J01a 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

WAGNER PHARMACY

USP COMPLIANCE

Wagner, SD

Project #

023016.10

October 6th, 2023

23016.10 – Wagner Pharmacy USP PROJECT MANUAL TITLE Compliance 00 01 01 - 1 AND REGISTRATION SHEET

SECTION 00 01 01

PROJECT MANUAL TITLE AND REGISTRATION SHEET

WAGNER PHARMACY USP COMPLIANCE

WAGNER, SOUTH DAKOTA

DATE: October 6th, 2023

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

JLautigar Image

23016.10 – Wagner Pharmacy USP Compliance

00 01 10 - 1 TABLE OF CONTENTS

SECTION 00 01 10

TABLE OF CONTENTS

WAGNER PHARMACY USP COMPLIANCE

WAGNER, 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 53 00 – Elastomeric Membrane Roofing

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 05 – 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 01 30 – HVAC Air-Distribution System Cleaning

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 13 – Metal Ducts

23 33 00 – Air Duct Accessories

23 36 00 – Air Terminal Units

23 37 13 – Diffusers, Registers, and Grilles

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

00 01 10 - 3 TABLE OF CONTENTS

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 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

END OF SECTION

Compliance 00 01 15 - 1 SCHEDULE OF DRAWINGS

SECTION 00 01 15

SCHEDULE OF DRAWINGS

WAGNER PHARMACY USP COMPLIANCE

WAGNER, SOUTH DAKOTA

SHEET TITLE

G0.0 Title Sheet

ARCHITECTURAL

A1.1 Demolition Plans A1.2 Demolition Plans A2.1 Floor Plans A2.2 Floor Plans A2.3 Roof Plan A3.1 Reflected Ceiling Plans A4.1 Door Schedule and Types A4.2 Room Finish Schedule and Plans

MECHANICAL

M0.1 Mechanical Title Sheet M1.1 Partial Floor Plan - Phase 1 & 2 – Fire Protection M2.0 Partial Underfloor Plan – Phase 2 - Plumbing M2.1 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 Floor Plan - Phase 2 - HVAC M5.1 Mechanical Schedules M6.1 Mechanical Details

ELECTRICAL

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

23016.10 – Wagner Pharmacy

USP Compliance

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.

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 corner guards provided at hallway FRP locations.

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 53 00 - 1 ELASTOMERIC MEMBRANE ROOFING

SECTION 07 53 00

ELASTOMERIC MEMBRANE ROOFING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Elastomeric roofing membrane, mechanically fastened conventional application.

B. Insulation, flat and tapered.

C. Vapor retarder.

D. Deck sheathing.

E. Cover boards.

F. Flashings.

G. Roofing cant strips, stack boots, roofing expansion joints, and walkway pads.

1.02 RELATED REQUIREMENTS

A. Section 06 10 00 - Rough Carpentry: Wood nailers.

B. Section 07 62 00 - Sheet Metal Flashing and Trim: Counterflashings and coping.

1.03 REFERENCE STANDARDS

A. ASTM C1177/C1177M - Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing; 2013.

B. ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board; 2014.

C. ASTM D412 - Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-- Tension; 2006a (Reapproved 2013).

D. ASTM D570 - Standard Test Method for Water Absorption of Plastics; 1998 (Reapproved 2010).

E. ASTM D624 - Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers; 2000 (Reapproved 2012).

F. ASTM D746 - Standard Test Method for Brittleness Temperature of Plastics and Elastomers by Impact; 2014.

G. ASTM D2240 - Standard Test Method for Rubber Property--Durometer Hardness; 2005 (Reapproved 2010).

H. ASTM D4637/D4637M - Standard Specification for EPDM Sheet Used in Single-Ply Roof Membrane; 2013.

I. ASTM E96/E96M - Standard Test Methods for Water Vapor Transmission of Materials; 2014.

J. FM DS 1-28 - Wind Design; 2007.

K. NRCA ML104 - The NRCA Roofing and Waterproofing Manual; National Roofing Contractors Association; Fifth Edition, with interim updates.

L. SPRI RP-4 - Wind Design Standard for Ballasted Single-Ply Roofing Systems; 2008.

M. UL (DIR) - Online Certifications Directory; current listings at database.ul.com.

1.04 ADMINISTRATIVE REQUIREMENTS

A. Coordinate with installation of associated counterflashings installed under other sections.

B. Pre-installation Meeting: Convene a pre-installation meeting one week before starting work of this section; require attendance by all affected installers; review preparation and installation procedures and coordination and scheduling necessary for related work.

1.05 SUBMITTALS

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

http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20C1177/C1177M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20C1289 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D412 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D570 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D624 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D746 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D2240 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4637/D4637M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E96/E96M http://www.fmglobal.com/scripts/store/indds.asp http://www.spri.org/ http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/index.html

07 53 00 - 2 ELASTOMERIC MEMBRANE ROOFING

B. Product Data: Provide data indicating membrane materials, flashing materials, insulation, and vapor retarder.

C. Shop Drawings: Indicate joint or termination detail conditions, conditions of interface with other materials, and setting plan for tapered insulation. Submit shop drawings of tapered insulation.

