RFP Attachment J01a Lower Brule Pharm USP - Specifications.pdf

2 West 1st Street, Suite 201, Duluth, Minnesota 55802 tel (218) 727-2626 fax (218) 722-7467 dsgw.com DULUTH I TWIN CITIES I VIRGINIA | EAST GRAND FORKS

DSGW is an Equal Opportunity Employer

Specifications

LOWER BRULE

PHARMACY USP

COMPLIANCE

Lower Brule, SD

Project #

023016.02

April 29th, 2024

23016.03 – Lower Brule Pharmacy USP PROJECT MANUAL TITLE Compliance 00 01 01 - 1 AND REGISTRATION SHEET

SECTION 00 01 01

PROJECT MANUAL TITLE AND REGISTRATION SHEET

LOWER BRULE PHARMACY USP COMPLIANCE

LOWER BRULE, SOUTH DAKOTA

DATE: April 29th, 2024

PROJECT NO.: 23016.10

ARCHITECT

DSGW Architects, Inc.

2 West 1st Street, Suite 201 Duluth, MN 55802

(218) 727-2626 phone

MECH/ELECT. ENGINEER

EDI-Dolejs Consulting Engineers 1112 North 5th Street Minneapolis, MN 55411

(612) 343-5965 phone

I hereby certify that these Drawings and Specifications were prepared by me or under direct supervision and that I am a duly registered Architect under the laws of the State of South Dakota.

Ryan Turner Reg. No. 14817

© DSGW. All rights reserved.

The architectural works depicted herein are the sole property of DSGW and may not be constructed or used without its express written permission. No permission to modify or reproduce any of these architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the building depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due DSGW and, in the absence of any written agreement to the contrary, is limited to a one-time use on the site indicated on these plans.

