st. albert the great university parish phases 2 & 3

PROJECT MANUAL

ST. ALBERT THE GREAT UNIVERSITY PARISH PHASES 2 & 3 RENOVATIONS HOUGHTON, MI

PROJECT NO. 7023-21-0010 DATE: August 17, 2021

Architects, Engineers & Planners:

424 Hancock Street Hancock, MI 49930

906.482.0535

906.482.6453 FAX

www.ohm-advisors.com

Jared Hyrkas, PE Project Manager 906.482.0535 [email protected] Ericka Malone, PE Civil Engineer 906.482.0535 [email protected] Michael Drewyor, PE Structural Engineer 906.370.2984 [email protected] Jennifer Breitmoser, AIA Project Architect 906.482.0535 [email protected] Tracie Williams, PE Mechanical Engineer 906.482.0535 [email protected] Louis Meyette, PE Electrical Engineer 906.482.0535 [email protected]

http://www.ohm-advisors.com/

mailto:[email protected]






TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS

Division

Section Title

Pages

DIVISION 00

-


00 11 13

ADVERTISEMENT FOR BIDS

2

00 21 13

INSTRUCTIONS TO BIDDERS

1

00 22 13

SUPPLEMENTARY INSTRUCTIONS TO BIDDERS

4

00 25 13

PREBID MEETINGS

2

00 26 00

PROCUREMENT SUBSTITUTION PROCEDURES

2

00 41 13

BID FORM - STIPULATED SUM (SINGLE-PRIME CONTRACT)

2

00 43 13

BID SECURITY FORMS

1

00 43 23

ALTERNATES FORM

2

HOLD HARMLESS AGREEMENT 1

STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR (A101)

8

EXHIBIT A TO STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR

4

GENERAL CONDITIONS OF THE CONTRACTOR FOR CONSTRUCTION (MODIFIED) (A201)

