Addendum 2 _ Exhibit 3 _CCCC _ PROJECT MANUAL.pdf

PROJECT MANUAL

SPECIFICATIONS AND CONDITIONS OF THE CONTRACT

Volume 2 of 2 Divisions 21 - 33

Student Convocation Center and Career Academy

Clayton County Public Schools

Perkins&Will Project Number: 801832.001

100% Construction Documents: February 27, 2023 browns

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Student Convocation Center and Career Academy Perkins&Will Clayton County Public Schools 801832.001 100% Construction Documents 27 February 2023

TABLE OF CONTENTS

00 01 10 - 1

DOCUMENT 00 01 10

TABLE OF CONTENTS

ORIGINAL LATEST

NUMBER TITLE ISSUE REVISION

INTRODUCTORY INFORMATION

00 01 10 Table of Contents

VOLUME 1

PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

PROCUREMENT REQUIREMENTS

00 21 13 Instructions to Bidders 00 31 16 Construction Schedule 00 31 32 Geotechnical Data 00 41 13 Bid Form – Stipulated Sum (Single-Prime Contract)

Bid Bond Payment Bond Performance Bond Subcontractor Listing

00 91 13 Addendum No. (To Be Issued)

SPECIFICATIONS GROUP

GENERAL REQUIREMENTS SUBGROUP

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 Summary 01 13 00 Delegated Design Requirements 01 21 00 Allowances Attachment: Allowance Expenditure Authorization Form 01 25 00 Substitution Procedures Attachment: Substitution Request Form 01 26 00 Contract Modif ication Procedures 01 29 00 Payment Procedures 01 31 00 Project Management and Coordination 01 31 06 Coordination Drawings 01 32 00 Construction Progress Documentation 01 32 33 Photographic Documentation 01 33 00 Submittal Procedures

00 01 10 - 2

Attachment: Electronic File Transfer Agreement Attachment: Submittal Transmittal Form 01 40 00 Quality Requirements 01 42 00 References 01 43 39 Mockup Requirements 01 45 33 Structural Testing and Special Inspection Services 01 50 00 Temporary Facilities and Controls 01 56 39 Temporary Tree and Plant Protection 01 57 20 Temporary Noise and Dust Mitigation 01 58 13 Temporary Project Identif ication Sign 01 60 00 Product Requirements 01 73 00 Execution 01 73 29 Cutting and Patching 01 74 19 Construction Waste Management and Disposal 01 77 00 Closeout Procedures 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents 01 79 00 Demonstration and Training

FACILITY CONSTRUCTION SUBGROUP

DIVISION 02 - EXISTING CONDITIONS

02 01 00 Sitework – General Requirements 02 41 16 Site Demolition 02 41 19 Selective Demolition

DIVISION 03 - CONCRETE

03 10 00 Concrete Forming and Accessories 03 20 00 Concrete Reinforcing 03 30 00 Cast-In-Place Concrete 03 35 43 Polished Concrete Finishing 03 41 00 Precast Structural Concrete 03 45 00 Precast Architectural Concrete 03 49 00 Glass-Fiber-Reinforced Concrete (GFRC)

DIVISION 04 - MASONRY

04 20 00 Unit Masonry

DIVISION 05 - METALS

05 12 00 Structural Steel Framing 05 31 00 Steel Decking 05 40 00 Cold-Formed Metal Framing 05 50 00 Metal Fabrications 05 51 13 Metal Pan Stairs 05 52 13 Pipe and Tube Railings 05 70 00 Decorative Metal

00 01 10 - 3

05 73 00 Decorative Metal Railings 05 73 13 Glazed Decorative Metal Railings

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry 06 16 00 Sheathing 06 41 13 Wood-Veneer-Faced Architectural Cabinets 06 41 16 Plastic-Laminate-Clad Architectural Cabinets 06 60 70 Decorative Plastic Fabrications 06 61 13 Cast Marble Tub and Shower Panel Systems

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 Bituminous Dampproofing 07 13 26 Self-Adhering Sheet Waterproofing 07 14 13 Hot Fluid-Applied Rubberized Asphalt Waterproofing 07 16 16 Crystalline Waterproofing 07 21 00 Thermal Insulation 07 24 25 Portland Cement Stucco 07 27 26 Fluid-Applied Membrane Air Barriers 07 42 13.13 Formed Metal Wall Panels 07 42 93 Soff it Panels 07 54 23 Thermoplastic Polyolef in (TPO) Roofing 07 62 00 Sheet Metal Flashing and Trim 07 71 00 Roof Specialties 07 71 29 Manufactured Roof Expansion Joints 07 72 73 Vegetated Roof Assemblies 07 81 00 Applied Fireproofing 07 81 23 Intumescent Fireproofing 07 82 00 Board Fire Protection 07 84 13 Penetration Firestopping 07 84 43 Joint Firestopping 07 92 00 Joint Sealants 07 92 19 Acoustical Joint Sealants 07 95 13.13 Interior Expansion Joint Cover Assemblies 07 95 13.16 Exterior Expansion Joint Cover Assemblies

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 08 14 16 Flush Wood Doors 08 31 13 Access Doors and Frames 08 33 23 Overhead Coiling Doors 08 33 26 Overhead Coiling Grilles 08 34 73.16 Wood Sound Control Door Assemblies 08 41 13 Aluminum-Framed Entrances and Storefronts 08 41 23 Fire Rated Entrances and Storefronts 08 44 23 Structural-Sealant-Glazed Curtain Walls 08 71 00 Door Hardware 08 80 00 Glazing