D. Samples of Aggregate: Submit two one lb. containers of aggregate ballast.

E. Manufacturer's Installation Instructions: Indicate membrane seaming precautions and perimeter conditions requiring special attention.

F. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.

G. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer. Warranty shall be a ten year warranty.

1.06 QUALITY ASSURANCE

A. Perform work in accordance with NRCA Roofing and Waterproofing Manual and manufacturer's instructions.

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

C. Installer Qualifications: Company specializing in performing the work of this section with minimum three years documented experience.

D. Provide a mock-up roof system with finish and final product for approval. Show designed roof system with associated materials as shown and specified herein technical project manual.

1. Mock-up may stay as final product if approved.

1.07 PRE-INSTALLATION MEETING

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

B. Review preparation and installation procedures and coordinating and scheduling required with related work.

1.08 DELIVERY, STORAGE, AND HANDLING

A. Deliver materials in manufacturer's original containers, dry and undamaged, with seals and labels intact.

B. Store materials in weather protected environment, clear of ground and moisture.

C. Ensure storage and staging of materials does not exceed static and dynamic load-bearing capacities of roof decking.

D. Protect foam insulation from direct exposure to sunlight.

1.09 PROJECT CONDITIONS

A. Coordinate the work with installation of associated counterflashings installed by other sections as the work of this section proceeds.

1.10 FIELD CONDITIONS

A. Do not apply roofing membrane during unsuitable weather.

B. Do not apply roofing membrane to damp or frozen deck surface or when precipitation is expected or occurring.

C. Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed the same day.

D. Schedule applications so that no partially completed sections of roof are left exposed at end of workday.

1.11 WARRANTY

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

B. Provide 20 year manufacturer's material and labor warranty to cover failure to prevent penetration of water.

07 53 00 - 3 ELASTOMERIC MEMBRANE ROOFING

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. EPDM Membrane Materials: Design intent is to match that of existing conditions/systems.

1. Carlisle SynTec: www.carlisle-syntec.com.

2. Firestone Building Products, LLC: www.firestonebpco.com.

3. GenFlex Roofing Systems, LLC: www.genflex.com.

4. Versico.

5. Johns Manville.

B. Insulation:

1. Insulation shall be brand as manufactured by, or as recommended by the roofing manufacturer as compatible with the roofing system and capable of giving a complete roofing system warranty for. Insulation shall be of the following type:

a. Polyisocyanurate.

2.02 ROOFING MEMBRANE AND ASSOCIATED MATERIALS

A. Membrane: Ethylene-propylene-diene-monomer (EPDM); externally reinforced with fabric;

complying with minimum properties of ASTM D4637/D4637M.

1. Thickness: 0.060 inch.

2. Color: Black.

3. Tensile Strength: 1630 psi, measured in accordance with ASTM D 412.

4. Ultimate Elongation: 520 percent, measured in accordance with ASTM D412.

5. Tear Strength: 150 lbf/inch, measured in accordance with ASTM D624.

6. Water Absorption: Standard percent increase in weight, maximum, measured in accordance with ASTM D570, 24 hour immersion.

7. Water Vapor Permeability: .05 perm inch, measured in accordance with ASTM E 96.

8. Brittleness Temperature: measured in accordance with ASTM D746.

B. Seaming Materials: Double faced tape system.

C. Vapor Retarder: Reinforced Kraft paper laminate, complying with requirements of fire rating classification; compatible with roofing and insulation materials.

1. Tape seams with seaming tape or as furnished by the vapor retarder manufacturer.

2. ASTM 1745 Class C.

3. Vapor permeability: 0.045 perm inch, measured in accordance with ASTM E 96, Method A.

4. Puncture Resistance: ASTM D1709, Method B - 1.19 lb.

5. Tensile Strength: ASTM E154 - 6960 psi.

6. Vapor as manufactured by the following are considered equal:

a. Reef Industries: Griffolyn Type - 65; phone 800-231-6074.

b. Sto-Cote Products, Inc.: Tu-Tuf; phone 888-786-2683.

c. Barrier-Bac Inc.: Barrier Bac 250, phone 877-237-2841.

d. Stego Industries, LLC: Stego Wrap 10 mil Class C, phone 877-946-0797.

D. Flexible Flashing Material: Same material as membrane;

2.03 DECK SHEATHING AND COVER BOARDS

A. Deck Sheathing: Glass mat faced gypsum panels, ASTM C 1177/C 1177M, fire resistant type, 5/8 inch thick, Dens Deck as manufactured by Georgia Pacific.