45

FINAL COMPLETION CHECKLIST 1

CERTIFICATE OF SUBSTANTIAL COMPLETION 1

GUARANTY 1

CONSENT OF SURETY TO FINAL PAYMENT 1

SWORN STATEMENT 2

PARTIAL UNCONDITIONAL WAIVER OF LIEN 1

FULL UNCONDITIONAL WAIVER OF LIEN 1

TECHNICAL SPECIFICATIONS

Division

Section Title

Pages

DIVISION 01

-

GENERAL REQUIREMENTS

01 10 00 SUMMARY 4

01 23 00

ALTERNATES

1

01 31 00

PROJECT MANAGEMENT AND COORDINATION

5

01 33 00

SUBMITTAL PROCEDURES

6

01 40 00

QUALITY REQUIREMENTS

5

01 73 00

EXECUTION

6

01 77 00

CLOSEOUT PROCEDURES

4

01 78 23

OPERATION AND MAINTENANCE DATA

5

01 78 39

PROJECT RECORD DOCUMENTS

2

DIVISION 02

-

EXISTING CONDITIONS

02 41 19

SELECTIVE DEMOLITION

3

DIVISION 06

-

WOOD, PLASTICS, AND COMPOSITES

06 10 00

ROUGH CARPENTRY

3

06 40 23

INTERIOR ARCHITECTURAL WOODWORK

4

DIVISION 07

-

THERMAL AND MOISTURE PROTECTION

07 92 00

JOINT SEALANTS

5

DIVISION 08

-

OPENINGS

08 14 16

FLUSH WOOD DOORS

4

08 71 00

DOOR HARDWARE

7

DIVISION 09

-

FINISHES

09 29 00

GYPSUM BOARD

3

09 30 13

CERAMIC TILING

3

09 51 13

ACOUSTICAL PANEL CEILINGS

2

09 65 13

RESILIENT BASE AND ACCESSORIES

5

09 65 19

RESILIENT TILE FLOORING

3

09 68 13

TILE CARPETING

3

09 91 23

INTERIOR PAINTING

3

DIVISION 10

-

SPECIALTIES

10 28 00

TOILET, BATH, AND LAUNDRY ACCESSORIES

2

DIVISION 12

-

FURNISHINGS

12 36 23.13

PLASTIC-LAMINATE-CLAD COUNTERTOPS

3

DIVISION 22

-

PLUMBING

22 05 17

SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

3

22 05 18

ESCUTCHEONS FOR PLUMBING PIPING

1

22 05 23.12

BALL VALVES FOR PLUMBING PIPING

5

22 05 29

HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

6

22 05 53

IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

3

22 07 19

PLUMBING PIPING INSULATION

6

22 11 16

DOMESTIC WATER PIPING

9

22 13 16

SANITARY WASTE AND VENT PIPING

5

22 42 13.13

COMMERCIAL WATER CLOSETS

3

22 42 13.16

COMMERCIAL URINALS

3

22 42 16.13

COMMERCIAL LAVATORIES

4

DIVISION 26

-

ELECTRICAL

26 05 19

LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

6

26 05 23

CONTROL-VOLTAGE ELECTRICAL POWER CABLES

5

26 05 26

GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

5

26 05 29

HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

4

26 05 33

RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

14

26 05 44

SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING

4

26 05 53

IDENTIFICATION FOR ELECTRICAL SYSTEMS

4

26 09 23

LIGHTING CONTROL DEVICES

7

26 09 43.16

ADDRESSABLE LUMINAIRE LIGHTING CONTROLS

5

26 27 26

WIRING DEVICES

6

26 28 16

ENCLOSED SWITCHES AND CIRCUIT BREAKERS

6

26 29 13.03

MANUAL AND MAGNETIC MOTOR CONTROLLERS

6

26 51 19

LED INTERIOR LIGHTING

6

DIVISION 27

-

COMMUNICATIONS

27 05 28

PATHWAYS FOR COMMUNICATIONS SYSTEMS

10

27 05 29

HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS

4

27 05 44

SLEEVES AND SLEEVE SEALS FOR COMMUNICATIONS PATHWAYS AND CABLING

5

27 05 53

IDENTIFICATION FOR COMMUNICATIONS SYSTEMS

4

27 15 13

COMMUNICATIONS COPPER HORIZONTAL CABLING

8

PR

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EN

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Table of Contents Generated by SpecBuilder: 8/17/2021

Division

Section Title

Pages

DIVISION 00

-


00 11 13

ADVERTISEMENT FOR BIDS

2

00 21 13

INSTRUCTIONS TO BIDDERS

1

00 22 13


4

00 25 13

PREBID MEETINGS

2

00 26 00


2

00 41 13


2

00 43 13

BID SECURITY FORMS

1

00 43 23

ALTERNATES FORM

2

St. Albert the Great University Parish Phases 2 and 3 Renovations OHM PROJECT #7023-21-0010

ADVERTISEMENT FOR BIDS 00 11 13 - Page 1 of 2

08/17/2021

DOCUMENT 00 11 13 - ADVERTISEMENT FOR BIDS

1.1 PROJECT INFORMATION

A. Notice to Bidders: Qualified bidders may submit bids for project as described in this Document. Submit bids according to the Instructions to Bidders.

B. Project Identification: St. Albert the Great Univesity Parish - Phases 2 and 3 Renovations. 1. Project Location: 411 MacInnes Drive, Houghton, Michigan 49931.