00 01 10 - 4

08 83 00 Mirrors 08 87 33 Decorative Films 08 88 13 Fire-Rated Glazing

DIVISION 09 - FINISHES

09 21 16.23 Gypsum Board Shaft Wall Assemblies 09 22 16 Non-Structural Metal Framing 09 29 00 Gypsum Board 09 30 13 Tiling 09 51 13 Acoustical Panel Ceilings 09 51 33 Metal Pan Ceilings 09 54 26 Suspended Wood Ceilings 09 64 66 Wood Athletic Flooring 09 65 13 Resilient Base and Accessories 09 65 19 Resilient Tile Flooring 09 65 66 Resilient Athletic Flooring 09 66 23 Resinous Matrix Terrazzo Flooring 09 67 23 Resinous Flooring 09 68 13 Tile Carpeting 09 72 00 Wall Coverings 09 77 63 Integrated Lighting Wall Panels 09 84 33 Sound-Absorbing Wall Units 09 84 36 Sound-Absorbing Ceiling Units 09 91 23 Interior Painting 09 96 00 High-Performance Coatings

DIVISION 10 - SPECIALTIES

10 11 00 Visual Display Units 10 12 00 Display Cases 10 14 16 Plaques 10 14 19 Dimensional Letter Signage 10 14 23.16 Room Identif ication Panel Signage 10 14 73 Painted Signage 10 21 13.14 Stainless-Steel Toilet Compartments 10 21 13.19 Plastic Toilet Compartments 10 21 23 Cubicle Curtains and Tracks 10 22 26 Operable Partitions 10 26 00 Wall and Door Protection 10 28 00 Toilet Accessories 10 44 13 Fire Protection Cabinets 10 44 16 Fire Extinguishers 10 51 13 Metal Lockers 10 51 23 Plastic-Laminate-Clad Lockers 10 56 13 Metal Storage Shelving 10 75 00 Flagpoles

DIVISION 11 - EQUIPMENT

11 06 60 LED Display Systems Schedule of Displays

00 01 10 - 5

11 13 13 Loading Dock Bumpers 11 13 16 Loading Dock Seals and Shelters 11 13 19 Stationary Loading Dock Equipment 11 31 00 Appliances 11 40 00 Foodservice Equipment 11 61 23 Folding and Portable Stages 11 61 43 House Reduction Curtains 11 61 45 Blackout and Vomitory Curtains 11 61 47 Half House Curtains 11 63 10 LED Display and Control System 11 63 50 Video Production System 11 66 23 Gymnasium Equipment 11 81 23.13 Roof Tie Backs

DIVISION 12 - FURNISHINGS

12 24 13 Roller Window Shades 12 36 61.16 Solid Surface Countertops & Fabrications 12 36 61.19 Quartz Agglomerate Countertops 12 48 13 Entrance Floor Mats and Frames 12 48 16 Entrance Floor Grilles 12 61 00 Fixed Audience Seating 12 62 16 Interlocking Furniture 12 66 00 Telescoping Stands

DIVISION 13 - SPECIAL CONSTRUCTION

Not Used

DIVISION 14 - CONVEYING EQUIPMENT

14 21 23.16 Machine Room-Less Electric Traction Passenger Elevators

VOLUME 2

FACILITY SERVICES SUBGROUP

DIVISION 21 - FIRE SUPPRESSION

21 05 13 Common Requirements for Fire Suppression Equipment 21 05 14 Closeout Documents for Fire Suppression Equipment 21 05 29 Hangers and Supports for Fire Suppression Piping 21 13 15 Fire Suppression Piping 21 31 10 Fire Pump System

DIVISION 22 - PLUMBING

22 05 13 Common Requirements for Plumbing Equipment 22 05 14 Closeout Documents for Plumbing 22 05 19 Meters and Gages for Plumbing Piping

00 01 10 - 6

22 05 23 General-Duty Valves for Plumbing Piping 22 05 29 Hangers & Supports for Plumbing Piping & Equipment 22 05 53 Identif ication for Plumbing Piping and Equipment 22 07 16 Plumbing Equipment 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 14 13 Facility Storm Drainage Piping 22 14 23 Facility Natural-Gas Piping 22 33 00 Electric, Domestic-Water Heaters 22 34 00 Fuel-Fired Domestic Water Heaters 22 40 00 Plumbing Fixtures

DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING

23 05 13 Common Requirements for HVAC Equipment 23 05 14 Closeout Document Requirements for HVAC 23 05 29 Hangers and Supports for HVAC Piping and Equipment 23 05 53 Identif ication for HVAC Piping and Equipment 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 07 16 HVAC Equipment Insulation 23 09 00 Instrumentation and Control for HVAC 23 21 13 Hydronic Piping 23 23 00 Refrigerant Piping 23 31 13 Metal Ducts 23 33 00 Air Duct Accessories 23 34 23 HVAC Power Ventilators 23 37 13 Diffusers, Registers, and Grilles 23 38 13 Commercial-Kitchen Hoods 23 41 00 Bi-Polar Ionization Units 23 74 16 Packaged, Large-Capacity, Rooftop Air-Conditioning Units 23 81 19 Self-Contained Air-Conditioners 23 81 26 Split-System Air-Conditioners 23 81 28 Variable Refrigerant Flow System (Heat Recovery) 23 82 40 Electric Heaters 23 84 18 100% Outdoor Air Units

DIVISION 25 - INTEGRATED AUTOMATION

NOT USED

DIVISION 26 - ELECTRICAL

26 05 00 Common Work Results for Electrical 26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceway and Boxes for Electrical Systems 26 05 36 Cable Trays for Electrical Systems 26 05 37 Cable Hook Support System

00 01 10 - 7

26 05 53 Identif ication for Electrical Systems 26 09 43 Building Lighting Controls 26 22 00 Low-Voltage Transformers 26 24 10 Service Entrance 26 24 13 Switchboards 26 24 16 Panelboards 26 24 19 Motor-Control 26 27 26 Wiring Devices 26 28 13 Fuses 26 28 16 Enclosed Switches and Circuit Breakers 26 32 13 Engine Generators 26 36 00 Transfer Switches 26 51 00 Interior Lighting 26 53 19 Emergency Responder Radio Antenna Repeater System 26 56 68 Sports Floodlighting 26 59 00 Architectural Lighting Controls

