTALS

A. See Section 013000 - Administrative Requirements for submittal procedures.

B. Product Data: Provide data for masonry units.

C. Manufacturer's Certificate: Certify that masonry units meet or exceed specified requirements.

1.04 QUALITY ASSURANCE

A. Comply with provisions of TMS 402/602, except where exceeded by requirements of Contract

Documents.

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

C. Installer Qualifications: Company specializing in performing work of the type specified and with at least three years of documented experience.

PART 2 PRODUCTS

2.01 CONCRETE MASONRY UNITS

A. Concrete Block: Comply with referenced standards and as follows:

1. Size: Standard units with nominal face dimensions of 16 by 8 inches and nominal depth of 8 inches.

2. Load-Bearing Units: ASTM C90, normal weight.

a. Hollow block.

b. Type 1 Block:

1) Color: Standard grey

2) Texture: Standard texture

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c. Manufacturers:

1) Willamette Greystone.

2) Substitutions: or approved equal.

2.02 MORTAR AND GROUT MATERIALS

A. Masonry Cement: ASTM C91/C91M, Type N.

B. Portland Cement: ASTM C150/C150M, Type I.

C. Hydrated Lime: ASTM C207, Type S.

D. Mortar Aggregate: ASTM C144.

E. Grout Aggregate: ASTM C404.

F. Water: Clean and potable.

2.03 REINFORCEMENT AND ANCHORAGE

A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi), deformed billet bars; uncoated.

2.04 ACCESSORIES

A. Cleaning Solution: Non-acidic, not harmful to masonry work or adjacent materials.

2.05 MORTAR AND GROUT MIXING

A. Mortar for Unit Masonry: ASTM C270, using the Proportion Specification.

1. Interior, loadbearing masonry: Type N.

B. Grout: ASTM C476; consistency required to fill completely volumes indicated for grouting; fine grout for spaces with smallest horizontal dimension of 2 inches or less; coarse grout for spaces with smallest horizontal dimension greater than 2 inches.

PART 3 EXECUTION

3.01 EXAMINATION

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

B. Verify that related items provided under other sections are properly sized and located.

C. Verify that built-in items are in proper location, and ready for roughing into masonry work.

3.02 PREPARATION

A. Direct and coordinate placement of metal anchors supplied for installation under other sections.

B. Provide temporary bracing during installation of masonry work. Maintain in place until building structure provides permanent bracing.

3.03 COLD AND HOT WEATHER REQUIREMENTS

A. Comply with requirements of TMS 402/602 or applicable building code, whichever is more stringent.

3.04 COURSING

A. Establish lines, levels, and coursing indicated. Protect from displacement.

B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness.

C. Concrete Masonry Units:

1. Bond: Running.

2. Coursing: One unit and one mortar joint to equal 8 inches.

3. Mortar Joints: Concave.

3.05 PLACING AND BONDING

A. Lay solid masonry units in full bed of mortar, with full head joints, uniformly jointed with other work.

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B. Lay hollow masonry units with face shell bedding on head and bed joints.

C. Buttering corners of joints or excessive furrowing of mortar joints is not permitted.

D. Remove excess mortar and mortar smears as work progresses.

E. Remove excess mortar with water repellent admixture promptly. Do not use acids, sandblasting or high pressure cleaning methods.

F. Interlock intersections and external corners.

G. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must be made, remove mortar and replace.

H. Perform job site cutting of masonry units with proper tools to provide straight, clean, unchipped edges. Prevent broken masonry unit corners or edges.

3.06 REINFORCEMENT AND ANCHORAGE - GENERAL

A. Embed longitudinal wires of joint reinforcement in mortar joint with at least 5/8 inch mortar cover on each side.

B. Lap joint reinforcement ends minimum 6 inches.

C. Reinforce joint corners and intersections with strap anchors 16 inches on center.

D. Fasten anchors to structural framing and embed in masonry joints as masonry is laid. Unless otherwise indicated on drawings or closer spacing is indicated under specific wall type, space anchors at maximum of 36 inches horizontally and 24 inches vertically.