END OF SECTION

23016.03 – Lower Brule Pharmacy USP Compliance

00 01 10 - 1 TABLE OF CONTENTS

SECTION 00 01 10

TABLE OF CONTENTS

LOWER BRULE PHARMACY USP COMPLIANCE

LOWER BRULE, SOUTH DAKOTA

DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 01 - Project Title Page

00 01 10 - Table of Contents

00 01 15 - Schedule of Drawings

DIVISION 02 -- SITEWORK

02 41 00 - Demolition

DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

06 10 00 – Rough Carpentry

06 82 19 – Fiberglass Reinforced Wall Panels

DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

07 62 00 – Sheet Metal Flashing and Trim

07 84 00 - Firestopping

07 90 05 - Joint Sealers

DIVISION 08 -- OPENINGS

08 12 13 - Hollow Metal Frames

08 14 16 - Flush Wood Doors

08 71 00 - Door Hardware

08 80 00 – Glazing

DIVISION 09 -- FINISHES

09 21 16 - Gypsum Board Assemblies

09 51 00 - Acoustical Ceilings

09 65 00 - Resilient Flooring

09 90 00 - Painting and Coating

DIVISION 10 -- SPECIALTIES

10 14 23 - Interior Signage

10 22 13 – Wire Mesh Partitions

10 26 01 – Corner Guards

10 28 00 – Toilet Accessories

DIVISION 12 – FURNISHINGS

12 00 50 – Miscellaneous Furnishings

DIVISION 21 – FIRE SUPPRESSION

21 10 00 – Water-Based Fire Protection Systems

00 01 10 - 2 TABLE OF CONTENTS

DIVISION 22 -- PLUMBING

22 10 00 – General Provisions

22 05 00 – Common Work Results for Plumbing

22 05 23 – General-Duty Valves for Plumbing Piping

22 05 29 – Hangers and Supports for Plumbing Piping and Equipment

22 05 53 – Identification for Plumbing Piping and Equipment

22 07 00 – Plumbing Insulation

22 11 16 – Domestic Water Piping

22 11 19 – Domestic Water Piping Specialties

22 13 16 – Sanitary Waste and Vent Piping

22 13 19 – Sanitary Waste Piping Specialties

22 40 00 – Plumbing Fixtures

22 45 00 – Emergency Plumbing Fixtures

DIVISION 23 – HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

23 00 10 – General Provisions

23 05 00 – Common Work Results for HVAC

23 05 13 – Common Motor Requirements for HVAC Equipment

23 05 23 – General-Duty Valves for HVAC Piping

23 05 29 – Hangers and Supports for HVAC Piping and Equipment

23 05 48 – Vibration Controls for HVAC Piping and Equipment

23 05 53 – Identification for HVAC Piping and Equipment

23 05 93 – Testing, Adjusting, and Balancing for HVAC

23 07 00 – HVAC Insulation

23 08 00 – Commissioning of HVAC

23 09 93 – Sequence of Operations for HVAC Controls

23 21 13 – Hydronic Piping

23 31 10 – Louvers and Vents

23 31 13 – Metal Ducts

23 33 00 – Air Duct Accessories

23 34 23 – HVAC Power Ventilators

23 37 13 – Diffusers, Registers, and Grilles

23 81 46 – Water-Source Unitary Heat Pumps

23 82 16 – Air Coils

00 01 10 - 3 TABLE OF CONTENTS

DIVISION 26 – ELECTRICAL

26 00 10 – General Provisions for Electrical Work

26 00 90 – Electrical Demolition

26 01 00 – Construction Power and Lighting

26 04 45 – Electrical Connections to Equipment

26 05 00 – Common Work Results for Electrical

26 05 19 – Low-Voltage Electrical Power Conductors and Cables

26 05 23 – Control-Voltage Electrical Power Cables

26 05 29 – Hangers and Supports for Electrical Systems

26 05 33 – Raceways and Boxes for Electrical Systems

26 05 53 – Identification for Electrical Systems

26 07 00 - Communication Raceway

26 09 23 – Lighting Control Devices

26 27 26 – Wiring Devices

26 28 13 - Fuses

26 28 16 – Enclosed Switches and Circuit Breakers

26 29 13.03 – Manual and Magnetic Motor Controllers

26 29 23 – Variable Frequency Motor Controllers

26 51 19 - LED Interior Lighting

26 52 19 – Emergency and Exit Lighting

26 71 11 - Digital, Addressable Fire-Alarm System

DIVISION 27 -- COMMUNICATIONS

27 00 10 – General Provisions

27 01 00 – Operations, Maintenance & Warranty

27 05 00 – Common Work Results for Communications

27 05 28 – Pathways for Communications Systems

27 05 53 – Identification for Communications Systems

27 08 00 – Testing of Communications Systems

27 10 00 – Structured Cabling Requirements

27 11 19 – Termination Blocks & Patch Panels

27 15 13 – Copper Horizontal Cabling

27 15 43 - Faceplates & Connectors

27 16 19 - Patch Cords & Cross Connect Wire

23016.03 – Lower Brule Pharmacy USP Compliance 00 01 15 - 1 SCHEDULE OF DRAWINGS

SECTION 00 01 15

SCHEDULE OF DRAWINGS

LOWER BRULE PHARMACY USP COMPLIANCE

LOWER BRULE, SOUTH DAKOTA

SHEET TITLE

G0.0 Title Sheet

ARCHITECTURAL

A1.2 Demo Plans A2.1 Floor Plans and Interior Elevations A3.1 Reflected Ceiling Plans A4.1 Schedule and Types

MECHANICAL

M0.1 Mechanical Title Sheet M1.1 Partial Floor Plan - Phase 1 & 2 - Fire Protection M2.1 Partial Underfloor Plan - Phase 1 - Plumbing M2.2 Partial Underfloor Plan - Phase 2 - Plumbing M2.3 Partial Floor Plan - Phase 1 - Plumbing M2.4 Partial Floor Plan - Phase 2 - Plumbing M3.1 Partial Floor Plan - Phase 1 - Piping M3.2 Partial Floor Plan - Phase 2 - Piping M4.1 Partial Floor Plan - Phase 1 - HVAC M4.2 Partial Basement Floor Plan - Phase 2 - HVAC M4.3 Partial Floor Plan - Phase 2 - HVAC M5.1 Mechanical Schedules M6.1 Mechanical Details

ELECTRICAL

E0.1 Electrical Title Sheet E1.0 Basement - Electrical Demolition E1.1 Partial Floor Plans - Demolition E2.1 Partial Floor Plans - Lighting E3.0 Basement - Power E3.1 Partial Floor Plans - Power E4.1 Partial Floor Plans - Systems E6.1 Schedules - Electrical E6.2 Schedules - Electrical E7.1 Details - Electrical

02 41 00 - 1 DEMOLITION

SECTION 02 41 00

DEMOLITION

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Selective demolition of building elements for alteration purposes.

1.02 REFERENCE STANDARDS

A. 29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition.

B. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations;

2013.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 SCOPE

A. Remove portions of existing buildings in the following sequence:

1. Perform demolition as required by the construction sequence.

B. Remove other items indicated, for salvage, relocation, and recycling.

3.02 GENERAL PROCEDURES AND PROJECT CONDITIONS

A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public.

1. Obtain required permits.

2. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures.

3. Provide, erect, and maintain temporary barriers and security devices.

4. Use physical barriers to prevent access to areas that could be hazardous to workers or the public.

5. Conduct operations to minimize effects on and interference with adjacent structures and occupants.

6. Do not close or obstruct roadways or sidewalks without permit.

7. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations.

8. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property.

B. Do not begin removal until receipt of notification to proceed from Owner.

C. Do not begin removal until built elements to be salvaged or relocated have been removed.

D. Protect existing structures and other elements that are not to be removed.

1. Provide bracing and shoring.

2. Prevent movement or settlement of adjacent structures.

3. Stop work immediately if adjacent structures appear to be in danger.

E. Minimize production of dust due to demolition operations; do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution.

F. If hazardous materials are discovered during removal operations, stop work and notify Architect and Owner; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury.

3.03 EXISTING UTILITIES

A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits.

02 41 00 - 2 DEMOLITION

B. Protect existing utilities to remain from damage.

C. Do not disrupt public utilities without permit from authority having jurisdiction.

D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to Owner.

E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to Owner.

F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary.

G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities.

H. Prepare building demolition areas by disconnecting and capping utilities outside the demolition zone; identify and mark utilities to be subsequently reconnected, in same manner as other utilities to remain.

3.04 SELECTIVE DEMOLITION FOR ALTERATIONS

A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only.

