CMS Back on Campus Phase II 75 Percent CD Vol 02 2 24 2022.pdf

PROPERTY OF UNITED STATES GOVERNMENT -

FOR OFFICIAL USE ONLY

CMS PHASE 2

ISSUE FOR 75%

CONSTRUCTION DOCUMENTS

TABLE OF CONTENTS TOC - 1

02/24/2022

GSA CMS WOODLAWN PHASE 2

The following listed documents comprise the project manual for the project listed above. Where numerical sequence of sections is interrupted, such interruptions are intentional.

The complete Project Manual for this project consists of the listed Volume(s), which must not be separated for any reason. The Architect and Owner disclaim any responsibility for any assumptions made by a contractor or subcontractor who does not receive a complete Project Manual, including all sections listed in the Table of Contents.

Design Issue TABLE OF CONTENTS Firm Date

VOLUME 1

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 00 Supplemental General Conditions HI 02/24/2022

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 Summary HI 02/24/2022 01 11 10 Project Phasing HI 02/24/2022 01 14 00 Work Restrictions HI 02/24/2022 01 25 20 Request for Information HI 02/24/2022 01 27 00 Unit Prices HI 02/24/2022 01 29 00 Payment Procedures HI 02/24/2022 01 30 00 Electronic Project Management HI 02/24/2022 01 31 00 Project Management and Coordination HI 02/24/2022 01 31 10 CPM Schedule Specs HI 02/24/2022 01 32 00 Construction Progress Documentation HI 02/24/2022 01 33 00 Submittal Procedures HI 02/24/2022 01 35 29 Health and Safety Procedures Documentation HI 02/24/2022 01 35 53 Security Procedures HI 02/24/2022 01 36 00 Construction-Operations Building Information Exchange HI 02/24/2022 01 40 00 Quality Assurance and Control HI 02/24/2022 01 42 00 References HI 02/24/2022 01 50 00 Temporary Facilities and Controls HI 02/24/2022 01 59 50 Safety and Health HI 02/24/2022 01 60 00 Product Requirements HI 02/24/2022 01 70 00 Execution Requirements HI 02/24/2022 01 73 10 Cutting and Patching HI 02/24/2022 01 73 20 Selective Demolition HI 02/24/2022 01 73 50 Fire Prevention Precautions for Hot Work HI 02/24/2022 01 74 10 Construction Indoor Air Quality HI 02/24/2022

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01 74 19 Construction Nonhazardous Waste Management and Disposal HI 02/24/2022 01 77 00 Closeout Procedures HI 02/24/2022 01 78 10 Project Record Documents HI 02/24/2022 01 78 22 Operation and Maintenance Documentation HI 02/24/2022 01 82 00 Demonstration and Training HI 02/24/2022 01 91 13 General Commissioning Requirements HI 02/24/2022

DIVISION 02 - EXISTING CONDITIONS

02 41 19 Selective Demolition KSP 02/24/2022

DIVISION 03 - CONCRETE

03 01 30 Maintenance of Cast-In-Place Concrete KSP 02/24/2022 03 54 16 Hydraulic Cement Underlayment KSP 02/24/2022

DIVISION 05 - METALS

05 50 00 Metal Fabrications KSP 02/24/2022 05 70 00 Decorative Metal KSP 02/24/2022 05 73 13 Glazed Decorative Metal Railings KSP 02/24/2022

DIVISION 06 - WOOD, PLASTICS AND COMPOSITES

06 10 53 Miscellaneous Rough Carpentry KSP 02/24/2022 06 41 16 Plastic-Laminate-Clad Architectural Cabinets KSP 02/24/2022 06 42 16 Flush Wood Paneling KSP 02/24/2022

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 84 13 Penetration Firestopping KSP 02/24/2022 07 84 43 Joint Firestopping KSP 02/24/2022 07 92 00 Joint Sealants KSP 02/24/2022 07 92 19 Acoustical Joint Sealants KSP 02/24/2022

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames KSP 02/24/2022 08 14 16 Flush Wood Doors KSP 02/24/2022 08 31 13 Access Doors and Frames KSP 02/24/2022 08 41 26.23 Interior All-Glass Entrances KSP 02/24/2022 08 71 00 Door Hardware AASD 02/24/2022 08 80 00 Glazing KSP 02/24/2022 08 83 00 Mirrors KSP 02/24/2022 08 87 00 Glazing Film KSP 02/24/2022

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DIVISION 09 - FINISHES

09 01 90.52 Maintenance Repainting KSP 02/24/2022 09 22 16 Non-Structural Metal Framing KSP 02/24/2022 09 29 00 Gypsum Board KSP 02/24/2022 09 30 13 Ceramic Tiling KSP 02/24/2022 09 51 13 Acoustical Panel Ceilings KSP 02/24/2022 09 54 23 Linear Metal Ceiling KSP 02/24/2022 09 65 13 Resilient Base and Accessories KSP 02/24/2022 09 65 19 Resilient Tile Flooring KSP 02/24/2022 09 66 13 Portland Cement Terrazzo Flooring KSP 02/24/2022 09 68 13 Tile Carpeting KSP 02/24/2022 09 84 33 Sound Absorbing Wall Units KSP 02/24/2022 09 91 23 Interior Painting KSP 02/24/2022

DIVISION 10 - SPECIALTIES

10 14 23.16 Room-Identification Panel Signage KSP 02/24/2022 10 21 13.17 Phenolic-Core Toilet Compartments KSP 02/24/2022 10 22 19 Demountable Partitions KSP 02/24/2022 10 26 00 Wall and Door Protection KSP 02/24/2022 10 28 00 Toilet Accessories KSP 02/24/2022 10 44 13 Fire Protection Cabinets KSP 02/24/2022 10 44 16 Fire Extinguishers KSP 02/24/2022

DIVISION 12 - FURNISHINGS

12 24 13 Roller Window Shades KSP 02/24/2022 12 36 61.16 Solid Surfacing Countertops KSP 02/24/2022

VOLUME 2

DIVISION 21 - FIRE SUPPRESSION

21 05 17 Sleeves and Seals for Fire Suppression Piping WSP 02/24/2022 21 05 20 Piping and Fitting Materials WSP 02/24/2022 21 05 29 Hangers, Supports, Anchors and Guides for WSP 02/24/2022 Fire Suppression Systems 21 13 13 Wet Pipe Sprinkler Systems WSP 02/24/2022