3.07 GROUTED COMPONENTS

A. Lap splices minimum 24 bar diameters.

B. Support and secure reinforcing bars from displacement. Maintain position within 1/2 inch of dimensioned position.

C. Place and consolidate grout fill without displacing reinforcing.

3.08 TOLERANCES

A. Maximum Variation From Unit to Adjacent Unit: 1/16 inch.

B. Maximum Variation from Plane of Wall: 1/4 inch in 10 ft and 1/2 inch in 20 ft or more.

C. Maximum Variation from Plumb: 1/4 inch per story non-cumulative; 1/2 inch in two stories or more.

D. Maximum Variation from Level Coursing: 1/8 inch in 3 ft and 1/4 inch in 10 ft; 1/2 inch in 30 ft.

E. Maximum Variation of Mortar Joint Thickness: Head joint, minus 1/4 inch, plus 3/8 inch.

F. Maximum Variation from Cross Sectional Thickness of Walls: 1/4 inch.

3.09 FIELD QUALITY CONTROL

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

014000 - Quality Requirements.

B. Mortar Tests: Test mortar in accordance with ASTM C780, testing with same frequency as masonry samples.

3.10 CLEANING

A. Remove excess mortar and mortar droppings.

B. Replace defective mortar. Match adjacent work.

C. Clean soiled surfaces with cleaning solution.

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3.11 PROTECTION

A. Without damaging completed work, provide protective boards at exposed external corners that are subject to damage by construction activities.

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SECTION 061000

ROUGH CARPENTRY

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Sheathing.

B. Fire retardant treated wood materials.

C. Miscellaneous framing and sheathing.

D. Concealed wood blocking, nailers, and supports.

E. Miscellaneous wood nailers, furring, and grounds.

1.02 REFERENCE STANDARDS

A. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel

Hardware; 2016a.

B. ASTM C557 - Standard Specification for Adhesives for Fastening Gypsum Wallboard to Wood

Framing; 2003 (Reapproved 2017).

C. ASTM D3498 - Standard Specification for Adhesives for Field-Gluing Wood Structural Panels

(Plywood or Oriented Strand Board) to Wood Based Floor System Framing; 2019a.

D. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;

2018.

E. AWPA U1 - Use Category System: User Specification for Treated Wood; 2017.

F. PS 20 - American Softwood Lumber Standard; 2015.

1.03 SUBMITTALS

A. Submittals shall comply with SGC-3 requirements for RFIs and submittal procedures.

Submittals requesting modifications to Contract Time, Contract Price, substitutions, or means/methods approval will be returned without action.

1.04 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, and installation.

1.05 WARRANTY

A. Closeout Submittals for additional warranty requirements.

B. Warranty work shall comply with SGC-13 Warranty Work, including the requirement to repair, replace, and correct defective work at Contractor’s expense. The minimum warranty period is one year or longer where required by SGC-13.

PART 2 PRODUCTS

2.01 GENERAL REQUIREMENTS

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

1. Species: Douglas Fir-Larch, unless otherwise indicated.

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

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

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2.02 DIMENSION LUMBER

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

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

2. Boards: Standard or No. 3.

2.03 CONSTRUCTION PANELS

A. Wall Sheathing: 15/32 Plywood wall sheathing APA rated 24/0 Expsoure 1.

2.04 ACCESSORIES

A. Fasteners and Anchors:

1. Metal and Finish: Hot-dipped galvanized steel complying with ASTM A153/A153M 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. Interior Type A: AWPA U1, Use Category UCFA, Commodity Specification H, low temperature (low hygroscopic) type, chemically treated and pressure impregnated;

capable of providing a maximum flame spread index of 25 when tested in accordance with ASTM E84, 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 and 15 percent for plywood.

b. Treat rough carpentry items as indicated .

c. Do not use treated wood in applications exposed to weather or where the wood may become wet.

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.

1. Acceptable only if consistent with safety requirements under SGC-12; Owner may reject scrap reuse that poses safety/security risks.

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 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.

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

D. Provide the following specific nonstructural framing and blocking:

1. Cabinets and shelf supports.

2. Wall brackets.

3. Wall-mounted door stops.

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E. Locations of concealed blocking shall be included in Record Documents per SGC-16.

3.03 INSTALLATION OF CONSTRUCTION PANELS

A. Wall Sheathing: Secure with long dimension perpendicular to wall studs, with ends over firm bearing and staggered, using nails or screws. Staples not permitted.

3.04 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.

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SECTION 064100

ARCHITECTURAL WOOD CASEWORK

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Fabricated cabinet units B. Hardware.

C. Factory finishing.

1.02 RELATED REQUIREMENTS

A. Section 061000 - Rough Carpentry: Support framing, grounds, and concealed blocking.

B. Section 123600 - Countertops.

1.03 REFERENCE STANDARDS

A. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014, with Errata (2016).

B. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version 3.1;

2016, with Errata (2017).