DIVISION 27 - COMMUNICATIONS

27 05 00 Common Work Results for Communications 27 13 01 Voice and Data Communication Cabling 27 13 43 Distributed Television Systems 27 41 16 Integrated Audio-Video Systems & Equipment 27 41 43 Installation of Television Displays & Mounts 27 51 23 Educational Intercommunications and Program Systems 27 60 00 Broadcast Cabling

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 00 Common Work Results for Electronic Safety and Security 28 13 00 Security Access 28 16 00 Intrusion Detection System 28 23 00 Video Surveillance 28 31 10 Fire Alarm System

SITE AND INFRASTRUCTURE SUBGROUP

DIVISION 31 - EARTHWORK

31 10 00 Site Clearing 31 20 00 Earth Moving 31 23 19 Dewatering 31 25 00 Erosion Sedimentation and Pollution Control 31 31 16 Termite Control 31 50 00 Excavation Support and Protection

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 16 Asphalt Paving 32 13 13 Concrete Paving

00 01 10 - 8

32 13 16 Decorative Concrete Paving 32 13 73 Concrete Paving Joint Sealants 32 14 00 Unit Paving 32 15 40 Stone Surfacing 32 17 13 Parking Bumpers 32 17 23 Pavement Markings 32 18 13 Synthetic Grass Surfacing 32 31 16 Welded Wire Fences and Gates 32 33 00 Site Furnishings 32 84 00 Irrigation 32 91 15 Soil Preparation (Performance Specif ication) 32 93 00 Plants

DIVISION 33 - UTILITIES

33 05 00 Common Work Results for Utilities 33 10 00 Water Distribution 33 41 00 Storm Drainage 33 46 00 Subdrainage 33 70 00 Site Sanitary Sewers

END OF TABLE OF CONTENTS

27 February 2023

COMMON REQUIREMENTS FOR FIRE SUPPRESSION EQUIPMENT

21 05 13 - 1

SECTION 21 05 13

COMMON REQUIREMENTS FOR FIRE SUPPRESSION EQUIPMENT

PART 1 - GENERAL

1.1 RELATED WORK

A. All Division 21 sections.

1.2 WORK SEQUENCE

A. Install piping, equipment and accessories as construction progresses so cutting and patching of new construction will not be required. See also paragraph "Sequencing and

Scheduling" herein.

1.3 SUBMITTALS

A. Provide submittals in accordance with Section 01 33 00 - Submittal Procedures.

B. Submittal data containing manufacturer’s data shall be sent to the Architect, Engineer and Owner for review.

C. Electronic submittal data shall be assembled in Adobe Acrobat’s Portable Data Format

(PDF) for review.

D. Electronic submittal data shall be assembled in one (1) complete PDF file and shall include an index sheet (TOC) listing each submittal item by specification number and its content. Each file shall also be organized with “Bookmarks” of each section.

Submittals that do not have each submittal item referenced by “Bookmarks” shall be rejected.

E. All electronic submittal data for a trade shall be submitted at one time except as noted herein.

F. Data not submitted shall have a statement explaining why the data was not submitted.

G. Submittals not conforming to any of the above requirements shall be rejected.

H. The contractor shall go to each specification section to determine all technical information/data required and organize information/data using tabs for major headings as follows:

1. Section 21 05 29 - Hangers and Supports for Fire Suppression Piping

a. Upper attachments

b. Pipe attachment (hangers and clamps)

c. Lower pipe supports

21 05 13 - 2

2. Section 21 13 15 - Fire Suppression Piping

a. Sprinklers

b. Valves

c. Piping Materials List (Manufacturer's data sheets are not required)

d. Alarm Valves

e. Groove Couplings

f. Flow Switches

g. Supervisory Switches

h. Working Drawings

i. Sprinkler Contractor's Certificate of Competency and proof of 3 years of practice.

3. Section 213110 - Fire Pump System

a. Fire Pump

b. Jockey Pump

c. Controllers

I. Manufacturer's data sheets shall be marked to clearly indicate the manufacturer, model number, size, color, accessories, required clearances, field connection details, weight loading, electrical characteristics, capacities, etc. being submitted. Submittals shall only include the products relevant to this specific project. Submittals shall not include other products produced by the manufacturer which are not specified on this project. Submittals containing several products on the same sheet shall have an arrow or other marker to identify the specific product submitted. Also, submittals for a single product that have options shall have an arrow or other marker to identify that the specified options are being provided. Submittals that include products not specified for this project, or that include several products on one sheet without being marked, or that do not show options selected shall be rejected. Variations from specifications shall be explained. Submittal preparer's name and telephone number shall be listed on the index sheet.

J. Piping Submittals: Submittal data required for piping systems shall consist of a single sheet of paper with the type of piping systems on this project, and the corresponding piping the contractor intends to provide. For example: “Sprinkler Piping Above Grade

– Schedule 40 black steel.” Contractor shall not submit manufacture’s data sheets on piping.

K. Review, Corrections, or Comments made on the Submittals do not relieve the

Contractor from compliance with the requirements of the Drawings, Specifications and

Addenda (Contract Documents). By entering into this Contract, the Contractor agrees that the purpose of submittals is to demonstrate to the Engineer that the Contractor understands the design concept and that he demonstrates his understanding by indicating which equipment and material he intends to furnish and install and use.

Review of shop drawing will be general only for basic conformance with the design concept. The review of such drawings, schedules or cuts shall not relieve the

Contractor from the responsibility for correcting all errors of any sort contained in the submittals. The Contractor is responsible for confirming and correlating all quantities and dimensions; selecting proper fabrication processes, construction methods and installation techniques; coordinating this work with that of all other trades; and performing all work in a safe, workmanlike and satisfactory manner.

21 05 13 - 3

L. Below are the submittal item codes that will be used when reviewing the submittal data. These codes show up on the "Submittal Review" sheet. Only one copy of the submittal review sheet is returned upon completion of the review for each trade.

1. RNE - Reviewed, No Exceptions Noted

a. Indicates the information provided has been reviewed and no exceptions are taken. Contractor must still comply with the contract documents.

b. No corrective action required at this time.