1. Verify that construction and utility arrangements are as shown.

2. Report discrepancies to Architect before disturbing existing installation.

3. Beginning of demolition work constitutes acceptance of existing conditions that would be apparent upon examination prior to starting demolition.

B. Separate areas in which demolition is being conducted from other areas that are still occupied.

1. Provide, erect, and maintain temporary dustproof partitions of steel stud construction and polyethylene covering.

C. Remove existing work as indicated and as required to accomplish new work.

1. Remove items indicated on drawings.

D. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and Telecommunications): Remove existing systems and equipment as indicated.

1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components.

2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service.

3. Verify that abandoned services serve only abandoned facilities before removal.

4. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification.

E. Protect existing work to remain.

1. Prevent movement of structure; provide shoring and bracing if necessary.

2. Perform cutting to accomplish removals neatly and as specified for cutting new work.

3. Repair adjacent construction and finishes damaged during removal work.

4. Patch as specified for patching new work.

3.05 DEBRIS AND WASTE REMOVAL

A. Remove debris, junk, and trash from site.

B. Leave site in clean condition, ready for subsequent work.

C. Clean up spillage and wind-blown debris from public and private lands.

23016.03 – Lower Brule Pharmacy USP Compliance

06 10 00 - 1 ROUGH CARPENTRY

SECTION 06 10 00

ROUGH CARPENTRY

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Preservative treated wood materials.

B. Miscellaneous framing and sheathing.

C. Communications and electrical room mounting boards.

D. Wood nailers and curbs for roofing and items installed on roof.

E. Concealed wood blocking for support of wall mounted accessories, etc.

1.02 RELATED REQUIREMENTS

A. Section 07 62 00 - Sheet Metal Flashing and Trim: Sill flashings.

1.03 REFERENCE STANDARDS

A. AFPA (WFCM) - Wood Frame Construction Manual for One- and Two-Family Dwellings;

American Forest and Paper Association; 2012.

B. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2009.

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

2015a.

D. AWPA U1 - Use Category System: User Specification for Treated Wood; 2012.

E. PS 1 - Structural Plywood; 2009.

F. PS 2 - Performance Standard for Wood-Based Structural-Use Panels; 2010.

G. PS 20 - American Softwood Lumber Standard; 2010.

H. WWPA G-5 - Western Lumber Grading Rules; 2011.

I. International Building Code and the State of Minnesota Building Code.

1.04 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

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

1.05 QUALITY ASSURANCE

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

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.

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. Utilize rough carpentry conventional practices/materials as applicable.

http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20A153/A153M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E84 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=AWPA%20U1 http://ts.nist.gov/ts/htdocs/210/sccg/vps.htm http://ts.nist.gov/ts/htdocs/210/sccg/vps.htm http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=PS%2020 http://www.wwpa.org/ http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=PS%2020

06 10 00 - 2 ROUGH CARPENTRY

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.

D. Dimensional Lumber for framing (2x4 and 2x6 as needed/required):

1. Species: Spruce, Pine, Fir.

2. Grade: No. 2 or better, with minimum design values as shown on drawings.

E. Dimensional Lumber (2x8, 2x10, 2x12 as needed / required):

1. Species: Douglas Fir or Southern Yellow Pine

2. Grade: No. 2, with minimum design values as shown on drawings.

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

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

2. Boards: Standard or No. 3.

2.03 EXPOSED DIMENSION LUMBER

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

B. Sizes: Nominal sizes as indicated on drawings.

C. Surfacing: S4S.

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

E. Moisture Content: S-dry or MC19.

2.04 EXPOSED BOARDS

A. Submit manufacturer's certificate that products meet or exceed specified requirements, in lieu of grade stamping.

B. Fascia boards: N/A

1. Moisture Content: Kiln-dry (15 percent maximum).

2. Surfacing: S4S.

3. Species: Western Cedar.

4. Grade: B or Better.

2.05 CONSTRUCTION PANELS

A. Subfloor/Underlayment Combination: Any PS 2 type, rated Single Floor.

1. Bond Classification: Exterior.

2. Span Rating: 48.

3. Performance Category: 1-1/8 PERF CAT.

4. Thickness: 3/4 inches, nominal.

B. Plywood Wall and Roof Sheathing: PS 1, Grade C-D, Exposure I, thickness as shown on drawings. At the Contractors option Oriented Strand Board of similar thickness and rating as the plywood sheathing may be used in lieu of plywood sheathing.

C. Communications and Electrical Room Mounting Boards: PS 1 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 E84.

D. Other Applications:

1. Other Locations: PS 1, C-D Plugged or better.

2.06 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.

B. Subfloor Glue: Waterproof, air cure type, cartridge dispensed.

http://ts.nist.gov/ts/htdocs/210/sccg/vps.htm http://ts.nist.gov/ts/htdocs/210/sccg/vps.htm https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E84 http://ts.nist.gov/ts/htdocs/210/sccg/vps.htm

06 10 00 - 3 ROUGH CARPENTRY

2.07 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. Preservative-Treated Wood: Provide lumber and plywood marked or stamped by an ALSC-accredited testing agency, certifying level and type of treatment in accordance with AWPA standards.

B. Fire Retardant Treatment: AWPA Treatment C27 for plywood, Interior Type A Low Temperature (low hygroscopic), chemical treatment pressure impregnated; capable of providing a maximum flame spread/smoke development rating of 25 or less / 25 or less. Provide Dricon manufactured by Hickson Corporation or approved equal.