DIVISION 22 – PLUMBING

22 00 03 Scope of Work WSP 02/24/2022 22 05 17 Sleeves and Sleeve Seals for Plumbing Piping WSP 02/24/2022 22 05 23 Valves WSP 02/24/2022 22 05 29 Hangers, Supports, Anchors, Guides, and Seismic Restraint WSP 02/24/2022 22 05 30 Disinfecting of Water Supply System WSP 02/24/2022

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22 05 90 Testing WSP 02/24/2022 22 07 19 Insulation WSP 02/24/2022 22 11 16 Domestic Water Piping and Fitting Materials WSP 02/24/2022 22 13 16 Sanitary Waste and Vent Piping and Fitting Materials WSP 02/24/2022 22 33 00 Electric Domestic Water Heaters WSP 02/24/2022 22 42 00 Commercial Plumbing Fixtures and Trim WSP 02/24/2022

DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING

23 00 02 HVAC General Conditions WSP 02/24/2022 23 05 16 Expansion Fittings and Loops for HVAC Piping WSP 02/24/2022 23 05 19 Meters and Gauges for HVAC Piping and Ductwork WSP 02/24/2022 23 05 23 Valves WSP 02/24/2022 23 05 29 Hangers, Anchors, Supports and Seismic Restraints WSP 02/24/2022 23 05 48 Vibration Isolation WSP 02/24/2022 23 05 53 Systems Identification WSP 02/24/2022 23 05 93 Testing, Adjusting and Balancing WSP 02/24/2022 23 07 00 Insulation WSP 02/24/2022 23 09 23 Building Management Systems WSP 02/24/2022 23 11 13 Sheet, Metal, Ductwork and Accessories WSP 02/24/2022 23 33 13 Dampers WSP 02/24/2022 23 33 20 Duct Cleaning WSP 02/24/2022 23 36 00 Air Terminal Units WSP 02/24/2022 23 36 10 Air Outlets and Inlets WSP 02/24/2022 23 41 00 Air Filters and Cleaners WSP 02/24/2022 23 52 10 Piping and Accessories WSP 02/24/2022

DIVISION 26 – ELECTRICAL

26 00 01 Electrical General Conditions WSP 02/24/2022 26 00 05 Access Doors in General Construction WSP 02/24/2022 26 02 65 Testing Adjusting and Balancing WSP 02/24/2022 26 02 70 Temporary Lighting and Power WSP 02/24/2022 26 02 80 Equipment Connections and Coordination WSP 02/24/2022 26 02 90 Ceiling Floor and Wall Electrical Penetration Fire Seals WSP 02/24/2022 26 05 19 600 Volt Wire and Cable WSP 02/24/2022 26 05 26 Grounding System WSP 02/24/2022 26 05 33 Raceways and Boxes WSP 02/24/2022 26 05 48 Vibration Isolation and Seismic Restraints WSP 02/24/2022 26 05 53 Identification for Electrical Systems WSP 02/24/2022 26 08 00 Commissioning of Electrical Systems WSP 02/24/2022 26 09 60 Relays and Remote-Control Switches WSP 02/24/2022 26 22 00 Low-Voltage Distribution Transformers WSP 02/24/2022 26 24 16 Panelboards WSP 02/24/2022 26 27 26 Wiring Devices WSP 02/24/2022 26 27 30 Access Floor Delivery Modules WSP 02/24/2022 26 28 13 Fuses (600 V and Less) WSP 02/24/2022

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26 28 16 Disconnect Switches WSP 02/24/2022 26 29 13 Installation of Individual Motor Controllers WSP 02/24/2022 26 40 00 Fire Alarm-Life System WSP 02/24/2022 26 50 00 Luminaries and Accessories WSP 02/24/2022 26 50 06 Lighting Control Devices WSP 02/24/2022 26 51 00 Architectural Lighting WSP 02/24/2022

DIVISION 27 – COMMUNICATIONS

27 05 26 Grounding and Bonding for Communications Systems WSP 02/24/2022 27 05 28 Re-Enterable Fire Rated Pathways for Communications Systems WSP 02/24/2022 27 05 29 Hangers and Supports for Communications Systems WSP 02/24/2022 27 05 33 Conduits and Backboxes for Communications Systems WSP 02/24/2022 27 05 36 Cable Trays for Communications Systems WSP 02/24/2022 27 05 53 Identification for Communication Systems WSP 02/24/2022 27 08 00 Testing of Communications Cabling WSP 02/24/2022 27 10 00 Structured Cabling WSP 02/24/2022 27 11 16 Communications Cabinets, Racks, Frames and Enclosures WSP 02/24/2022 27 11 19 Communications Termination Blocks and Patch Panels WSP 02/24/2022 27 11 23 Communications Cable Management and Ladder Rack WSP 02/24/2022 27 15 13 Copper Horizontal Cabling WSP 02/24/2022 27 15 43 Communications Faceplates and Connectors WSP 02/24/2022 27 16 19 Communications Patch Cords, Station Cords, and Cross Connect Wire WSP 02/24/2022 27 51 16 Public Address Systems WSP 02/24/2022

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 00 Common Work Results for Electronic Safety and Security WSP 02/24/2022 28 13 00 Access Control WSP 02/24/2022 28 23 00 Video Surveillance WSP 02/24/2022

END OF TABLE OF CONTENTS

CONSTRUCTION DOCUMENTS

SLEEVES AND SEALS

FOR FIRE

SUPPRESSION PIPING

21 05 17 - 1 02/24/2022

SECTION 21 05 17

SLEEVES AND SEALS FOR FIRE SUPPRESSION PIPING

PART 1 – GENERAL

1.1 DESCRIPTION

A. Provide a U.L. approved firestopping system in accordance with the Contract Documents.

1.2 WORK INCLUDED

A. Firestop Compounds.

B. Damming Material.

C. Sleeves

1.3 SUBMITTALS

A. Submit shop drawings, product data, and manufacturer's installation instructions for all materials and prefabricated devices, providing descriptions sufficient for identification at the job site. Literature shall indicate product characteristics, typical use, performance and limitation criteria and test data.

B. Submit shop drawings showing proposed material, reinforcement, anchorage, fastenings, and method of installation. Construction details shall accurately reflect actual job conditions.