2. FNC - Furnish with Noted Corrections

a. Indicates the contractor shall insure that all necessary or noted corrections are incorporated into equipment furnished to the project.

b. Contractor shall incorporate items requested in review comments, but re-submittal not required.

3. RES - Revise and Resubmit

a. Indicates item is not presently acceptable as submitted, but may be accepted provided additional information and/or changes are made.

b. Contractor shall revise and resubmit item to Engineer with additional information indicating compliance with Contract Documents prior to proceeding with work.

4. PSD - Provide Submittal Data

a. Indicates submittal data was not provided for this item or section.

b. Contractor shall provide submittal data meeting the explicit requirements of the plans, specifications, and all addenda.

M. Shop drawings and data submittals for materials requiring extra long delivery time shall be submitted for approval as soon as possible after execution of contract. All items shall be submitted for approval in a timely manner (prior to other submittals if necessary) so they may be properly incorporated in the building's structure. Allow a minimum of three weeks for review. No substitutions of materials or extensions of contract time will be allowed for Contractors failure to submit or order such materials sufficiently in advance of the work.

1.4 REGULATORY REQUIREMENTS

A. All work installed under Division 21 shall conform to the current adopted Edition of

Building/Mechanical Codes and their appropriate amendments:

1. Life Safety Code, NFPA 101

2. International Building Code with Georgia Amendments

3. Installation of Sprinkler Systems, NFPA 13

4. City of Morrow and Clayton County Codes

5. Requirements of the State of Georgia Fire Marshall's Office.

B. Obtain and pay for all permits, and request inspections from all authorities having jurisdiction, in a timely manner.

21 05 13 - 4

C. Materials and Equipment included in Underwriter's Label Service shall bear that label.

Electrical equipment shall be UL approved as installed, and bear the UL label, unless noted otherwise herein.

D. Where requirements of these specifications differ from specified codes and ordinances, conform to the more stringent requirements.

1.5 PROJECT/SITE CONDITIONS

A. Install Work in locations shown on Drawings, unless prevented by Project conditions.

Shift or relocate equipment or systems to avoid conflicts with other trades.

Modifications to the work required to accommodate project conditions encountered in the field shall be made at no additional cost to the contract.

B. Prepare drawings showing proposed rearrangement of Work to meet Project conditions, including changes to Work specified in other Sections. Obtain permission of Architect/Engineer before proceeding.

C. Install items so that there are no obstructions (e.g., pipes, conduits, etc.) blocking service panels of the equipment, or preventing the removal of the equipment.

1.6 SEQUENCING AND SCHEDULING

A. Contractor shall coordinate work so as to avoid conflicts with other work in progress.

B. Work shall progress in a manner that will not interfere with other trades. The Division

21 Contractor shall have coordination meetings with all other Contractors to ensure that all systems installed in "share areas" (e.g. ceiling plenums, mechanical rooms, etc.) are coordinated and installed to insure proper fit and access. All costs required for the coordination of the work between trades shall be borne solely by the

Contractor.

C. Contractor shall provide confirmation letters from the factory (not from the contractor) to the Owner that long lead items have been ordered. Long lead items are defined as items having longer than six week fabrication schedules. See Division 1 - Summary, for additional requirements.

D. Phasing: Contractor shall conform to phasing plans as stated in the Architectural contract documents.

1.7 ACCEPTABLE PRODUCTS

A. Basis of Design: Model numbers indicated herein or shown on the drawings are the

Basis of Design and are based on the most recent literature provided to the Engineer from the Manufacturer's Representative. The Contractor may substitute equal and approved equipment from the basis of design manufacturer or manufacturers listed in this specification (or set forth in an addendum) provided said equipment has all features which are inherent with the "Basis of Design" equipment, meets all requirements of the plans and specifications, has like electrical characteristics (e.g., same voltage, phase, ampacity/fusing/circuit breaker requirements, single or multiple

21 05 13 - 5 points of connection as indicated on the electrical drawings), and will properly fit in the available spaces in the building. If the Contractor chooses to provide equipment which meets all of the aforementioned requirements, but has different characteristics, from that shown on the Contract Electrical Drawings, he shall bear all costs associated with that substitution. Electrical costs include, but are not limited to materials

(breakers, fuses, disconnects, wiring, conduits, panels, starters, contactors, and the like) installation costs and re-engineering. All electrical connections shall be coordinated with the Engineer and with the electrical subcontractor. Other costs may include, but are not limited to, additional structural support for heavier equipment than basis of design.

B. Prior Approval: Substitutions of specified items and prior approvals of other manufacturers will not be considered.

C. Acceptable Products: Where a manufacturer has been listed as being acceptable in the various specification sections (or addenda) hereinafter for a certain product, it shall be understood that the manufacturer has been approved as being capable of producing this product. This does not necessarily constitute approval of their standard product.

The manufacturer's product shall still comply with all of the requirements and standards of this specification and not necessarily their standard specification, to the extent that it might require special custom manufacture to meet the requirements and standards of this specification, the requirements of the drawings and the inherent features of the "Basis of Design". Submitted products, not complying with the explicit requirement of these specifications and drawings and with the features of the "Basis of

Design" will be rejected even if their manufacturer is listed in the specifications.

1.8 DRAWINGS

A. General: Both the drawings and specifications shall be considered supplemental to one another so that materials and labor required by one but not the other shall be supplied and installed as though specifically called for by both. Where drawings and specification conflict, Contractor shall conform to the more stringent or costly of the two requirements.

B. Scaling: The drawings are diagrammatic only and show generally the location of the equipment, ducts and pipes but are not to be scaled. All dimensions shall be verified at the building site. Prefabrication of work from the drawings shall be at the

Contractor's risk.