C. Preservative Pressure Treatment of Lumber Above Grade: AWPA U1, Use Category UC3B, Commodity Specification A using waterborne preservative to 0.25 lb/cu ft retention.

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

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.

5. Preservative Pressure Treatment of Plywood Above Grade: AWPA U1, Use Category UC2 and UC3B, Commodity Specification F using waterborne preservative to 0.25 lb/cu ft retention.

a. Kiln dry plywood after treatment to maximum moisture content of 19 percent.

b. Treat plywood in contact with roofing, flashing, or waterproofing.

c. Treat plywood in contact with masonry or concrete.

d. Treat plywood less than 18 inches above grade.

D. Preservative Pressure Treatment of Lumber in Contact with Soil: AWPA U1, Use Category UC4A, Commodity Specification A using waterborne preservative to 0.4 lb/cu ft retention.

E. Preservative Pressure Treatment of Critical Structural Members in Contact with Soil: AWPA Use Category UC6A, Commodity Specification A (Treatment C2) using waterborne preservative to 0.6 lb/cu ft retention.

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.

3.03 INSTALLATION OF ACCESSORIES AND MISCELLANEOUS WOOD

A. All finished work shall be scribed and coped as required for an accurate fit and erected plumb, true square and in accordance with the drawings. Correlate location of nailers, blocking grounds and similar supports to allow proper attachment or other work. All work shall be secured in place with screws or nails as required. Countersink and fill all nail and screw heads exposed to view.

B. This Contractor shall furnish and install all nails, spikes, screws, bolts and other similar items of rough hardware required in the progress of his work and shall install all items of finish hardware furnished by others.

http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=AWPA%20U1 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=AWPA%20U1 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=AWPA%20U1 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=AWPA%20U1

06 10 00 - 4 ROUGH CARPENTRY

C. As finish hardware is delivered, this Contractor shall check all items against approved hardware listing and assume full responsibility for same until completion of building. They shall inspect the work of other trades which are to receive hardware and report in writing any defects found in same before installing. Installation of any hardware by this contractor shall imply their acceptance of the work of others.

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. Install adjacent boards without gaps.

06 82 13 - 1

FIBERGLASS REINFORCED WALL

PANELS

SECTION 06 82 13

FIBERGLASS REINFORCED WALL PANELS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Sanitary Wall Panels (FRP).

1.02 RELATED SECTIONS

A. Section 09 21 16 - Gypsum Board Assemblies.

1.03 REFERENCE STANDARDS

A. ASTM D256 - Standard Test Methods for Determining the Izod Pendulum Impact Resistance of Plastics 2010 (Reapproved 2018).

B. ASTM D5319 - Standard Specification for Glass-Fiber Reinforced Polyester Wall and Ceiling Panels 2017.

C. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials 2020.

D. FM 4880 - Approval Standard for Class 1 Fire Rating of Building Panels or Interior Finish Materials 2015.

1.04 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide manufacturer's literature and installation instructions.

C. Samples: Submit samples for color selection.

1.05 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with not less than three years of documented experience.

B. Installer Qualifications: Company specializing in performing the work of this section with minimum 3 years of experience.

1.06 PRE-INSTALLATION MEETING

A. Convene one week before starting work of this section.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Fiberglass Reinforced Plastic Panels: SMOOTH FINISH.

1. Crane Composites, Inc; www.cranecomposites.com/#sle.

2. Marlite, Inc; www.marlite.com/#sle.

3. Nudo Products, Inc; www.nudo.com/#sle.

4. Panolam Industries International, Inc; Panolam FRP: www.panolam.com/#sle.

5. Glasteel; www.glasteel.com

6. Substitutions: See Section 01 60 00 - Product Requirements.

2.02 MATERIALS

A. Sanitary Wall Panels shall be a fiberglass reinforced plastic panel with a Class A Surface Burning Characteristic as per ASTM E84.

B. Fiberglass reinforced plastic (FRP), complying with ASTM D5319.

C. Surface Burning Characteristics: Maximum flame spread index of 25 and smoke developed index of 450; when system tested in accordance with ASTM E84.

D. Wall Panels:

1. Panel Size: 4 by 8 feet (1.2 by 2.4 m).

2. Panel Thickness: 0.10 inch (2.5 mm).

3. Surface Design: Smooth.

4. Color: White.

5. Attachment Method: Adhesive only, sealant joints. PVC cap and base trim, and PVC inside and outside corner trim, and division bar trim.

06 82 13 - 2

FIBERGLASS REINFORCED WALL

PANELS

2.03 ACCESSORIES

A. Furnish edge trim that matches the panel color as required for a complete installation.

PART 3 EXECUTION

3.01 EXAMINATION

A. Examine surfaces to which panels will be applied to determine that corners are plumb and straight, surfaces are clean and smooth. Fasteners shall be countersunk, joints and cracks filled and smooth with the adjoining surface.