2.04 INSULATION

A. Polyisocyanurate Board Insulation: (Flat and Tapered) Rigid cellular foam, complying with ASTM C 1289, and with the following characteristics:

1. Facing: Fiberglass mat facing each face.

2. Board Size: 48 by 96 inch.

3. Thermal Resistance: R-value of minimum of 5.7 per inch; R=35.

4. Board Edges: Square.

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07 53 00 - 4 ELASTOMERIC MEMBRANE ROOFING

5. Manufacturers:

a. Celotex Corporation: www.celotex.com

b. Dow Chemical Co: www.dow.com.

c. GAF; EnergyGuard PolyIso Insulation: www.gaf.com/sle.

d. R-Max.

e. Hunter.

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

2.05 ACCESSORIES

A. Stack Boots: Prefabricated flexible boot and collar for pipe stacks through membrane; same material as membrane.

B. Sheathing Joint Tape: Paper type, self-adhering.

C. Membrane Adhesive: As recommended by membrane manufacturer seams shall be seamed with double faced tape.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that surfaces and site conditions are ready to receive work.

B. Verify deck is supported and secure.

C. Verify deck is clean and smooth, flat, free of depressions, waves, or projections, properly sloped and suitable for installation of roof system.

D. Verify deck surfaces are dry and free of snow or ice.

E. Verify that roof openings, curbs, and penetrations through roof are solidly set, and nailing strips are in place.

3.02 METAL DECK PREPARATION

A. Install preformed acoustical glass fiber insulation strips specified in Section 05 31 00 within roof deck flutes. Install in accordance with manufacturer's instructions.

B. Install deck sheathing on metal deck.

1. Lay with long side at right angle to flutes; stagger end joints; provide support at ends.

2. Cut sheathing cleanly and accurately at roof breaks and protrusions to provide smooth surface.

3. Tape joints.

C. Mechanically fasten sheathing to roof deck, in accordance with Factory Mutual recommendations.

1. Over entire roof area, fasten sheathing using 6 fasteners with washers per sheathing board.

2. At roof perimeter to a distance of 4 ft in from edges, fasten sheathing using 6 fasteners with washers per board.

3.03 VAPOR RETARDER AND INSULATION - UNDER MEMBRANE

A. Apply vapor retarder to deck surface in accordance with manufacturer's instructions.

1. Unroll vapor retarder with the longest dimension of the area to be roofed for that day’s work with enough left over to provide a lap for the next section to be roofed and pull out the folds to the full width of the product.

2. Lap vapor barrier up the edge of intersecting walls and parapets to the height of the roof insulation.

3. Seal around pipe penetrations and duct penetrations with pipe boots and sealing tape to the full height of the roof insulation at each location.

4. Holes or tears in the insulation shall be patched with a section of vapor retarder lapped as recommended by the manufacturer and sealed with sealing tape.

5. All joints shall be sealed with tape or sealant supplied by the manufacturer. Vapor barrier shall be sealed tight to all penetrations through the roof deck.

07 53 00 - 5 ELASTOMERIC MEMBRANE ROOFING

B. Ensure vapor retarder is clean and dry, continuous, and ready for application of insulation.

C. Lay subsequent layers of insulation with joints staggered minimum 6 inch from joints of preceding layer. Insulation shall be installed in a minimum of 2 layers.

D. Place tapered insulation to the required slope pattern in accordance with manufacturer's instructions.

E. On metal deck, place boards parallel to flutes with insulation board edges bearing on deck flutes.

F. Lay boards with edges in moderate contact without forcing. Cut insulation to fit neatly to perimeter blocking and around penetrations through roof.

G. Do not apply more insulation than can be covered with membrane in same day.

3.04 MEMBRANE APPLICATION

A. Roll out membrane, free from wrinkles or tears. Place sheet into place without stretching.

1. Mechanically fastened conventional, or to match systems.

B. Shingle joints on sloped substrate in direction of drainage.

C. Overlap edges and ends and seal seams by contact adhesive, minimum 3 inches. Seal permanently waterproof. Apply uniform bead of sealant to joint edge.

D. At intersections with vertical surfaces:

1. Extend membrane up a minimum of 10 inches onto vertical surfaces.

2. Fully adhere flexible flashing over membrane and up to reglets.

E. At stops, extend membrane under stop and to the outside face of the wall.

F. Around roof penetrations, seal flanges and flashings with flexible flashing.

G. Install roofing expansion joints where indicated. Make joints watertight.

H. Coordinate installation of roof drains and sumps and related flashings.

3.05 CLEANING

A. Remove bituminous markings from finished surfaces.

B. In areas where finished surfaces are soiled by work of this section, consult manufacturer of surfaces for cleaning advice and comply with their documented instructions.

C. Repair or replace defaced or damaged finishes caused by work of this section.

3.06 PROTECTION

A. Protect installed roofing and flashings from construction operations.

B. Where traffic must continue over finished roof membrane, protect surfaces using durable materials.

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.

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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

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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.

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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…