1.9 SPACE CONDITIONS AND SERVICE CLEARANCE

A. All equipment and materials shall fit into the available spaces in the building and must be introduced into the building so as not to cause damage to the structure. All equipment normally requiring service shall be made readily accessible by not locating it above (behind, etc.) piping, ductwork, conduit or other systems. Contractor shall also provide access by means of access panels, doors, etc. to be provided under this section of specifications where required or specified. Provide sufficient space to allow service (e.g. filter removal) of all equipment. Coordinate with all trades to insure accessibility and service of all equipment. Equipment located above lift out ceilings

21 05 13 - 6 shall be considered to be accessible. Equipment located above hard (unremovable) ceilings shall be considered to be unaccessible and access panels shall be provided as specified herein.

B. The contractor shall be responsible for verifying that the particular manufacturer's equipment that he chooses will fit in the available space, and shall verify (prior to submitting equipment) that the service clearances that the manufacturer requires are available, and shall not submit equipment that will not allow the manufacturer's service clearances. During construction, the contractor shall install the equipment such that the manufacturer's service clearances are provided by reading the installation instructions. The contractors shall bear all costs associated with providing equipment that requires service clearances different from the basis of design equipment. If the manufacturer's service clearances are not provided, the contractor shall remove the equipment and provide equipment with service clearances equal to the basis of design equipment. The contractor shall submit a detailed sketch and description of any modifications to install the particular manufacturer's equipment that he chooses, to demonstrate that the equipment will fit and have the manufacturer's service clearances. The sketch is not submitted for review or approval or for confirmation that it is correct, only to certify that the contractor has completely considered the installation of substitute equipment.

1.10 MOISTURE INTEGRITY

A. Roof: All roof penetrations shall be watertight and comply with the roof manufacturer's requirements and recommendations so as to be covered by the roof

"Bond". All roof penetrations shall be made inside roof curbs (conforming to the requirements of Division 21 - Hangers and Supports for Fire Suppression Piping. Pitch pockets are not acceptable.

B. Wall: All wall penetrations shall be sealed and caulked watertight.

1.11 NOISE AND VIBRATION

A. When in operation, all systems included in this section of specifications shall be free from objectionable or abnormal noise and vibration. See Division 21 - Hangers And

Supports for Fire Suppression Piping for specific vibration isolation requirements.

1.12 PROTECTION OF MATERIALS AND EQUIPMENT

A. Delivery, Storage and Handling: Deliver products to site in factory-fabricated protective containers, with (where appropriate) factory-installed shipping skids and lifting lugs. Store in clean, dry place and protect from weather and construction traffic. Handle carefully to avoid damage to components, enclosures, and finish.

21 05 13 - 7

B. During Construction: Pipe openings shall be closed with caps or plugs. All equipment and material shall be stored in accordance with manufacturer's recommendations. No equipment, piping, or materials shall be stored inside or outside the building unless it is properly protected from the weather. The Engineer reserves the right to reject any items furnished under Division 21 which have been damaged or are not in "like-new" condition.

C. Suspended Equipment and Suspended Piping: Installation of suspended materials in areas where the roof is not "dried in" is only acceptable if the Contractor wraps suspended equipment and piping on three sides with a minimum 4 mil thickness polyethylene taped to the bottom of the equipment and piping. Polyethylene covering is required to protect from the weather, water, dirt, roof tar, concrete, etc.

D. Non-Suspended Equipment and Piping: Contractor is required to wrap equipment and piping that is not suspended with two layers of 4 mil polyethylene.

E. Prior to Final Construction Review: All materials and equipment shall be cleaned.

Chipped or scraped paint shall be retouched to match. All dents and sags in equipment casings shall be straightened or replaced.

F. Equipment Painting: Equipment which has been damaged beyond the point of retouching or has been retouched not to match the original finish shall be repainted in accordance with Division 9 - Painting.

1.13 ELECTRICAL

A. General: Motors, controls, relays and switches required for proper operation of equipment covered under this section shall be furnished and installed under this division of the specifications.

B. Wiring: All control and interlock wiring shall be furnished and installed under Divisions

21 - Fire Protection. Power wiring through the disconnect and starter and to the motor shall be furnished and installed under Electrical Section. All control wiring and conduit shall conform to the material and installation requirements of Division 26.

C. Electrical Connections: Voltage, phase, ampacity and connection arrangement (e.g.

single or multiple point) of each item of electrically driven equipment provided under this section of specifications shall conform to that shown on the Electrical drawings.

Two speed motor winding arrangement shall match the starter type specified by

Division 26.

D. Electrical Characteristics: The horsepowers, voltages and phases shown on the drawings and specified herein, are the estimated power requirements of all equipment furnished herein and is the basis of the design shown on the electrical drawings. If the Contractor provides equipment from the "Basis of Design" manufacturer or from other approved manufacturers with larger horsepowers, different voltages, different phases or ampacity, he shall coordinate with other trades to provide any additional wiring, circuitry, starters, breakers, transformers, etc., as required at no additional cost to the Contract.

21 05 13 - 8

1.14 PAINTING

A. All bare steel piping, pipe hangers, supports and miscellaneous metal exposed to view provided under this section of specifications, shall be cleaned and painted under the

Architectural painting section of the specifications. Supports, hangers and accessories exposed to view shall not be electroplated, in order to allow them to be painted. All bare steel piping, pipe hangers, supports and miscellaneous metal in the mechanical room(s) shall be cleaned and painted under the Architectural Painting Section of the specifications. In the event that there is no Architectural painting section, painting shall be done under this division of the specifications in accordance with the requirement of ANSI A13.1.81.

1.15 CLEANING

A. The Contractor shall maintain the site reasonably clean and free of excessive debris and leftover materials at all times. All trash and debris shall be hauled from the job site on a daily basis for disposal. Prior to testing and adjusting, equipment shall be clean and free of any construction debris and litter.

B. Contractor shall meet all contractual requirements as related to site cleanliness including dust control.

1.16 HAZARDOUS MATERIAL ALERT FOR NEW MATERIALS

A. Contract Materials which are scheduled to be incorporated into the work under this

Contract shall first either be certified by the Manufacturer to be free of hazardous materials or be inspected and tested by accredited laboratories and certified to be free of hazardous material content (e.g. Asbestos, PCBs, lead, etc.) in accordance with

OSHA, EPA and AHERA Rules (and 1982 School Rules).