B. Do not begin installation until backup surfaces are put into satisfactory condition.

3.02 INSTALLATION

A. Install in accordance with manufacturer's instructions.

B. Do all cutting with carbide tipped saw blades or drill bits, or with snips.

C. Install panels with manufacturer's recommended gap at panel joints.

D. Install panels above specified wall base material- do not install wall base material over wall panel.

3.03 CLEANING

A. Clean any adhesive or excessive sealant from panel face using solvent or cleaner as recommended by the panel manufacturer.

07 62 00 - 1 SHEET METAL FLASHING AND

TRIM

SECTION 07 62 00

SHEET METAL FLASHING AND TRIM

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Fabricated sheet metal items, including coping, flashings, counterflashings.

B. Sealants for joints within sheet metal fabrications.

C. Reglets and accessories.

1.02 RELATED REQUIREMENTS

A. Section 06 10 00 – Rough Carpentry: Wood blocking for roof coping substrate profiles.

B. Section 07 90 05 - Joint Sealers.

1.03 REFERENCE STANDARDS

A. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc- Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015.

B. ASTM B32 - Standard Specification for Solder Metal; 2008 (Reapproved 2014).

C. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014.

D. ASTM D4586/D4586M - Standard Specification for Asphalt Roof Cement, Asbestos-Free; 2007 (Reapproved 2012).

E. SMACNA (ASMM) - Architectural Sheet Metal Manual; 2012.

1.04 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Meeting: Convene one week before starting work of this section.

1.05 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods, flashings, terminations, and installation details.

C. Samples: Submit samples illustrating metal finish color for selection by Architect.

1.06 QUALITY ASSURANCE

A. Perform work in accordance with SMACNA (ASMM) and CDA A4050 requirements and standard details, except as otherwise indicated.

B. Fabricator and Installer Qualifications: Company specializing in sheet metal work with 10 years of documented experience.

1.07 PRE-INSTALLATION CONFERENCE

A. Convene one week before starting work of this section.

1.08 DELIVERY, STORAGE, AND HANDLING

A. Stack material to prevent twisting, bending, and abrasion, and to provide ventilation. Slope metal sheets to ensure drainage.

B. Prevent contact with materials that could cause discoloration or staining.

PART 2 PRODUCTS

2.01 SHEET MATERIALS

A. Pre-Finished Galvanized Steel: ASTM A 653/A 653M, with G90/Z275 zinc coating; minimum inch thick base metal, shop pre-coated with Kynar 500 coating, color as selected by Architect from manufacturer’s standard colors.

https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20A653/A653M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B32 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20C920 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4586 https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=SMACNA%20ARCHITECTURAL%20MANU

07 62 00 - 2 SHEET METAL FLASHING AND

TRIM

B. Coping and other metals exposed to view shall be 24 gauge hot dipped galvanized steel, G-90 commercial quality, extra smooth primed and finished one side with 70% Kynar 500 Based Fluoropolymer Coating 1.0 +/- 0.1 mil total dryfilm thickness. A wash coat of .3 - .4 mil dryfilm thickness shall be applied to the reverse side. Metal sheet stock shall be as manufactured by one of the following or approved equal:

1. Berridge Manufacturing Company - Coil Stock

2. Peterson Aluminum Corp. PAC- CLAD;

3. Metal Sales Manufacturing Corp. - Coil Stock

4. Vincent Metals - Colorklad

5. AEP Span - Sheet Stock

6. Copper Sales, Inc. - UNA-CLAD

7. McElroy Metal, Inc. - Flat Stock

2.02 ACCESSORIES

A. Fasteners: Galvanized steel, with soft neoprene washers.

B. Primer: Zinc chromate type.

C. Sealant to be Concealed in Completed Work: Non-curing butyl sealant.

D. Sealant to be Exposed in Completed Work: 1; elastomeric sealant, 100 percent silicone with minimum movement capability of plus/minus 25 percent and recommended by manufacturer for substrates to be sealed; clear.

E. Sealant: Type specified in Section 07 90 05.

F. Plastic Cement: ASTM D4586, Type I.

G. Reglets: Surface mounted type, of Kynar colored metal.

H. Solder: 1; Sn50 (50/50) type.

2.03 FABRICATION

A. Form sections true to shape, accurate in size, square, and free from distortion or defects.

B. Fabricate cleats of same material as sheet, interlocking with sheet.

C. Form pieces in longest possible lengths, but not exceeding 10 feet.

D. Hem exposed edges on underside 1/2 inch; miter and seam corners.

E. Form material with flat lock seams, except where otherwise indicated. At moving joints, use sealed lapped, bayonet-type or interlocking hooked seams.

F. Fabricate corners from one piece with minimum 18 inch long legs; seam for rigidity, seal with sealant.

G. Fabricate vertical faces with bottom edge formed outward 1/4 inch (6 mm) and hemmed to form drip.

H. Fabricate flashings to allow toe to extend 2 inches over roofing gravel. Return and brake edges.

I. Fabricate copings to the size and shape as shown on drawings. No individual section of coping shall exceed ten feet in length. Copings shall be continuously held at their bottom edge with a keeper strip

J. Joints in coping shall be covered with a 6 inch wide cleat bent to the profile of the coping.

K. Metal counterflashing shall be the type of flashing locked in to the mortar joint by springlock action and tight to the wall at the bottom edge with Spring Action Contact fabricated to the size and configuration shown on drawings.