C. Submit Material Safety Data Sheets with product delivered to job site.

D. U.L. Tested Systems: Submit drawings showing typical installation details for the methods of installation. Indicate which firestop materials will be used and thickness for different hourly ratings, and approved UL system number.

E. Engineering Judgements: Submit manufacturer’s drawings for all non-standard applications where no U.L. tested system exists. All drawings must indicate the “Tested” U.L. system upon which the judgement is based so as to assess the relevance of the judgement to some known performance.

F. Submit manufacturer’s installation procedures for each type of product.

G. Approved Applicator: Submit document from manufacturer wherein manufacturer recognizes the installer as qualified or submit a list of past projects to demonstrate capability to perform intended work.

H. Upon completion, installer shall provide written certification that materials were installed in accordance with the manufacturer’s installation instruction and details.

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1.4 QUALITY ASSURANCE

A. Firestop system installation shall conform to requirements of qualified designs or manufacturer approved modifications, as supported by engineering reports. Field inspections shall be carried out by the firestop manufacturer to verify that the installation is in accordance with the manufacturer requirements.

B. Install firestop materials and systems as required by these Contract Documents and meet and be accepted for use by applicable design building and construction codes.

C. Submit manufacturer's product data, letter of certification, or certified laboratory test report that the material or combination of materials (firestop system) meets the requirements specified in accordance with the applicable referenced standards.

D. The firestop compound shall not contain any solvents or inorganic fibers. The penetration seal material must be unaffected by moisture and must maintain the integrity of the floor or wall assembly for its rated time period when tested in accordance with ASTM E814 (UL1479). The system shall be U.L. Classified for up to and including 3 hours.

E. Firestopping materials shall be asbestos and lead fee and shall not incorporate or not require the use of hazardous solvents.

F. Firestopping sealants must be flexible, allowing for normal pipe movement.

G. All fire stopping materials shall be manufactured by one manufacturer.

H. Installation of firestopping systems shall be performed by a Contractor (or Contractors) trained or approved by the firestop manufacturer.

I. Material used shall be in accordance with the manufacturer’s written installation instructions.

J. Submit a line-by-line statement of compliance or non-compliance with this specification section.

K. A manufacturer's direct representative (not distributor or agent) to be on-site during initial installation of firestop systems to train appropriate contractor personnel in proper selection and installation procedures. This will be done per manufacturer's written recommendations published in their literature and drawing details.

L. Firestop System installation must meet requirements of ASTM E 814 or UL 1479 tested assemblies that provide a fire rating equal to that of construction being penetrated.

M. Proposed firestop materials and methods shall conform to applicable governing codes having local jurisdiction.

N. Firestop Systems do not reestablish the structural integrity of load bearing partitions/assemblies, or support live loads and traffic. Installer shall consult the structural engineer prior to penetrating any load bearing assembly.

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O. For those firestop applications that exist for which no UL tested system is available through a manufacturer, a manufacturer's engineering judgment derived from similar UL system designs or other tests will be submitted to local authorities having jurisdiction for their review and approval prior to installation. Engineering judgment drawings must follow requirements set forth by the International Firestop Council.

1.5 SUBMITTALS

A. Submit Product Data: Manufacturer’s specifications and technical data for each material including the composition and limitations, documentation of UL firestop systems to be used and manufacturer's installation instructions to comply with Section 1300.

B. Manufacturer's engineering judgment identification number and drawing details when no UL system is available for an application. Engineering judgment must include both project name and contractor’s name who will install firestop system as described in drawing.

C. Submit material safety data sheets provided with product delivered to job-site.

1.6 INSTALLER QUALIFICATIONS

A. Engage an experienced Installer who is certified, licensed, or otherwise qualified by the firestopping manufacturer as having been provided the necessary training to install manufacturer’s products per specified requirements. A manufacturer’s willingness to sell its firestopping products to the Contractor or to an Installer engaged by the Contractor does not in itself confer qualification on the buyer.

B. Installation Responsibility: assign installation of through-penetration firestop systems and fire-resistive joint systems in Project to a single sole source firestop specialty contractor.

C. The work is to be installed by a contractor with at least one of the following qualifications:

D. FM 4991 Approved Contractor

E. UL Approved Contractor

F. Firm with not less than 3 years experience with fire stop installation.

G. Successfully completed not less than 3 comparable scale projects using similar systems.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Deliver materials undamaged in manufacturer's clearly labeled, unopened containers, identified with brand, type, and UL label where applicable.

B. Coordinate delivery of materials with scheduled installation date to allow minimum storage time at job-site.

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C. Store materials under cover and protect from weather and damage in compliance with manufacturer's requirements.

D. Comply with recommended procedures, precautions or remedies described in material safety data sheets as applicable.

E. Do not use damaged or expired materials.

PART 2 – PRODUCTS

2.1 FIRESTOPPING

A. Provide firestop compounds for caulk, pour, trowel or pump application. Material must be capable of sealing openings around single or multiple pipes against fire, smoke and toxic gases, and maintaining rating with a thickness no greater than the structure.

B. Provide a damming material, where required, per manufacturer's recommendations and as shown on the Drawings.

C. Provide firestopping composed of components that are compatible with each other, the substrates forming openings, and the items, if any, penetrating the firestopping under conditions of service and application, as demonstrated by the firestopping manufacturer based on testing and field experience.

D. Provide components for each firestopping system that are needed to install fill material.

Use only components specified by the firestopping manufacturer and approved by the qualified testing agency for the designated fire-resistance-rated systems.

E. Penetrations in Fire Resistance Rated Walls: Provide firestopping with ratings determined in accordance with UL 1479 or ASTM E 814.

F. F-Rating: Not less than the fire-resistance rating of the wall construction being penetrated.

G. Penetrations in Horizontal Assemblies: Provide firestopping with ratings determined in accordance with UL 1479 or ASTM E 814.

H. F-Rating: Minimum of 1-hour rating, but not less than the fire-resistance rating of the floor construction being penetrated.

I. T-Rating: when penetrant is located outside of a wall cavity, minimum of 1-hour rating, but not less than the fire-resistance rating of the floor construction being penetrated.

J. Penetrations in Smoke Barriers: Provide firestopping with ratings determined in accordance with UL 1479 or ASTM E 814. L-Rating: Not exceeding 5.0 cfm/sq. ft. of penetration opening at both ambient and elevated temperatures.