1.17 ACCESS PANELS

A. Some fire protection systems may be made inaccessible by the installation of "hard" ceilings or by walls above the ceiling. See the finish schedule and the floor plans

(architectural drawings) for the location of all "hard" ceilings and walls which extend above the ceiling. Provide access panels in these ceilings or walls (and any other locations where fire protection items are made inaccessible by ceilings or walls) for access to fire protection equipment and items requiring access above these ceilings.

B. For all access panels in gyp board and masonry, provide in accordance with specification Division 8 - Access Doors and Frames.

C. For all access panels in masonry, construction shall be as follows: Panels shall be sized as required for proper access and removal of the equipment but as a minimum shall be 18" x 18". Access panels shall have concealed continuous hinge, flush (not recessed) door, 14 gauge galvanized steel frame with prime coated finish, with pre-drilled anchor holes in corners, 1/4 turn flush mounted screwdriver operated latch(es)

21 05 13 - 9

(on maximum 8" centers) and 14 gauge steel door with prime coated finish and rounded corners. Entire panel shall be painted to match ceiling or wall. Provide fire-rated access panel where required. Access panels shall be manufactured by Venco

Products, Inc., Elmdor or Cesco.

1.18 STRUCTURAL COORDINATION

A. The party responsible for the installation of the system furnished under Division 21 shall provide the General Contractor with the weight of all fire protection equipment and piping and the exact location. General Contractor shall then insure all structural members are properly sized and all fire protection penetrations are properly framed to support the full perimeter of the equipment. See also paragraph "Acceptable

Products".

END OF SECTION

21 05 13 - 10

THIS PAGE INTENTIONALLY LEFT BLANK

CLOSEOUT DOCUMENTS FOR FIRE SUPPRESSION EQUIPMENT

21 05 14 - 1

SECTION 21 05 14

CLOSEOUT DOCUMENTS FOR FIRE SUPPRESSION EQUIPMENT

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Fire protection closeout document requirements which are specifically applicable to all

Division 21 Sections, in addition to the requirements of Division 1 - General

Requirements.

B. Record Document Submittals "As-Builts".

C. Contractor Guarantee.

D. Manufacturer Warranties.

E. Operating Instructions and Training.

F. Operation and Maintenance (O&M) Manuals.

G. O&M Instruction Form.

H. Spare Parts.

1.2 RELATED WORK

A. All Division 21 sections.

1.3 RECORD DOCUMENT SUBMITTALS

A. The contractor shall be required to maintain a clean, undamaged set of blue or black line white prints of contract drawings and shop drawings.

B. The contractor shall mark the set to show the actual installation where the installation varies substantially from the work as originally shown. Mark whichever drawing is most capable of showing conditions fully and accurately; where Shop Drawings are used, record a cross-reference at the corresponding location on the Contract

Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date.

1. Mark record sets with red erasable pencil; use other colors to distinguish between variations in separate categories of the work.

2. Mark new information that is important but was not shown on Contract

Drawings or Shop Drawings.

3. Note related Change Order numbers where applicable.

4. Organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates and other identification on the cover of each set.

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5. "As-builts" shall be submitted to the architect/engineer for review of the mechanical, plumbing and fire protection as installed upon completion of the work. Changes on "as-builts" are to be shown using standard engineering drafting practices. Freehand drawn changes will not be accepted.

1.4 CONTRACTOR GUARANTEE

A. All equipment and materials furnished (and/or installed under this section) and all work performed under this section of specifications, shall be guaranteed to be free of defective materials and workmanship for a period of one year (unless a longer period is specified elsewhere) after date of substantial completion. Upon notice of failure of any part of the guaranteed equipment during the guarantee period, the affected part or parts shall be promptly replaced with new parts by the Contractor at no additional cost to the Owner. All labor required to perform guarantee shall be included as part of the complete guarantee warranty.

1.5 MANUFACTURER'S WARRANTIES

A. Provide as a minimum a one (1) year manufacturer's equipment warranty against defective components for each piece of equipment and its components installed under their respective specification section prior to final inspection in accordance with each of the trades listed below. Equipment warranties shall commence on the date of

Substantial Completion as established in the Certificate of Substantial Completion issued by the Architect. Contractor shall note that there may be more than one certificate of Substantial Completion and date of Substantial Completion for this contract. Any parts which fail during the first year shall be replaced by the Contractor at no additional cost to the Owner.

B. Fire Protection: Each piece of equipment and its components furnished shall carry a minimum one (1) year warranty for replacement of parts and the labor required to complete such warranty work.

1.6 OPERATING INSTRUCTIONS AND TRAINING

A. Instructions: Instruct operating personnel as required (but a minimum of 8 hours) in operation and maintenance of all systems included in this Division (21) of the specifications. In addition, there shall be the quantity of dedicated instruction for certain specific pieces of equipment as specified in the individual specification sections herein. Provide signed O & M Instruction Verification Form as specified in later paragraph certifying instructions have been received.

B. Training: See each specification section for specific training requirements.

1.7 OPERATING AND MAINTENANCE (O&M) MANUALS

A. Operating and maintenance manuals shall comply with Division 1 - Operation and

Maintenance Data.

B. One bound and indexed Operating and Maintenance Manuals and one electronic copy

(PDF format) shall be prepared by the Contractor and be submitted for approval prior to delivery to operating personnel. Binder shall be 3-ring commercial grade, complete with inside storage pockets, sheet protectors, spine and front cover labels.

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C. Each Manual shall contain the following information, data and drawings. The exact format and order of the following information shall comply with Division 1 requirements. If no Division 1 requirement exist, format and order shall be as listed below.

1. List of Contents. Insert under clear front cover of binder.

2. Contractors one (1) year guarantee.

3. Manufacturer's equipment warranties (provide a warranty for each piece of equipment).

4. Copy of O & M Instruction Form showing Contractor has instructed designated personnel in the proper operation of all Division 21 systems.