2.04 ACCESSORIES

A. Fasteners: Galvanized steel, with soft neoprene washers.

B. Primer: Zinc chromate type.

C. Concealed Sealants: Non-curing butyl sealant.

07 62 00 - 3 SHEET METAL FLASHING AND

TRIM

D. Exposed Sealants: ASTM C920; elastomeric sealant, with minimum movement capability as recommended by manufacturer for substrates to be sealed; color to match adjacent material.

E. Plastic Cement: ASTM D4586/D4586M, Type I.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, reglets in place, and nailing strips located.

B. Verify roofing termination and base flashings are in place, sealed, and secure.

3.02 INSTALLATION

A. Secure flashings in place using concealed fasteners. Use exposed fasteners only where permitted.

B. Apply plastic cement compound between metal flashings and felt flashings.

C. Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles.

D. Seal metal joints watertight.

E. Install sheet metal coping and other metal exposed to view as shown on drawings using recognized sheet metal practices as per the Sheet Metal and Air Conditioning Contractors National Association, Inc. - Architectural Sheet Metal Manual.

F. Bottom edge of all coping shall be held in place with a continuous keeper strip.

G. Joints in coping shall be set in mastic and butted to allow for expansion. Joint shall be covered with a 6" wide cleat.

H. Joints in masonry flashing shall be lapped a minimum of 3".

I. After metal coping, or flashing is in place, remove strippable film protection.

END OF SECTION

http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20C920 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4586

07 84 00 - 1 FIRESTOPPING

SECTION 07 84 00

FIRESTOPPING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Firestopping systems.

B. Firestopping of all joints and penetrations in fire resistance rated and smoke resistant assemblies, whether indicated on drawings or not, and other openings indicated.

1.02 REFERENCE STANDARDS

A. ASTM E119 - Standard Test Methods for Fire Tests of Building Construction and Materials;

2015.

B. ASTM E814 - Standard Test Method for Fire Tests of Through-Penetration Fire Stops; 2013a.

C. ITS (DIR) - Directory of Listed Products; current edition.

D. FA (AG) - FM Approval Guide; Factory Mutual Research Corporation; current edition.

E. UL (FRD) - Fire Resistance Directory; current edition.

1.03 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Schedule of Firestopping: List each type of penetration.

C. Product Data: Provide data on product characteristics.

D. Manufacturer's Installation Instructions: Indicate preparation and installation instructions.

E. Certificate from authority having jurisdiction indicating approval of materials used.

1.04 QUALITY ASSURANCE

A. Fire Testing: Provide firestopping assemblies of designs that provide the scheduled fire ratings when tested in accordance with methods indicated.

1. Listing in the current-year classification or certification books of UL, FM, or ITS (Warnock Hersey) will be considered as constituting an acceptable test report.

2. Current evaluation reports published by CABO, ICBO, or BOCA will be considered as constituting an acceptable test report.

3. Submission of actual test reports is required for assemblies for which none of the above substantiation exists.

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

C. Installer Qualifications: Company specializing in performing the work of this section and:

D. Installing Mechanic's Qualifications: Trained by firestopping manufacturer and able to provide evidence thereof.

1.05 FIELD CONDITIONS

A. Comply with firestopping manufacturer's recommendations for temperature and conditions during and after installation. Maintain minimum temperature before, during, and for 3 days after installation of materials.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Firestopping Manufacturers:

1. 3M Fire Protection Products: www.3m.com/firestop.

2. A/D Fire Protection Systems Inc: www.adfire.com.

3. Hilti, Inc: www.us.hilti.com/#sle.

4. Substitutions: See Section 01 60 00 - Product Requirements.

http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E119 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E814 http://www.intertek-etlsemko.com/ http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=UL%20FIRE%20RESISTANCE

07 84 00 - 2 FIRESTOPPING

2.02 FIRESTOPPING - GENERAL REQUIREMENTS

A. Primers, Sleeves, Forms, Insulation, Packing, Stuffing, and Accessories: Type required for tested assembly design.

2.03 FIRESTOPPING SYSTEMS

A. Firestopping: Any material meeting requirements.

1. Fire Ratings: Use any system that is listed by FM, ITS (DIR), or UL (FRD) and tested in accordance with ASTM E814 or ASTM E119 with F Rating equal to fire rating of penetrated assembly and minimum T Rating Equal to F Rating and in compliance with other specified requirements.

B. Manufacturer's:

1. Fire stopping and fire safing products shall be UL or Warnock Hersey Rated Systems as manufactured by one of the following or approved equal:

a. Rectorseal Corporation, Metacaulk

b. Isolatek International, Cafco

c. 3M

d. The General Electric Company

e. Nelson Firestop Products

f. Hilti Construction Chemicals

g. Tremco Construction Division

h. United States Gypsum Company

2.04 MATERIALS

A. Elastomeric Silicone Firestopping: Single component silicone elastomeric compound and compatible silicone sealant.

B. Foam Firestopping: Single component foam compound.

C. Fibered Compound Firestopping: Formulated compound mixed with incombustible non-asbestos fibers.

D. Fiber Packing Material: Mineral fiber packing insulation.

E. Firestop Devices: Mechanical device with incombustible filler and sheet stainless steel jacket;

F. Intumescent Putty: Compound which expands on exposure to surface heat gain.

G. Firestop Pillows: Formed mineral fiber pillows

H. Primers, Sleeves, Forms, Insulation, Packing, Stuffing, and Accessories: Type required for tested assembly design.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify openings are ready to receive the work of this section.