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K. Use only firestop products that have been UL 1479 or ASTM E 814 tested for specific fire-rated construction conditions conforming to construction assembly type, penetrating item type, annular space requirements, and fire-rating involved for each separate instance.

L. Sealants, caulking materials, or foams for use with non-combustible items including steel pipe, copper pipe, rigid steel conduit and electrical metallic tubing (EMT), the following products are acceptable:

1. Hilti Intumescent Firestop Sealant (FS-ONE MAX)

2. Hilti Fire Foam (CP 620)

3. Hilti Flexible Firestop Sealant (CP 606)

4. Approved Equal

M. Provide firestop compounds for caulk, pour, trowel or pump application. Material must be capable of sealing openings around single or multiple pipes against fire, smoke and toxic gases, and maintaining rating with a thickness no greater than the structure.

N. Provide a damming material, where required, per manufacturer's recommendations and as shown on the Drawings.

O. Provide a firestop system consisting of a material, or combination of materials, to retain the integrity of fire-rated construction by maintaining an effective barrier against the spread of flame, smoke or gases through penetrations in fire-rated barriers. It shall be used in specific locations as follows:

P. Penetrations for the passage of piping through fire-rated vertical barriers (walls and partitions), horizontal barriers (floor slabs and floor/ceiling assemblies), and vertical service shafts.

Q. Locations shown specifically on the drawings or where specified in other sections of these specifications.

2.2 MATERIALS

A. Firestopping materials/systems shall be flexible to allow for normal movement of building structure and penetrating item(s) without affecting the adhesion or integrity of the system.

B. Firestopping materials shall not require hazardous waste disposal of used containers/packages.

C. Provide firestopping materials free of solvents which will not experience shrinkage while curing.

D. Firestopping materials shall be unaffected by moisture.

2.3 SLEEVES

A. Provide sleeves for each pipe passing through walls, partitions, and floors.

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B. Wall and floor sleeves.

1. Sleeve Materials

Type Sleeve Materials

1 #18 gauge, galvanized steel

2 Standard weight galvanized steel pipe

3 Cast iron body with flashing clamp and underdeck clamp similar to J.R. Smith, figure 1720.

2. Sleeve Sizes

a. Sleeves shall be of adequate diameter to allow pipe, insulation, and fire stopping to fit.

b. Sleeves shall provide 1" minimum clearance around pipes smaller than 4" and 2" minimum clearance around pipes 4" and larger.

3. Sleeve Lengths

Location Sleeve Length Material

Floor All floor sleeves to extend minimum of 2" above finished floor level.

Stair Landing Equal to depth of construction and terminated flush with finished surfaces.

Walls and Partitions

Equal to depth of construction and terminated flush with finished surfaces.

Floors with membrane waterproofing

All floor sleeves to extend minimum of 2" above finished floor level.

2.4 ACCEPTABLE MANUFACTURERS

A. Firestopping

1. Specified Technologies, Inc.

2. Dow Corning

3. 3M

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4. International Protective Coatings

PART 3 – EXECUTION

3.1 Deliver materials to site in original unopened containers or packages bearing the manufacturer's name, brand designation, product description and U.L. Classification Mark.

3.2 Coordinate delivery of materials with scheduled installation date to allow minimum storage time at job site.

3.3 Store materials under cover and protect from weather and damage in compliance with manufacturer's requirements.

3.4 Comply with recommended procedures, precautions or remedies described in Material Safety Data Sheets as applicable.

3.5 EXAMINATION

A. Examine areas and conditions under which work is to be performed and notify the Contractor in writing of conditions detrimental to proper and timely completion of the work.

B. Verify that openings are properly sized and in suitable condition to receive the work of this section.

C. Verify manufacturer’s printed instructions for installation and when applicable, curing in accordance with temperature and humidity. Conform to ventilation and safety requirements.

D. Verify the condition of the substrates before starting work.

E. Verify Weather Conditions. Do not proceed with installation of firestop materials when temperatures fall outside the manufacturer’s suggested limits.

F. Verify that firestopping materials are installed so as not to contaminate adjacent surfaces.

G. Schedule firestopping after installation of penetrants but prior to concealing the openings.

H. Where firestopping is installed at locations which will remain exposed in the completed work, provide protection as necessary to prevent damage to adjacent surfaces and finishes, and protect as necessary against damage from other construction activities.

I. Verify that all pipe, conduit, ducting which penetrate fire-rated construction have been permanently installed prior to installation of firestop.

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3.6 PREPARATION

A. Clean substrate of dirt, dust, grease, oil, loose materials, rust or other matter that may affect the proper fitting or adhesion of the firestopping materials.

B. Clean metal and glass surfaces with a non-alcohol solvent.

3.7 INSTALLATION

A. Installation of firestops shall be performed by an applicator/installer qualified and trained by the manufacturer. Installation shall be performed in strict accordance with manufacturer’s details installation procedures.

B. Apply firestops in accordance with fire test reports, fire resistance requirements, acceptable sample installations, and manufacturer’s recommendations.

C. Unless specified and approved, all insulation used in conjunction with through-penetrations shall remain intact and undamaged and may not be removed.

D. Seal holes and penetrations to ensure an effective smoke seal.

E. In areas of high traffic, protect firestopping materials from damage. If the opening is large, install firestopping materials capable of supporting the weight of a human.

F. Insulation types specified in other sections shall not be installed in lieu of firestopping material specified herein.

G. All combustible penetrants (e.g. non-metallic pipes or insulated metallic pipes) shall be firestopped using products and systems tested in a configuration representative of the field condition.

H. Dam Construction

1. When required to properly contain firestopping materials within openings, damming or packing materials may be utilized. Combustible damning material must be removed after appropriate curing. Noncombustible damming materials may be left as a permanent component of the firestop system.

I. Firestopping may be required by other Subcontractors under related sections of the project specifications. Identify all locations requiring firestopping and coordinate the work of this section with work performed under other sections of the project to provide a uniform system of firestopping.

J. Schedule installation of firestopping after completion of penetrating item installation but prior to covering or concealing of openings.

K. Do not proceed with installation of firestop materials when temperatures exceed the manufacturer's recommended limitations for installation.

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L. Firestop systems do not re-establish the structural integrity of load bearing partitions.

Contractor shall consult the structural engineer prior to penetrating any load bearing assembly.