5. Installation, operating and maintenance instructions for each item of equipment. Provide trouble shooting checklist guide.

6. Manufacturer's list of renewal parts for each item of equipment with recommended stock items and quantities indicated.

7. Copy of approved submittals, shop drawings showing layouts and construction details.

1.8 O & M INSTRUCTION FORM

A. Contractor shall provide instruction to operating personnel for the minimum hours specified in each specification section.

B. Contractor shall coordinate a schedule of startup/operation and maintenance instruction meetings between the Owner's representatives, various subcontractors and manufacturer's representatives. Submit the following completed form. Some representative systems and equipment are included in the form below, but contractor shall customize the form based on the specific systems and equipment on this project.

OPERATIONAL INSTRUCTION VERIFICATION FORM

Operation and maintenance procedures for major systems and equipment were thoroughly explained to the Representatives as follows:

Equipment Item Date Instruction

Received

Owner's Representative

Name (printed)

Owner Representative

Initial or Signature

FIRE PROTECTION

Description of the complete system and all its components

"I certify that the operation and maintenance procedures of all the major fire protection systems have been thoroughly explained to the Owner’s Representative."

Company:

Name:

Title:

Signature:

Date:

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1.9 EXTRA MATERIALS AND SPARE PARTS

A. The contractor shall submit a form similar to the one below with a listing of all the spare parts including a description and quantity of each part to the owner for the owner to sign indicating receipt of said parts. Contractor shall also include their company name, date and signature as outlined below.

TRANSFER OF EXTRA MATERIALS AND SPARE PARTS

Spec Section Total Quantity Received

Owner's Rep. Initials

Date Received

FIRE PROTECTION

Provide extra sprinklers for each zone under provisions of NFPA 13. Spare sprinklers of all types and ratings within each system shall be provided.

Provide suitable wrenches for each sprinkler type.

Provide sufficient size and number of metal storage cabinets for proper storage of spare sprinklers for each zone and install at each riser location. Each riser (system) shall have its own spare sprinkler cabinet to store extra sprinklers required for that system

"I certify that the above list of spare parts and materials have been turned over to the Owners Representative."

Company:

Name:

Title:

Signature:

Date:

HANGERS AND SUPPORTS FOR FIRE SUPPRESSION PIPING

21 05 29 - 1

SECTION 21 05 29

HANGERS AND SUPPORTS FOR FIRE SUPPRESSION PIPING

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following hangers, supports and accessories for mechanical system piping and equipment:

1. Coatings

2. Upper attachments

3. Pipe attachment (hangers and clamps)

4. Lower pipe supports

5. Metal Framing Channel

6. Hanger Rods

7. Sleeves

1.2 PERFORMANCE REQUIREMENTS

A. All supports utilized under Division 21 shall meet the sizing criteria specified herein.

No support shall be loaded to more than 20% of its yield strength (thereby providing a safety factor of 5). All support sizes specified herein (for hanger rods, trapeze hangers, pipe attachments, etc.) are minimum sizes required. Contractor shall utilize larger size supports where actual loads dictate a larger support.

1.3 SUBMITTALS

A. Submit product data under provisions of Division 21 - Common Requirements for Fire

Suppression Equipment.

B. Submit product data on upper attachments, pipe attachments, lower pipe supports, metal framing channel, and vibration isolators.

1.4 WELDING REQUIREMENTS

A. Welding Requirements: All welding performed to support Mechanical piping and equipment shall comply with AWS D1.1, "Structural Welding Code - Steel”. Welders shall be qualified per AWS and welding certificates shall be posted at the jobsite.

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1.5 COATINGS

A. All supports for piping and equipment, hangers and accessories, including but not limited to bolts, nuts, washers, rods, beam clamps, etc. shall be galvanized, except as indicated in the following paragraphs.

PART 2 - PRODUCTS

2.1 UPPER ATTACHMENT

A. Poured in Place Concrete: Contractor may install concrete inserts or drill concrete anchors. Inserts shall be:

1. B-Line: B 2500

2. C&P: 75

3. Anvil: 281

4. Erico/Michigan: 355

5. PHD: 950, 951

B. Concrete Anchors: Anchors shall be expansion "drop-in" type with an actual load less than 1/3 the manufacturers listed allowable working load for tension in 2,000 psi concrete. Anchors shall be installed in drilled holes per manufacturer's recommendations. Approved manufacturers:

1. Hilti: 5490000

2. Red Head: RM-Multi-Set II

3. Rawl: 6300 Drop-In

C. Steel Beams:

1. Piping 2" and smaller: Malleable Iron C-Clamp with Lock Nut.

a. B-Line: B 3033 or B3034

b. C&P: 192

c. Anvil: 94

d. Erico/Michigan: 280

e. PHD: 350 or 360

f. FNW: 7203 or 7204

2. Piping 2-1/2" and larger: Malleable Iron Beam Clamp.

a. B-Line: B 3054

b. C&P: 82

c. Anvil: 218

d. Erico/Michigan: 360

e. PHD: 630 w/25

f. FNW

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D. Steel Bar Joist: Malleable Iron C-Clamp with Lock Nut.

1. B-Line: B 3033 or B3034

2. C&P: 192

3. Anvil: 94

4. Erico/Michigan: 280

5. PHD: 350 or 360

6. FNW: 7203 or 7204

2.2 PIPE ATTACHMENT

A. Steel Pipe Hangers: Size steel pipe hangers to fit the piping.

1. For Pipe Sizes 2" and Smaller:

a. B-Line: B3170

b. C&P: 800

c. Anvil: 70

d. Erico/Michigan: 100

e. PHD: 151

2. For Pipe Sizes 2-1/2" and Larger

a. B-Line: B3100

b. C&P: 100

c. Anvil: 260

d. Erico/Michigan: 400, 401

e. PHD: 450, 451

B. Vertical supports shall be:

1. Offset pipe clamp:

a. B-Line: B3148

b. C&P: 179

c. Anvil: 103

d. Erico/Michigan: 700

e. PHD: 535

2. Riser clamp:

a. Steel:

1) B-Line: B-3373

2) C&P: 126

3) Anvil: 2612

4) PHD: 500, 551

5) Erico/Michigan: 510

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2.3 LOWER PIPE SUPPORTS

A. Pipe Stand Supports:

1. Steel Pipe Saddle Support: Adjustable pipe saddle with factory installed threaded rod and adjustable hex nut. Threaded rod size shall be as determined by manufacturer, and maximum 8" long, and designed for insertion into base stand as scheduled herein. Saddle support shall be B-Line

Model B3096 or approved equal by C & P, Anvil, PHD or Erico/Michigan.