3.02 PREPARATION

A. Clean substrate surfaces of dirt, dust, grease, oil, loose material, or other matter that could adversely affect bond of firestopping material.

B. Remove incompatible materials that could adversely affect bond.

3.03 INSTALLATION

A. Install materials in manner described in fire test report and in accordance with manufacturer's instructions, completely closing openings.

B. Do not cover installed firestopping until inspected by authorities having jurisdiction.

C. Install labeling required by code.

3.04 CLEANING

A. Clean adjacent surfaces of firestopping materials.

07 84 00 - 3 FIRESTOPPING

3.05 PROTECTION

A. Clean adjacent surfaces of firestopping materials.

B. Protect adjacent surfaces from damage by material installation.

07 90 05 - 1 JOINT SEALERS

SECTION 07 90 05

JOINT SEALERS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Sealants and joint backing.

1.02 REFERENCE STANDARDS

A. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2013.

B. ASTM D1667 - Standard Specification for Flexible Cellular Materials--Poly(Vinyl Chloride) Foam (Closed-Cell); 2005 (Reapproved 2011).

1.03 ADMINISTRATIVE REQUIREMENTS

A. Coordinate the work with other sections referencing this section.

1.04 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide data indicating sealant chemical characteristics.

C. Samples: Submit two samples, in size illustrating sealant colors for selection.

1.05 QUALITY ASSURANCE

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 three years documented experience and approved by manufacturer.

1.06 FIELD CONDITIONS

A. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation.

1.07 WARRANTY

A. See Section 01 78 00 - Closeout Submittals, for additional warranty requirements.

B. Correct defective work within a five year period after Date of Substantial Completion.

C. Warranty: Include coverage for installed sealants and accessories which fail to achieve airtight seal, exhibit loss of adhesion or cohesion, or do not cure.

PART 2 PRODUCTS

2.01 SEALANTS

A. Non-sag Urethane - Caulking compound shall be one-part polyurethane caulking compound, that meets or exceeds the requirements of Fed. Spec. TT-S-00230C. Compound shall be as recommended by the manufacturer for use without a paint finish and shall form a tough elastic film on the surface, but remain plastic underneath. It shall contain no ingredients which will stain masonry or corrode metals. Color of compound shall be as selected by the Architect. At the contractors option he may use two-part caulking compound of the same materials as those specified herein. Caulking compound shall be one of the following or approved equal:

1. Mameco International - Vulkem 116 or 227

2. Sika Chemical Co. - Sika-Flex 1a or 2c NS

3. Sonneborne - Sonolastic NP1 or NP2

4. Tremco - Dymonic or Dymeric

5. Pecora - Dynatrol I or Dynatrol II

6. PRC - Permapol RC1 or Permapol RC2

7. Bostick - Chem-Calk 500

8. May National Associates - Bondaflex PUR 25 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20C1193 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D1667

07 90 05 - 2 JOINT SEALERS

B. Interior Silicone - Silicone sealant for joints along backsplash on counters, shelves, cabinets and plumbing fixtures shall be one of the following or approved equal:

1. General Electric - Sanitary 1700

2. Dow Corning - 786 Mildew resistant

3. May National Associates - Sil 100 WF

C. Clean Room Sealant – Thermosetting, moisture cure clean room sealant to be used betweeen top cap and wall at FRP board wainscots and integral sheet vinyl bases and shall be the following.

1. Chemlink M-1 CR sealant (chemlink.com)

2.02 ACCESSORIES

A. Primer: Non-staining type, recommended by sealant manufacturer to suit application.

B. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer;

compatible with joint forming materials.

C. Joint Backing: Round foam rod compatible with sealant; ASTM D 1667, closed cell PVC;

oversized 30 to 50 percent larger than joint width. Sub-caulking shall be one of the following or approved equal:

1. Dow Chemical - Etha-Foam.

2. Williams Products - Expand-O Foam.

3. Grace Co. - Foam Joint Filler.

4. Sonneborn - Sonofoam Closed Cell Backer Rod.

D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that substrate surfaces are ready to receive work.

B. Verify that joint backing and release tapes are compatible with sealant.

3.02 PREPARATION

A. Remove loose materials and foreign matter that could impair adhesion of sealant.

B. Clean and prime joints in accordance with manufacturer's instructions.

C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.

D. Protect elements surrounding the work of this section from damage or disfigurement.

3.03 INSTALLATION

A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions.

B. Perform installation in accordance with ASTM C1193.

C. Measure joint dimensions and size joint backers to achieve width-to-depth ratio, neck dimension, and surface bond area as recommended by manufacturer, except where specific dimensions are indicated.

D. Install bond breaker where joint backing is not used.

E. Install sealant free of air pockets, foreign embedded matter, ridges, and sags.

F. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges.

G. Tool joints concave.

H. Pre-compressed Foam Sealant: Do not stretch; avoid joints except at corners, ends, and intersections; install with face 1/8 to 1/4 inch below adjoining surface.