3.8 UN-INSULATED COLD PIPES

A. Install a pipe sleeve through the wall or slab to be penetrated with an inside diameter large enough to include the pipe and firestopping.

B. Install firestop material at each end of sleeve to form a U.L. approved system.

C. Mark penetration in an approved manner to verify manufacturer’s inspection.

D. Cover firestopping with escutcheon cover.

3.9 INSULATED PIPES

A. Install a pipe sleeve through the wall or slab to be penetrated with an inside diameter large enough to include the specified thickness of insulation.

B. Pipe insulation should be continuous through sleeve. Insulation should be covered with a vapor barrier. For depth of wall plus 1” on either side of wall or slab, vapor barrier shall be wrapped with a 26 gauge sheetmetal inner sleeve. Firestop shall be applied between wall sleeve and pipe protection sleeve.

C. Install firestop material at each end of sleeve to form a U.L. approved system.

D. Mark penetration in an approved manner to verify manufacturer’s inspection.

E. Cover firestopping with escutcheon cover.

3.10 FIELD QUALITY CONTROL

A. Prepare and install firestopping systems in accordance with manufacturer’s printed instruction and recommendations.

B. Follow safety procedures recommended in the Material Safety Data Sheets.

C. Finish surfaces of firestopping which are to remain exposed in the completed work to a uniform and level condition.

D. All areas of work must be accessible until inspection by the applicable Code Authorities.

E. Correct unacceptable firestops and provide additional inspection to verify compliance with this specification.

3.11 CLEANING

A. Remove spilled and excess materials adjacent to firestopping without damaging adjacent surface.

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B. Leave finished work in neat, clean condition with on evidence of spill overs or damage to adjacent surfaces.

END OF SECTION

CONSTRUCTION DOCUMENTS

PIPING AND FITTING

MATERIALS

21 05 20 - 1 02/24/2022

SECTION 21 05 20

PIPING AND FITTING MATERIALS

PART 1 – GENERAL

1.1 DESCRIPTION

A. Provide piping and fitting materials for fire protection systems in accordance with the Contract Documents.

1.2 WORK INCLUDED

A. Pipes.

B. Fittings.

C. Joints.

1.3 SUBMITTALS

A. Prior to purchase, submit a list of all proposed piping materials including system/material (use Schedule).

B. Submit complete back-up material where manufacturing specification standards of proposed materials differ from those specified.

1.4 QUALITY ASSURANCE

A. Each pipe length shall have the manufacturer's name cast, stamped or rolled on.

B. Each fitting shall have the manufacturer's name cast, stamped or rolled on.

PART 2 – PRODUCTS

2.1 BLACK STEEL PIPE (SCHEDULE 40)

A. Pipe: Standard weight black steel pipe, Schedule 40, welded or seamless, with manufacturer's name rolled into each length.

B. Fittings

1. Threaded: Standard malleable iron couplings with flat band.

2. Welded or Flanged: Standard weight steel.

3. Mechanical Couplings: See Section 2.3.

C. Joints: Red or white lead and oil or approved compound.

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D. Application

1. Threaded: All sprinkler systems.

2. Welded: All fire standpipe over 175 psi.

3. Mechanical Couplings: Sprinkler and Fire Standpipe (See Section 2.3).

2.2 MECHANICAL COUPLINGS

A. The following fittings are taken from the catalog of Victaulic and are representative of the style and construction required.

B. Standpipe

Style Pipe Weight Pressure Rating Sizes

77-Flexible Schedule 40 0-500 PSI 1"-10"

Firelock - Rigid Schedule 40 0-175 PSI 2"-6"

C. Sprinkler

Style Pipe Weight Pressure Rating Sizes

77-Flexible Schedule 10/40 0-500 PSI 1"-10"

Firelock - Rigid Schedule 40 0-175 PSI 2"-6"

920 Schedule 40 0-175 PSI 2"-3"

921 Schedule 40 0-175 PSI 3"-8"

D. The following products are not acceptable:

1. FIT (Style 96, 963, 969, 719, 966, 960 & 929)

2. Hooker (Style 922)

2.3 ACCEPTABLE MANUFACTURERS

A. Mechanical Couplings

1. Victaulic

2. Gustin-Bacon

B. Piping

1. Allied Tube and Conduit Corp.

2. Berger Pipe Co.

3. Wheatland Tube Co.

C. Fittings

1. Flagg

2. Nibco

CONSTRUCTION DOCUMENTS

PIPING AND FITTING

MATERIALS

21 05 20 - 3 02/24/2022

3. Stockham

4. Victaulic

PART 3 – EXECUTION

3.1 JOINTS

A. Threaded Joints: Do not damage fitting surface, remove burrs and ream smooth. Apply red lead and oil to male threads only. Clean joint thoroughly of excess jointing material.

B. Flanged Joints: Use matched flange faces and 1/16" thick compressed gaskets.

C. Welded Joints:

1. Butt welded joints shall be open type by the oxyacetylene torch or electric arc process. Fuse welds thoroughly to the joint edges and extend completely to the bottom of V-groove cut. Weld width to a minimum of 2½ times the pipe wall thickness and to be symmetrical with respect to the center line of joint. Build up welds to obtain a gradual increase in thickness from edge to center and the thickness from edge to center is not to exceed 1¼ times the pipe wall thickness.

Make all welds of sound metal, free from laps, gas pockets, slag inclusions, interior protrusions or other imperfections.

2. Qualify welders to the code for Pressure Piping ANSI B31.1 with certification by the Welding Bureau of Heating, Piping and Air Conditioning Contractors National Association. Welding shall not be started until submission of evidence of qualification.

D. Mechanical (Grooved) Joints: Joints shall be made with neoprene or synthetic rubber gaskets.

E. Make joints between different piping materials with adaptor fittings of a type suitable for the purpose intended.

F. Make joints between pipes of dissimilar metals with dielectric union or flanges.

3.2 PIPE AND FITTINGS

A. Threads shall be full and clean cut and burrs formed in cutting shall be reamed. In screwing up the pipe, care shall be taken that the pipe does not extend into the fitting obstructing the waterway. Joint compound shall be applied to the threads of the pipe and not to the fittings or sprinklers. Pipe shall be straightened before installation to prevent pockets.