C. Owner: St. Albert the Great University Parish. 1. Owner's Representative: Father Ben Hasse.

D. Architect: OHM Advisors, 424 Hancock Street, Hancock, MI 49930.

E. Project shall be substantially complete by: August 12, 2022.

F. Project Description: Project consists of renovation of existing office spaces, restrooms, the social hall, and kitchen. Specific work consists of demolition of existing masonry and wood framed walls, doors, wall/floor/ceiling finishes, lighting, and affected HVAC and plumbing systems. New interior walls will be constructed to develop a new office area layout and new restrooms. The HVAC and electrical systems will be modified to accommodate the new layout. An existing first floor kitchen will be demolished and portions of the casework salvaged for reuse in the kitchenette serving the offices. The first floor kitchen will have all of the casework and countertops replaced and a small amount of new casework added. The existing lower level and stairs flooring contains asbestos, so coordination will be required with the asbestos removal contractor at the start of the lower level work. Alternates are requested for a new ADA restroom near the group restrooms on the lower level and for installing new finishes and fixtures in the group restrooms.

G. Construction Contract: Bids will be received for the following Work: 1. General Contract (all trades).

1.2 BID SUBMITTAL AND OPENING

A. Owner will receive sealed lump sum bids until the bid time and date at the location given below. Owner will consider or accept a bid received after the date and time specified for bid submission. Owner will consider bids prepared in compliance with the Instructions to Bidders issued by Owner, and delivered as follows: 1. Bid Date: September 30th, 2021. 2. Bid Time: 2:00 p.m., local time. 3. Location: St. Albert the Great University Parish,411 MacInnes Drive, Houghton, Michigan

49931.

B. Bids will be thereafter publicly opened and read aloud.

1.3 BID SECURITY

A. Each bid shall be accompanied by a certified check payable payable to the Owner or a satisfactory bid bond for 5 percent of the base bid.

B. No bids may be withdrawn for a period of 90 days after opening bids. Owner reserves the right to reject any and all bids and to waive informalities and irregularities.


ADVERTISEMENT FOR BIDS 00 11 13 - Page 2 of 2

08/17/2021

1.4 PREBID MEETING

A. Prebid Meeting: A mandatory Prebid Meeting for all prime bidders will be held at the project site (St. Al's Parish) on Monday, September 13, 2021 at 2:00 p.m.

1.5 DOCUMENTS

A. Electronic Procurement and Contracting Documents: To bid on this project and be considered a plan holder you MUST download the digital bidding documents from QuestCDN and pay the download delivery fee. Complete digital project bidding documents are available at www.questcnd.com. You must register for a free membership with QuestCDN and download the digital plan documents for $15.00 by inputting Quest Project #_________ or the OHM Advisors project #7023-21-0010 on the website's Project Search page. Please contact QuestCDN at 952-233-1632 or [email protected] for assistance in free membership registration, downloading, and working with this digital project information.,

B. Printed Procurement and Contracting Documents: Hardcopies of the documents are available from OHM Advisors for a $100.00 non-refundable handling fee by contacting Courtney Babcock at 906-482-0535 or at [email protected]@ohm-advisors.com.

1.6 TIME OF COMPLETION AND LIQUIDATED DAMAGES

A. Successful bidder may begin the Work on receipt of the Notice of Award. Work on the first floor (the office areas may be started once the Notice of Award has been received and upon a schedule approved by the Owner. Work on the lower level in the social hall, kitchen, and surrounding spaces shall not start until May 2, 2022. All work shall be substantially complete by August 12, 2022. Work is subject to liquidated damages.

END OF DOCUMENT 00 11 13



INSTRUCTIONS TO BIDDERS 00 21 13 - Page 1 of 1

08/17/2021

Copyright © 2021 by the American Institute of Architects. Warning: This AIA MasterSpec-based document is protected by U.S. Copyright Law and International Treaties. It was created by "OHM Advisors" for "St Albert the Great University Parish Phases 2 and 3 Renovations ". A valid, current MasterSpec license is required for editing and use of this document for any other project.(15172)

DOCUMENT 00 21 13 - INSTRUCTIONS TO BIDDERS

1.1 INSTRUCTIONS TO BIDDERS

A. AIA Document A701, "Instructions to Bidders," is hereby incorporated into the Procurement and Contracting Requirements by reference. 1. A copy of AIA Document A701, "Instructions to Bidders," is bound in this Project Manual.