C. BHMA A156.9 - American National Standard for Cabinet Hardware; 2015.

D. NEMA LD 3 - High-Pressure Decorative Laminates; 2005.

1.04 SUBMITTALS

A. Administrative requirements for submittal procedures.

1. Submittals shall comply with SGC-3; submittals requesting changes to Contract Time, Contract Price, substitutions, or approval of means/methods will be returned without action.

B. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, and accessories.

1. Scale of Drawings: 1-1/2 inch to 1 foot, minimum.

C. Product Data: Provide data for hardware accessories.

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

1.05 QUALITY ASSURANCE

A. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum five years of documented experience.

1. Company with at least one project in the past 5 years with value of woodwork within 20 percent of cost of woodwork for this Project.

2. Accredited participant in the specified certification program prior to the commencement of fabrication and throughout the duration of the project.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Protect units from moisture damage.

PART 2 PRODUCTS

2.01 CABINETS

A. Quality Grade: Unless otherwise indicated provide products of quality specified by AWI//AWMAC/WI (AWS) for Custom Grade.

B. Face Frame and Door Frame: Solid Wood C. Cabinets: Plastic Laminate

1. Finish - Exposed Exterior Surfaces: Decorative laminate.

2. Finish - Exposed Interior Surfaces: Decorative laminate.

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3. Finish - Concealed Surfaces: Melamine.

4. Door and Drawer Front Retention Profiles: Removable stop.

5. Casework Construction Type: Type A - Frameless.

6. Grained Face Layout for Cabinet and Door Fronts: Flush panel.

a. Custom Grade: Doors, drawer fronts and false fronts wood grain to run and match vertically within each cabinet unit.

7. Cabinet Design Series: As indicated on drawings.

8. Case Materials: plywood

9. Shelves: melamine finish

10. Drawer Materials: Melamine

11. Drawer Bottom: Melamine

12. Drawer Construction: Butt Joint with Captive Bottom

13. Drawer Glides: Full Extension Ball Bearing Side Mount with 100 lb rating

14. Cabinet Doors and Drawer Fronts: Flush style.

15. Drawer Construction Technique: Dovetail joints.

2.02 WOOD-BASED COMPONENTS

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

2.03 LAMINATE MATERIALS

A. Manufacturers:

1. Formica Corporation: www.formica.com/#sle.

2. Wilsonart LLC: www.wilsonart.com/#sle.

3. Substitutions: or approved equal.

B. High Pressure Decorative Laminate (HPDL): NEMA LD 3, types as recommended for specific applications.

2.04 COUNTERTOPS

A. Countertops: See Section 123600.

2.05 ACCESSORIES

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

B. Plastic Edge Banding: 3MM Extruded PVC, convex shaped; smooth finish; self locking serrated tongue; of width to match component thickness.

1. Color: As selected by Owner from manufacturer's standard range.

2. Use at all exposed plywood edges.

3. Use at all exposed shelf edges.

4. Wood Tape is not acceptable.

C. Fasteners: Size and type to suit application.

D. 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.

E. Concealed Joint Fasteners: Threaded steel.

2.06 HARDWARE

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

B. Adjustable Shelf Supports: Standard side-mounted system using recessed metal shelf standards or multiple holes for pin supports and coordinated self rests, polished chrome finish, for nominal 1 inch spacing adjustments.

C. Drawer and Door Pulls: "U" shaped wire pull, steel with chrome finish, 4 inch centers.

D. Catches: Touch type.

E. Drawer Slides:

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1. Type: Full extension. with ball bearing side mount with 100 lb rating.

2. Static Load Capacity: Commercial grade.

3. Mounting: Side mounted.

4. Stops: Integral type.

5. Features: Provide self closing/stay closed type.

6. Manufacturers:

a. Grass America Inc: www.grassusa.com/#sle.

b. Substitutions: Or approved equal.

F. Hinges: European style concealed self-closing type, steel with polished finish.

1. Manufacturers:

a. Grass America Inc: www.grassusa.com/#sle.

b. Substitutions: Or approved equal.

2.07 FABRICATION

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

B. Fitting: When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide matching trim for scribing and site cutting.

C. Plastic Laminate: Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Fit corners and joints hairline; secure with concealed fasteners. Slightly bevel arises. Locate counter butt joints minimum 2 feet from sink cut-outs.

1. Apply laminate backing sheet to reverse side of plastic laminate finished surfaces.

D. Mechanically fasten back splash to countertops as recommended by laminate manufacturer at 16 inches on center.

2.08 SHOP FINISHING

A. Sand work…