B. A one-piece reducing fitting shall be used wherever a change is made in the size. The use of bushings or reducing flanges will not be permitted.

C. Unions shall be used only on pipes 2" and smaller, and provided at connections to each piece of equipment for easy dismantling.

CONSTRUCTION DOCUMENTS

PIPING AND FITTING

MATERIALS

21 05 20 - 4 02/24/2022

D. Only shoulder nipples shall be used. Close nipples will not be acceptable.

E. All fittings and couplings shall be made by the same manufacturer.

CONSTRUCTION DOCUMENTS

HANGERS, SUPPORTS,

ANCHORS AND GUIDES

FOR FIRE SUPPRESSION

SYSTEMS

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SECTION 21 05 29

HANGERS, SUPPORTS, ANCHORS AND GUIDES

FOR FIRE SUPPRESSION SYSTEMS

PART 1 – GENERAL

1.1 DESCRIPTION

A. Work of this Section shall conform to the requirements of the Contract Documents.

1.2 WORK INCLUDED

A. Hangers and supports.

B. Supports

C. Seismic Restraints

1.3 SUBMITTALS

A. Manufacturer's literature, catalog data and illustrations.

B. Shop Drawings indicating:

1. Dimensions

2. Construction details of hangers, inserts, anchors and guides

3. Materials

4. Maximum Load

5. Locations

6. Recommended installation procedures

1.4 QUALITY ASSURANCE

A. Codes and Authorities

1. Federal Specification WW-H171b

2. ASA Code for Pressure Piping

3. ASTM A-575-73

4. MSS SP-58-67

5. MSS SP-69-66

6. Underwriters Laboratories

7. Factory Mutual

8. National Fire Protection Association

CONSTRUCTION DOCUMENTS

HANGERS, SUPPORTS,

ANCHORS AND GUIDES

FOR FIRE SUPPRESSION

SYSTEMS

21 05 29 - 2 02/24/2022

PART 2 – PRODUCTS

2.1 HANGERS

A. All bracket, clamp and rod sizes indicated in this specification are minimum sizes only.

All structural hanging materials shall have a built-in safety factor of 5.

B. Provide rolled-steel auxiliary pipe supports as required.

C. Anchor points shall be located and constructed to permit the piping system to take up its expansion and contraction freely in opposite directions from the anchored points.

D. Guide points shall be located and constructed wherever required or shown on drawings and at each side of an expansion joint or loop, to permit free axial movement only in a piping system.

E. All hangers shall be U.L. listed and FM approved.

F. C-clamps with locknut and retaining clip will be permitted.

G. Pipe Hanger Schedule

Carpenter & Patterson 'Witch'

Grinnell

I. R.

Rauch's & Sons

C-Clamp with Retaining Clip and locknut(pipe sizes 2" and smaller

47 with 22 86 with 89 47 with 22

Beam Clamp 293 228 82

Multi-J Hook --- --- 228

J Hook --- --- 221

Clevis Hanger 100 260 100

Clevis Hanger w/Saddle 100SH --- 100SH

180 Shield 265P 168 265P

Single Rod Roll Hanger 140 181 140

Double Rod Roll Hanger 142 171 142

Trapeze --- 46 1600-1700

U-bolt Adjustable Pipe 283 137C 283

Stanchion Saddle 247 259 247

Welded Steel Bracket 84 or 139 199 or 195 84 or 139

Riser clamp 126 261 126

CONSTRUCTION DOCUMENTS

HANGERS, SUPPORTS,

ANCHORS AND GUIDES

FOR FIRE SUPPRESSION

SYSTEMS

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Carpenter &

I. R.

Rauch's & Sons

Welded Beam Attachment 113A 66 ---

Welded Beam Attachment w/bold and nut

113B 66 113A

H. Hanger Rod Schedule

Pipe Size Rod Diameter

4" and smaller 3/8"

5”, 6”, & 8” 1/2"

10” & above 5/8"

I. Acceptable Manufacturers

1. I. R. Rauch's & Sons

2. Grinnell Company, Inc.

3. Carpenter & Patterson

J. All concrete foundations and supports (and required reinforcing thereof) will be furnished and installed under this Section of the Specification. Furnish templates for all concrete foundations and supports, and all required hanger bolts and other appurtenances necessary for the proper installation of equipment. Submit shop drawings showing the complete details of all foundation bases including necessary concrete and steel work, vibration isolation devices, etc.

2.2 SEISMIC RESTRAINTS

A. All piping systems shall be braced to withstand a ½” “g” seismic acceleration. Spacing of bracing is to be as follows:

1. Piping, lateral, braced at a maximum of 40 foot intervals.

2. Longitudinal bracing at 80 foot intervals.

3. Seismic restraints are not required on the following:

a. Branch lines 2” and smaller

b. All clevis hung pipe suspended by individual non-friction hanger designed to support the imposed static load and the anticipated ½ “g” seismic acceleration 6” in length or less from the top of the pipe support to the bottom of the support for the hanger.

4. Overstress of the building structure must not occur. Seismic bracing may occur from:

a. Flanges and structural beams.

CONSTRUCTION DOCUMENTS

HANGERS, SUPPORTS,

ANCHORS AND GUIDES

FOR FIRE SUPPRESSION

SYSTEMS

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b. Cast in place inserts or drilled and shielded inserts in concrete structures.

2.3 POST INSTALLED ANCHORS

A. Except where indicated on the drawings, post-installed anchors shall Consist of the following anchor types and installed in accordance with Their respective ICC-ES report and manufacturer’s published installation Instructions

B. SCHEDULE

POST-INSTALLED ANGHOR GUIDELINES

APPLICATION ANCHORING SYSTEM ICC-ES REPORT

ANCHORAGE TO

CONCRETE

(ADHESIVE)

HILTI HY:200 ADHESIVE

HILTI RE 500 73 ADHESIVES

ESR-3187

ESR-3814

ANCHORAGE TO

CONCRETE

(MECHANICAL)

HILTI KWIK BOLT TZ

HILTI KWIK HUS EZ

HILTI HSL-3

HILTI HDA

ESR-1917

ESR-3027

ESR-1545

ESR-1546

REBAR

DOWELING

(ADHESIVE)

HILTI RE 500-SD ADHESIVE

WITH SAFE SET

INSTALLATION

ESR-2322

HILTI HY:200 ADHESIVE

WITH SAFE SET

INSTALLATION

ESR-3187

ANCHORAGE TO

SOLID GROUTED

MASONRY

HILTI HY :270 ADHESIVE

HILTI KWIK BOLT 3

ESR-4 143

ESR- 1385

ANCHORAGE TO

HOLLOW / MULTI-

WYTHE MASONRY

HIL TI HY:270 ADHESIVE

WITH SCREEN TUBE

ESR-3342

ESR-2682

C. Anchor capacity used in design shall be based on the technical data published by the manufacturer or such other method as approved by the structural Engineer of record.