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00 22 13 - Page 1 of 4 08/17/2021


DOCUMENT 00 22 13 - SUPPLEMENTARY INSTRUCTIONS TO BIDDERS

1.1 INSTRUCTIONS TO BIDDERS

A. Instructions to Bidders for Project consist of the following: 1. Division 00 - Procurement and Contracting Requirements. 2. AIA Document A701, "Instructions to Bidders ," a copy of which is bound in this Project

Manual. 3. The following Supplementary Instructions to Bidders that modify and add to the

requirements of the Instructions to Bidders.

1.2 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS, GENERAL

A. The following supplements modify AIA Document A701, "Instructions to Bidders." Where a portion of the Instructions to Bidders is modified or deleted by these Supplementary Instructions to Bidders, unaltered portions of the Instructions to Bidders shall remain in effect.

1.3 ARTICLE 2 - BIDDER'S REPRESENTATIONS

A. Add Section 2.1.3.1: 1. 2.1.3.1 - The Bidder has investigated all required fees, permits, and regulatory

requirements of authorities having jurisdiction and has properly included in the submitted bid the cost of such fees, permits, and requirements not otherwise indicated as provided by Owner.

B. Add Section 2.1.5: 1. 2.1.5 - The Bidder is a properly licensed Contractor according to the laws and regulations

of the State of Michigan and meets qualifications indicated in the Procurement and Contracting Documents.

C. Add Section 2.1.6: 1. 2.1.6 - The Bidder has incorporated into the Bid adequate sums for work performed by

installers whose qualifications meet those indicated in the Procurement and Contracting Documents.

1.4 ARTICLE 3 - BIDDING DOCUMENTS

A. 3.4 - Addenda: 1. Delete Section 3.4.3 and replace with the following:

a. 3.4.3 - Addenda may be issued at any time prior to the receipt of bids. 2. Add Section 3.4.4.1:

a. 3.4.4.1 - Owner may elect to waive the requirement for acknowledging receipt of 3.4.4 Addenda as follows: 1) 3.4.4.1.1 - Information received as part of the Bid indicates that the Bid, as

submitted, reflects modifications to the Procurement and Contracting Documents included in an unacknowledged Addendum.

2) 3.4.4.1.2 - Modifications to the Procurement and Contracting Documents in an unacknowledged Addendum do not, in the opinion of Owner, affect the Contract Sum or Contract Time.

1.5 ARTICLE 4 - BIDDING PROCEDURES

A. 4.1 - Preparation of Bids:



00 22 13 - Page 2 of 4 08/17/2021


1. Add Section 4.1.1.1: a. 4.1.1.1 - Printable electronic Bid Forms and related documents are available from

Architect . 2. Add Section 4.1.8:

a. 4.1.8 - The Bid shall include unit prices when called for by the Procurement and Contracting Documents. Owner may elect to consider unit prices in the determination of award. Unit prices will be incorporated into the Contract.

3. Add Section 4.1.9: a. 4.1.9 - Owner may elect to disqualify a bid due to failure to submit a bid in the form

requested, failure to bid requested alternates or unit prices, failure to complete entries in all blanks in the Bid Form, or inclusion by the Bidder of any alternates, conditions, limitations or provisions not called for.

4. Add Section 4.1.10: a. 4.1.10 - Bids shall include sales and use taxes. Contractors shall show separately

with each monthly payment application the sales and use taxes paid by them and their subcontractors in the form indicated. Reimbursement of sales and use taxes, if any, shall be applied for by Owner for the sole benefit of Owner.