07 90 05 - 3 JOINT SEALERS

3.04 CLEANING

A. Clean adjacent soiled surfaces.

3.05 PROTECTION

A. Protect sealants until cured.

3.06 SCHEDULE

A. Caulking and sealants specified under this Section shall be installed at the intersection of all dissimilar materials not mechanically or adhesively attached to each other, at the expansion and contraction joints of similar or dissimilar materials, and where it is necessary to provide a smooth transition between materials of differing shapes. The following list of areas to be caulked or sealed is intended as a general guide to this Contractor and does not relieve the contractor of providing caulking to all areas shown on the drawings and that fit the above definition:

1. Non-sag Urethane:

a. Gypsum Drywall Control Joints as shown on drawings.

b. Around the frames of Doors, Windows & Louvers - each exposed side.

c. Vertical concrete, and masonry control and expansion joints.

d. Under door thresholds - at the inside and outside edge of the threshold.

e. Flashing reglet terminations.

f. Where gypsum drywall intersects concrete, masonry, wood or other dissimilar material.

g. Where exterior window sills intersect walls and window frames.

h. Joints in vertical ceramic tile and other hard surface materials.

i. All other Joints noted on Drawings as "Caulk" or "Sealant".

j. All joints which meet the definition of paragraph "A" above.

2. Interior Silicone:

a. Along Backsplash of Counters & Edges of Casework at Walls.

b. Along the Edges of Plumbing Fixtures at Walls

c. Along the edges, or as seating for Toilet Accessories.

d. As a seating for sinks and other items mounted into countertops.

3. Clean Room Sealant:

a. Along the top cap and walls, butt joints, and corners of FRP wainscots.

b. Along the top cap and wall of integral sheet vinyl bases.

Compliance 08 12 13 - 1 HOLLOW METAL FRAMES

SECTION 08 12 13

HOLLOW METAL FRAMES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Non-fire-rated steel frames for non-steel doors.

1.02 RELATED REQUIREMENTS

A. Section 08 71 00 - Door Hardware: Hardware and silencers.

B. Section 09 90 00 - Painting and Coating: Frames to be prefinished.

1.03 REFERENCE STANDARDS

A. ANSI/ICC A117.1 - American National Standard for Accessible and Usable Buildings and Facilities; International Code Council; 2009.

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 (R2011).

D. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc- Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2011.

E. BHMA A156.115 - Hardware Preparation in Steel Doors and Steel Frames; 2006.

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

G. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2013.

H. UBC Std 7-2, Part II - Test Standard for Smoke- and Draft-control Assemblies; International Conference of Building Officials; 1997.

I. UL 10C - Standard for Positive Pressure Fire Tests of Door Assemblies; Current Edition, Including All Revisions.

1.04 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements for submittal procedures.

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

1.05 QUALITY ASSURANCE

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

1.06 DELIVERY, STORAGE, AND HANDLING

A. Store in accordance with NAAMM HMMA 840.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Steel Frames with Integral Casings:

1. Ceco Door Products: www.cecodoor.com.

2. Windsor Republic Doors: www.republicdoor.com.

3. Steelcraft: www.steelcraft.com.

4. Curries.

5. Substitutions: See Section 01 60 00 - Product Requirements.

2.02 STEEL DOOR FRAMES - GENERAL REQUIREMENTS

A. Refer to Door and Frame Schedule on the drawings for frame sizes, fire ratings, sound ratings, finishing, door hardware to be installed, and other variations, if any.

Compliance 08 12 13 - 2 HOLLOW METAL FRAMES

B. Door Frame Type: Provide steel door frames with integral casings, prefinished.

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

D. 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.

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

2.03 STEEL DOOR FRAMES WITH INTEGRAL CASINGS

A. Finish: Prefinished with color selected from manufacturers standard line.

B. Requirements for All Frames:

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

2. 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.

C. Exterior Door Frames: Face welded, seamless with joints filled.

1. Grade: Comply with frame requirements specified in ANSI A250.8 for Level 1, 18 gage

2. Galvanizing: All components hot-dipped zinc-iron alloy-coated (galvannealed) per ASTM A653/A653M, with manufacturer's standard coating thickness.

3. Weatherstripping: Separate, see Section 08 71 00.

D. Interior Door Frames, Non-Fire-Rated: Face welded type.

1. Finish: Prefinished.

2.04 ACCESSORY MATERIALS

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.

2.05 FINISH MATERIALS

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

PART 3 EXECUTION

3.01 INSTALLATION

A. Install frames in accordance with manufacturer's instructions and recommendations and as follows.

B. In addition, install fire rated units in accordance with NFPA 80 as required. Intent is no FR doors.

C. Coordinate frame anchor placement with wall construction.

D. Coordinate installation of hardware.

3.02 TOLERANCES

A. Maximum Diagonal Distortion: 1/16 inch (1.5 mm) measured with straight edges, crossed corner to corner.

08 14 16 - 1 FLUSH WOOD DOORS

SECTION 08 14 16

FLUSH WOOD DOORS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Flush wood doors; flush configuration; fire rated and non-rated or as shown on drawings.

1.02 RELATED REQUIREMENTS

A. Section 08 12 13 - Hollow Metal Frames.

B. Section 08 71 00 - Door Hardware.

1.03 REFERENCE STANDARDS

A. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014.

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

C. NFPA 80 - Standard for Fire Doors and Other Opening…