Substitution requests for alternate products must be Approved in writing by the structural engineer of record prior to use. Contractor shall provide calculations demonstrating that the substituted Product is capable of achieving the performance values of the specified Product including an ICC-ES report showing compliance with the relevant Building code, seismic use, load resistance, installation category, in-service Temperature, installation temperature, etc.

D. Adhesive anchors installed in a horizontal or upward inclined orientation into concrete and supporting a sustained tension load shall be installed by a certified adhesive anchor installer. Installer shall be certified through the ACI/CRSI adhesive anchor installer certification program or approved equal.

CONSTRUCTION DOCUMENTS

HANGERS, SUPPORTS,

ANCHORS AND GUIDES

FOR FIRE SUPPRESSION

SYSTEMS

21 05 29 - 5 02/24/2022

E. Contractor shall arrange an anchor manufacturer’s representative to provide on-site anchor installation training for all their anchoring products specified. Contractor shall submit documented confirmation that all of the contractor’s personnel installing anchors have received the required training prior to the commencement of work.

F. Anchor capacity is dependent upon spacing between adjacent anchors and proximity of anchors to edge of concrete. Install anchors in accordance with spacing and edge clearances indicated on the drawings.

G. Continuous or periodic special inspection for post installed anchors shall be performed in accordance with SECTION 4.3/4.4 of the ICC-ES report for the individual anchor.

PART 3 – EXECUTION

3.1 INSTALLATION

A. All piping shall be supported only from building structural steel or galvanized steel inserts imbedded in poured concrete. Where piping revisions are required after slabs are poured, pipes 3" and smaller may be supported at intermediate points by "Phillips" or other 3/4" expansion bolts and shields, provided main supports are not less than 20 feet on centers. All inserts, expansion bolts and shields in post-tensioned concrete slabs shall be submitted to Structural Engineer for approval prior to commencement of work.

Intermediate supports for piping 4" and larger shall be attached to concrete beams or columns by means of 4" x 4" x 3/8" (horizontal) and supporting rod at 90 from anchor bolt. It is the intent that inserts are only permitted in poured concrete construction.

B. Hanger Locations for Horizontal Piping

1. Steel Piping 1¼" and Smaller: Every 12 feet.

2. Steel Piping (Schedule 40 and larger) 1½" and Larger: Every 15 feet.

3. Steel piping (less than schedule 40) 11/2” and larger: Every 12 feet.

C. Support Locations for Vertical Piping

1. Threaded & Mechanical Joint Piping: At every floor, but in no case greater than 20-foot intervals.

D. Hangers shall be installed outside of piping insulation with a semi-cylindrical galvanized shield set between the hanger and insulation.

E. All beam attachments shall be installed on clean, smooth, and non-fireproofed sections of the beam.

F. All fire protection piping shall be hung individually from the structure.

CONSTRUCTION DOCUMENTS

HANGERS, SUPPORTS,

ANCHORS AND GUIDES

FOR FIRE SUPPRESSION

SYSTEMS

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G. All hangers, anchors, rods and supports shall be painted.

CMS PHASE 2

ISSUE FOR 75%

CONSTRUCTION DOCUMENTS

WET PIPE SPRINKLER

SYSTEMS

21 13 13 - 1 02/24/2022

SECTION 21 13 13

WET PIPE SPRINKLER SYSTEMS

PART 1 - GENERAL

1.1 DESCRIPTION

A. Provide a complete wet pipe sprinkler system in accordance with the Contract Documents.

1.2 WORK INCLUDED

A. Sprinkler Heads.

B. Water Flow Switch.

C. Tamper Switch.

D. Floor Control Valve

E. Pressure Reducing Valve.

F. Pressure Relief Valve.

G. Piping

H. Inspectors Test Connection

1.3 SUBMITTALS

A. Shop Drawings

1. Dimensioned sprinkler layouts.

2. Identification chart and tags for valves and alarm devices.

3. Hydraulic calculations.

B. Permits and Approvals

1. Arrange and pay for all permits, approvals and tests.

1.4 QUALITY ASSURANCE

A. Factory Mutual

B. NFPA 13

CMS PHASE 2

ISSUE FOR 75%

CONSTRUCTION DOCUMENTS

WET PIPE SPRINKLER

SYSTEMS

21 13 13 - 2 02/24/2022

C. National Electric Code

D. Local Fire Department

E. Local Building Code

PART 2 - PRODUCTS

2.1 SPRINKLER HEADS

A. Spray type, with ½” nominal discharge orifice. Ordinary temperature rating 160 - 175 throughout except where special conditions exist which will require higher temperature sprinklers or when indicated on the drawings. All heads shall be U.L. listed and Factory Mutual approved.

2.2 QUICK RESPONSE STANDARD COVERAGE SPRINKLERS

A. Pendant, upright, horizontal sidewall, and semi-recessed: Sprinklers shall be of all brass frame construction with a coated metal to metal seating mechanism. Sprinklers utilizing non-metal parts in the sealing portion of the sprinkler are strictly prohibited. Sprinklers shall have a quick response frangible bulb type fusible element. Sprinklers to be installed in areas with no ceilings shall be of a brass finish and shall be of adequate temperature for the hazard semi-recessed heads shall have chrome plated recessed escutcheon.

B. Concealed: Sprinklers shall be of all brass frame construction with a coated metal to metal seating mechanism. Sprinklers utilizing non-metal parts in the sealing portion of the sprinkler are strictly prohibited. Quick response concealed pendent sprinkler orifice shall be standard nominal ½” with a K factor of 5.6. Quick response concealed pendent sprinklers shall be listed for installation in an ordinary hazard occupancy if installed in an ordinary hazard occupancy. Concealed pendent sprinkler shall have a cover that is a push-on, thread-off assembly. Quick response concealed pendent sprinklers shall be Viking Horizon Mirage Quick Response Model B-2.