B. 4.4 - Modification or Withdrawal of Bids: 1. Add the following sections to 4.4.2:

a. 4.4.2.1 - Such modifications to or withdrawal of a bid may only be made by persons authorized to act on behalf of the Bidder. Authorized persons are those so identified in the Bidder's corporate bylaws, specifically empowered by the Bidder's charter or similar legally binding document acceptable to Owner, or by a power of attorney, signed and dated, describing the scope and limitations of the power of attorney. Make such documentation available to Owner at the time of seeking modifications or withdrawal of the Bid.

b. 4.4.2.2 - Owner will consider modifications to a bid written on the sealed bid envelope by authorized persons when such modifications comply with the following: the modification is indicated by a percent or stated amount to be added to or deducted from the Bid; the amount of the Bid itself is not made known by the modification; a signature of the authorized person, along with the time and date of the modification, accompanies the modification. Completion of an unsealed bid form, awaiting final figures from the Bidder, does not require power of attorney due to the evidenced authorization of the Bidder implied by the circumstance of the completion and delivery of the Bid.

C. 4.5 - Break-Out Pricing Bid Supplement: 1. Add Section 4.5:

a. 4.5 - Provide detailed cost breakdowns no later than two business days following Architect's request.

1.6 ARTICLE 5 - CONSIDERATION OF BIDS

A. 5.2 - Rejection of Bids: 1. Add Section 5.2.1:

a. 5.2.1 - Owner reserves the right to reject a bid based on Owner's and Architect's evaluation of qualification information submitted following opening of bids. Owner's evaluation of the Bidder's qualifications will include: status of licensure and record of compliance with licensing requirements, record of quality of completed work, record of Project completion and ability to complete, record of financial management including financial resources available to complete Project and record of timely payment of obligations, record of Project site management including compliance with requirements of authorities having jurisdiction, record of and number of current



00 22 13 - Page 3 of 4 08/17/2021


claims and disputes and the status of their resolution, and qualifications of the Bidder's proposed Project staff and proposed subcontractors.

1.7 ARTICLE 6 - POSTBID INFORMATION

A. 6.1 - Contractor's Qualification Statement: 1. Add Section 6.1.1:

a. 6.1.1 - Submit Contractor's Qualification Statement no later than ten business days following Architect's request.

B. 6.3 - Submittals: 1. Add Section 6.3.1.4:

a. 6.3.1.4 - Submit information requested in Sections 6.3.1.1, 6.3.1.2, and 6.3.1.3 no later than ten business days following Architect's request.

C. 6.4 - Cost Breakdown 1. Add Section 6.4:

a. a. 6.4 – Bidders to whom award of Contract is under consideration shall submit to the Architect a detailed cost breakdown no later than 10 days after issues of a Notice of Award.

D. 6.5 - Construction Schedule: 1. Add Section 6.5:

a. a. 6.5 – Bidders to whom award of Contract is under consideration shall submit to the Architect a construction schedule no later than ten days after issuance of a Notice of Award.

1.8 ARTICLE 7 - PERFORMANCE BOND AND PAYMENT BOND

A. 7.1 - Bond Requirements: 1. Add Section 7.1.1.1:

a. 7.1.1.1 - Both a Performance Bond and a Payment Bond will be required, each in an amount equal to 100 percent of the Contract Sum.

B. 7.2 - Time of Delivery and Form of Bonds: 1. Delete the first sentence of Section 7.2.1 and insert the following:

a. The Bidder shall deliver the required bonds to Owner no later than 10 days after the date of Notice of Intent to Award and no later than the date of execution of the Contract, whichever occurs first. Owner may deem the failure of the Bidder to deliver required bonds within the period of time allowed a default.

2. Delete Section 7.2.3 and insert the following: a. 7.2.3 - Bonds shall be executed and be in force on the date of the execution of the

Contract.

1.9 ARTICLE 9 - EXECUTION OF THE CONTRACT

A. Add Article 9: 1. 9.1.1 - Subsequent to the Notice of Intent to Award, and within 10 days after the prescribed

Form of Agreement is presented to the Awardee for signature, the Awardee shall execute and deliver the Agreement to Owner through Architect , in such number of counterparts as Owner may require.