2. Steel Base Stand: Factory assembled steel base with pre-drilled holes for anchoring to floor, and with factory installed schedule 40 unthreaded steel pipe, sized to mate with steel pipe saddle support previously specified.

Height of pipe shall be determined by contractor. Steel bas stand shall be B-

Line Model 3088 or approved equal by C & P, Anvil, PHD or Erico/Michigan.

2.4 METAL FRAMING CHANNEL

A. Where possible and practical, piping shall be supported with trapeze hangers consisting of a metal framing system of channel, fittings, and hardware as defined in the Metal Framing Manufacturer's Association Standard Publication MFMA-1. Length of trapeze supports shall not exceed 4 feet unless contractor performs and submits calculations which indicate the channel is within the manufacturer's recommendations with a safety factor of 30% added to the load.

B. Vertical Pipe Supports: Where shown on the drawings, vertical routed piping shall be supported and/or stabilized by steel channel meeting the requirements for channel as specified herein.

C. Channel shall be constructed of 12 gauge steel. Nominal width shall be 1-5/8" x 1-

5/8" with a 9/16" wide and 7/8" long slot face opening, with slots on 2" centers.

Channel shall be pre-galvanized in accordance with ASTM A 653 G90, or have a factory applied electro-deposited epoxy finish.

D. Pipe clamps shall be sized as follows:

1. Non-insulated Steel Piping: Sized to fit piping.

E. Approved Manufacturers: B-Line Model B22SH, Elcen, Unistrut, and Superstrut by

Midland-Ross.

2.5 HANGER RODS

A. Steel Hanger Rods: Continuous threaded rod. Size as indicated in individual piping specification sections.

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B. Rods supporting trapeze hangers shall be 1/2" unless actual loads dictate a larger rod.

Rods supporting mechanical equipment shall be sized in accordance with the manufacturer’s installation instructions. If no size is given, rod size shall be minimum

3/8", unless actual load dictates a larger rod. No support shall be loaded to more than

20% of its yield strength (thereby providing a safety factor of 5).

C. Rod couplings shall be:

1. B-Line: B3220

2. C&P: 167

3. Anvil: 136, 136R

4. Erico/Michigan: 26

5. PHD: 100, 105

2.6 SLEEVES

A. Pipe Sleeves: Pipe sleeves thru floors shall be fabricated from schedule 10 (minimum) steel pipe, and shall extend 1 inch above floor. Pipe sleeves thru walls shall be fabricated from Schedule 10 (minimum) steel pipe and shall be flush with both sides of walls, unless noted otherwise on drawings.

PART 3 - EXECUTION

3.1 HANGER AND SUPPORT APPLICATIONS

A. Specific hanger and support spacing requirements are specified in Sections specifying piping systems and equipment.

B. Use galvanized hangers and supports for piping and equipment that will not have field-applied finish.

3.2 HANGER AND SUPPORT INSTALLATION

A. Steel Pipe Hanger Installation: Comply with MSS SP-69 and MSS SP-89. Install hangers, supports, clamps, and attachments as required to properly support piping from building structure.

B. Trapeze Pipe Hanger Installation: Comply with MSS SP-69 and MSS SP-89. Arrange for grouping of parallel runs of horizontal piping and support together on field-fabricated trapeze pipe hangers.

1. Pipes of Various Sizes: Support together and space trapezes for smallest pipe size or install intermediate supports for smaller diameter pipes as specified above for individual pipe hangers.

2. Field fabricate from ASTM A 36/A 36M, steel shapes selected for loads being supported. Weld steel according to AWS D1.1.

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C. Install hangers and supports complete with necessary inserts, bolts, rods, nuts, washers, and other accessories.

D. Install hangers and supports to allow controlled thermal and seismic movement of piping systems, to permit freedom of movement between pipe anchors, and to facilitate action of expansion joints, expansion loops, expansion bends, and similar units.

E. Install lateral bracing with pipe hangers and supports to prevent swaying.

F. Install building attachments within concrete slabs or attach to structural steel. Install additional attachments at concentrated loads, including valves, flanges, and strainers, 2½" and larger and at changes in direction of piping. Install concrete inserts before concrete is placed; fasten inserts to forms and install reinforcing bars through openings at top of inserts.

G. Load Distribution: Install hangers and supports so piping live and dead loads and stresses from movement will not be transmitted to connected equipment.

H. Pipe Slopes: Install hangers and supports to provide indicated pipe slopes and so maximum pipe deflections allowed by ASME B31.1 (for power piping) and ASME B31.9

(for building services piping) are not exceeded.

3.3 PIPE HANGER ADJUSTING

A. Hanger Adjustments: Adjust hangers to distribute loads equally on attachments and to achieve indicated slope of pipe. Trim excess length of continuous-thread hanger and support rods to 1-1/2 inches.

3.4 PAINTING

A. Touch Up: Cleaning and touchup painting of field welds, bolted connections, and abraded areas of shop paint on miscellaneous metal are specified in Division 9 -

Painting.

B. Galvanized Surfaces: Clean welds, bolted connections, and abraded areas and apply galvanizing-repair paint to comply with ASTM A 780.

C. In areas that are to be painted and also are exposed to view in public areas, supports for piping and equipment, hangers and accessories including but not limited to bolts, nuts, washers, rod, angle iron, beam clamps, etc.