2.3 STANDARD RESPONSE, STANDARD COVERAGE

A. Upright, pendant, semi-recessed and concealed: Sprinklers shall be of all brass frame construction utilizing a coated metal to metal seating mechanism. Sprinklers utilizing non-metal parts in the sealing portion of the sprinkler are strictly prohibited. Sprinkler orifices shall be standard nominal ½” and 17/32” with K factors of 5.6 and 8.0, respectively. Sprinklers shall have a frangible bulb type fusible element. Sprinklers to be installed in areas with no ceilings shall be of a brass finish and shall be of adequate temperature for the hazard. Sprinklers to be installed through a ceiling shall be a finished pendent sprinkler with an adjustable semi-recessed escutcheon of same specified finish. Sprinklers shall be UL listed and Factory Mutual approved. Sprinklers shall be Viking Micromatic Model M.

B. Sidewall: Sprinklers shall be of brass frame construction with a coated metal to metal seating mechanism. Sprinklers utilizing non-metal parts in the sealing portion of the

CMS PHASE 2

ISSUE FOR 75%

CONSTRUCTION DOCUMENTS

WET PIPE SPRINKLER

SYSTEMS

21 13 13 - 3 02/24/2022 sprinkler are strictly prohibited. Horizontal sidewall sprinkler orifice shall be standard nominal ½” with a K factor of 5.6. Sprinklers shall have a frangible bulb type fusible element. Sprinklers to be installed in areas with no ceilings shall be of a brass finish and shall be of adequate temperature for the hazard. Sprinklers to be installed through a ceiling or wall shall be of a finished sidewall sprinkler with an adjustable semi-recessed escutcheon of the same specified finish. Horizontal sidewall sprinklers shall be listed for installation in an ordinary hazard occupancy if installed in an ordinary hazard occupancy. Sprinklers shall be Viking Micromatic Model M Sidewall.

C. Concealed: Sprinklers shall be of all brass frame construction with a coated metal to metal seating mechanism. Sprinklers utilizing non-metal parts in the sealing portion of the sprinkler are strictly prohibited. Concealed pendent sprinkler shall have cover plate that is a push-on, thread-off assembly with a 2¾” diameter. Concealed pendent sprinkler orifice shall be standard nominal ½” with a K factor of 5.6. Concealed pendent sprinklers shall be listed for installation in an ordinary hazard occupancy if installed in an ordinary hazard occupancy. Concealed Pendent Sprinklers shall be Viking Horizon Mirage Model B-2.

2.4 ACCEPTABLE MANUFACTURERS

A. Sprinkler Heads

1. Reliable

2. Central

3. Viking

4. Grinnell

PART 3 - EXECUTION

3.1 GENERAL

A. Information included in this specification and of various agency requirements are given as a guide only. The contract documents do not relieve Contractor's responsibility to provide all work and equipment necessary to complete the installation in accordance with all requirements.

3.2 INSTALLATION

A. No pipes or other apparatus shall be installed so as to interfere in any way with the full swing of the doors. The arrangement, positions and connections of pipes, drains, valves, etc., shown on the drawings, shall be taken as a close approximation and while they shall be followed as closely as possible, the right is reserved by the architect to change the locations to accommodate any conditions which may arise during the progress of the work without additional compensation to this contractor for such changes, provided that the changes are requested prior to the installation of this work.

B. All piping shall drain back to the risers or be provided with drain valves. Special precautions must be taken to avoid electrical work and ventilation ducts, and no piping shall pass below lighting fixtures in luminous ceilings or under skylights.

CMS PHASE 2

ISSUE FOR 75%

CONSTRUCTION DOCUMENTS

WET PIPE SPRINKLER

SYSTEMS

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C. All piping shall be unexposed except in no-ceiling areas. Where required, heads shall be located below ducts. Diffusers and lighting fixtures take preference in room layout.

D. In areas with restricted head room, heads and piping shall be tight to ceilings and provided with guards.

E. No heads shall be nearer than 6 inches to a ceiling support, and where 12" x 12", 24" x 24" or 24" x 48" ceiling panels are used, the heads shall be located in the center of the panel.

F. Install sprinkler heads in all areas on a true axis line in both directions with a maximum deviation from the axis line of ½" plus or minus. In acoustical tile ceilings, sprinkler heads shall be located on center of tile. At the completion of the installation, remove and reinstall any heads found to exceed the abovementioned tolerances.

G. Where sprinklers are installed in areas without hung ceiling, install sprinklers both above and below all ductwork 48” and larger in width or where the total aggregate of multiple ducts exceeds 48” in width or length.

3.3 SPRINKLER COVERAGE

A. For determination of sprinkler systems, spacing and sizing, the following coverage ratings as listed in NFPA 13 and as listed by the insurance company for this project shall be followed. Also, comply with local authorities' requirements.

B. Provide sprinklers where shown on the drawings.

C. Hydraulically Calculated System: The system shall be hydraulically designed to provide a density based on NFPA requirements and the requirements of the insurance company and the local authorities.

AREA HAZARD

CLASSIFICATION

DENSITY

GPM/SQ. FT.

AREA OF

APPLICATION

General Public Areas.

Light .10 1500

Parking Ordinary .16 1500

Mechanical Retail Shops

Ordinary .16 1500

Offices Light .10 1500

CMS PHASE 2

ISSUE FOR 75%

CONSTRUCTION DOCUMENTS

WET PIPE SPRINKLER

SYSTEMS

21 13 13 - 5 02/24/2022

3.4 DRAINS AND TEST PIPES

A. Provide drains at base of riser, valved sections inside building, and at other locations indicated or requiring same for complete drainage of systems. Siamese drains shall be automatic ball drips. Other drains shall be valves and/or plugs as indicated and/or required. Pipe drains to locations as required.

B. Test pipes shall be valved and piped to discharge through proper orifice at approved locations.

CONSTRUCTION DOCUMENTS

SCOPE OF WORK 22 00 03 - 1

02/24/2022

SECTION 22 00 03

SCOPE OF WORK

PART 1 - GENERAL

1.1 DESCRIPTION

A. Provide plumbing systems in accordance with the Contract Documents.

1.2 WORK INCLUDED

A. This specification is not intended to be a complete itemization of plumbing required, but is for guidance of this contractor in estimating his work.