2. 9.1.2 - Owner may deem as a default the failure of the Awardee to execute the Contract and to supply the required bonds when the Agreement is presented for signature within the period of time allowed.



00 22 13 - Page 4 of 4 08/17/2021


3. 9.1.3 - Unless otherwise indicated in the Procurement and Contracting Documents or the executed Agreement, the date of commencement of the Work shall be the date of the executed Agreement.

4. 9.1.4 - In the event of a default, Owner may declare the amount of the Bid security forfeited and elect to either award the Contract to the next responsible bidder or re-advertise for bids.



PREBID MEETINGS 00 25 13 - Page 1 of 2

08/17/2021


DOCUMENT 00 25 13 - PREBID MEETINGS

1.1 PREBID MEETING

A. Architect will conduct a Prebid meeting as indicated below: 1. Meeting Date: Monday, September 13, 2021. 2. Meeting Time: 2:00 p.m. , local time. 3. Location: St. Albert the Great University Parish, 411 MacInnes Drive, Houghton,

Michigan 49931.

B. Attendance: 1. Prime Bidders: Attendance at Prebid meeting is mandatory. 2. Subcontractors: Attendance at Prebid meeting is recommended. 3. Notice: Bids will only be accepted from prime bidders represented on Prebid Meeting sign-

in sheet.

C. Bidder Questions: Submit written questions to be addressed at Prebid meeting minimum of two business days prior to meeting.

D. Agenda: Prebid meeting agenda will include review of topics that may affect proper preparation and submittal of bids, including the following: 1. Procurement and Contracting Requirements:

a. Advertisement for Bids. b. Instructions to Bidders. c. Bidder Qualifications. d. Bonding. e. Insurance. f. Bid Security. g. Bid Form and Attachments. h. Bid Submittal Requirements. i. Bid Submittal Checklist. j. Notice of Award.

2. Communication during Bidding Period: a. Obtaining documents. b. Access to Project Web site. c. Bidder's Requests for Information. d. Bidder's Substitution Request/Prior Approval Request. e. Addenda.

3. Contracting Requirements: a. Agreement. b. The General Conditions. c. The Supplementary Conditions. d. Other Owner requirements.

4. Construction Documents: a. Scopes of Work. b. Temporary Facilities. c. Use of Site. d. Work Restrictions. e. Alternates, Allowances, and Unit Prices. f. Substitutions following award.

5. Separate Contracts: a. Work by Owner. b. Work of Other Contracts.

6. Schedule: a. Project Schedule.


PREBID MEETINGS 00 25 13 - Page 2 of 2

08/17/2021


b. Contract Time. c. Liquidated Damages. d. Other Bidder Questions.

7. Site/facility visit or walkthrough. 8. Post-Meeting Addendum.




00 26 00 - Page 1 of 2 08/17/2021


DOCUMENT 00 26 00 - PROCUREMENT SUBSTITUTION PROCEDURES

1.1 DEFINITIONS

A. Procurement Substitution Requests: Requests for changes in products, materials, equipment, and methods of construction from those indicated in the Procurement and Contracting Documents, submitted prior to receipt of bids.

B. Substitution Requests: Requests for changes in products, materials, equipment, and methods of construction from those indicated in the Contract Documents, submitted following Contract award. See Section 01 25 00 "Substitution Procedures" for conditions under which Substitution requests will be considered following Contract award.

1.2 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

1.3 PROCUREMENT SUBSTITUTIONS

A. Procurement Substitutions, General: By submitting a bid, the Bidder represents that its bid is based on materials and equipment described in the Procurement and Contracting Documents, including Addenda. Bidders are encouraged to request approval of qualifying substitute materials and equipment when the Specifications Sections list materials and equipment by product or manufacturer name.

B. Procurement Substitution Requests will be received and considered by Owner when the following conditions are satisfied, as determined by Architect; otherwise requests will be returned without action: 1. Extensive revisions to the Contract Documents are not required. 2. Proposed changes are in keeping with the general intent of the Contract Documents,

including the level of quality of the Work represented by the requirements therein. 3. The request is fully documented and properly submitted.

1.4 SUBMITTALS

A. Procurement Substitution Request: Submit to Architect . Procurement Substitution Request must be made in writing by prime contract Bidder only in compliance with the following requirements: 1. Requests for substitution of materials and equipment will be considered if received no later

than 10 days prior to date of bid opening. 2. Submittal Format: Submit CSI Substitution Request Form 1.5C. 3. Documentation: Show compliance with requirements for substitution and the following as

applicable. a. Identify the product or the fabrication or installation method to be replaced in each

request. Include related Specifications Sections and drawing numbers. b. Provide complete documentation on both the product specified and the proposed

substitute, including the following information as appropriate: 1) Point-by-point comparison of specified and proposed substitute product data,

fabrication drawings, and installation procedures. 2) Copies of current, independent third-party test data of salient product or

system characteristics. 3) Samples where applicable or when requested by Architect.



00 26 00 - Page 2 of 2 08/17/2021


4) Detailed comparison of significant qualities of the proposed substitute with those of the Work specified. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.

5) Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.

6) Research reports, where applicable, evidencing compliance with building code in effect for Project, from ICC-ES .

7) Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate contractors, which will become necessary to accommodate the proposed substitute.

c. Provide certification by manufacturer that the substitute proposed is equal to or superior to that required by the Procurement and Contracting Documents, and that its in-place performance will be equal to or superior to the product or equipment specified in the application indicated.

d. Bidder, in submitting the Procurement Substitution Request, waives the right to additional payment or an extension of Contract Time because of the failure of the substitute to perform as represented in the Procurement Substitution Request.

B. Architect's Action: 1. Architect may request additional information or documentation necessary for evaluation of

the Procurement Substitution Request. Architect will notify all bidders of acceptance of the proposed substitute by means of an Addendum to the Procurement and Contracting Documents.

C. Architect's approval of a substitute during bidding does not relieve Contractor of the responsibility to submit required shop drawings and to comply with all other requirements of the Contract Documents.




00 41 13 - Page 1 of 2 08/17/2021


DOCUMENT 00 41 13 - BID FORM - STIPULATED SUM (SINGLE-PRIME CONTRACT)

1.1 BID INFORMATION

A. Bidder: ____________________________________________________.

B. Project Name: St Albert the Great University Parish Phases 2 and 3 Renovations .

C. Project Location: 411 MacInnes Drive, Houghton, Michigan, 49931.

D. Owner: St. Albert the Great University Parish .

E. Architect: OHM Advisors.

F. Architect Project Number: 7023-21-0010.

1.2 CERTIFICATIONS AND BASE BID

A. Base Bid, Single-Prime (All Trades) Contract: The undersigned Bidder, having carefully examined the Procurement and Contracting Requirements, Conditions of the Contract, Drawings, Specifications, and all subsequent Addenda, as prepared by OHM Advisors and Architect's consultants, having visited the site, and being familiar with all conditions and requirements of the Work, hereby agrees to furnish all material, labor, equipment and services, including all scheduled allowances, necessary to complete the construction of the above-named project, according to the requirements of the Procurement and Contracting Documents, for the stipulated sum of: 1. ________________________________________________ Dollars ($______________). 2. The above amount may be modified by amounts indicated by the Bidder on the attached

Document 004323 "Alternates Form."

1.3 BID GUARANTEE

A. The undersigned Bidder agrees to execute a contract for this Work in the above amount and to furnish surety as specified within 10 days after a written Notice of Award, if offered within 60 days after receipt of bids, and on failure to do so agrees to forfeit to Owner the attached cash, cashier's check, certified check, U.S. money order, or bid bond, as liquidated damages for such failure, in the following amount constituting five percent (5%) of the Base Bid amount above: 1. ________________________________________________ Dollars ($______________).

B. In the event Owner does not offer Notice of Award within the time limits stated above, Owner will return to the undersigned the cash, cashier's check, certified check, U.S. money order, or bid bond.

1.4 SUBCONTRACTORS AND SUPPLIERS

A. The following companies shall execute subcontracts for the portions of the Work indicated: 1. Plumbing Work: ________________________________________________________. 2. HVAC Work: Wilmers Heating. 3. Electrical Work: _________________________________________________________.



00 41 13 - Page 2 of 2 08/17/2021


1.5 TIME OF COMPLETION

A. The undersigned Bidder proposes and agrees hereby to commence the Work of the Contract Documents on a date specified in a written Notice to Proceed to be issued by Architect, and shall fully complete the Work by August 12, 2022.

1.6 ACKNOWLEDGEMENT OF ADDENDA

A. The undersigned Bidder acknowledges receipt of and use of the following Addenda in the preparation of this Bid: 1. Addendum No. 1, dated ____________________. 2. Addendum No. 2, dated ____________________. 3. Addendum No. 3, dated ____________________. 4. Addendum No. 4, dated ____________________.

1.7 BID SUPPLEMENTS

A. The following supplements are a part of this Bid Form and are attached hereto. 1. Bid Form Supplement - Alternates. 2. Bid Form Supplement - Bid Bond Form (AIA Document A310-2010).

1.8 SUBMISSION OF BID

A. Respectfully submitted this ____ day of ____________, 2021.

B. Submitted By:_______________________________________(Name of bidding firm or corporation).

C. Authorized Signature:___________________________________(Handwritten signature).

D. Signed By:______________________________________________(Type or print name).

E. Title:__________________________________(Owner/Partner/President/Vice President).

F. Witnessed By:___________________________________________(Handwritten signature).

G. Attest:_______________________________________________(Handwritten signature).

H. By:___________________________________________________(Type or print name).

I. Title:________________________________(Corporate Secretary or Assistant Secretary).

J. Street Address:___________________________________________________________.

K. City, State, Zip:__________________________________________________________.

L. Phone:_________________________________________________________________.

M. License No.:____________________________________________________________.

N. Federal ID No.:____________________________________(Affix Corporate Seal Here).



BID SECURITY FORMS 00 43 13 - Page 1 of 1

08/17/2021


DOCUMENT 00 43 13 - BID SECURITY FORMS

1.1 BID FORM SUPPLEMENT

A. A completed bid bond form is required to be attached to the Bid Form.

1.2 BID BOND FORM

A. AIA Document A310-2010 "Bid Bond" is the recommended form for a bid bond. A bid bond acceptable to Owner, or other bid security as described in the Instructions to Bidders, is required to be attached to the Bid Form as a supplement.

B. Copies of AIA standard forms may be obtained from The American Institute of Architects; https://www.aiacontracts.org/; email: [email protected]; (800) 942-7732.


https://www.aiacontracts.org/


ALTERNATES FORM 00 43 23 - Page 1 of 2

08/17/2021


DOCUMENT 00 43 23 - ALTERNATES FORM

1.1 BID INFORMATION

A. Bidder: ____________________________________________________.

B. Project Name: St Albert the Great University Parish Phases 2 and 3 Renovations.

C. Project Location: 411 MacInnes Drive, Houghton, Michigan, 49931.

D. Owner: St. Albert the Great University Parish.

E. Architect: OHM Advisors.

F. Architect Project Number: 7023-21-0010.

1.2 BID FORM SUPPLEMENT

A. This form is required to be attached to the Bid Form.

1.3 DESCRIPTION

A. The undersigned Bidder proposes the amount below be added to or deducted from the Base Bid if particular alternates are accepted by Owner. Amounts listed for each alternate include costs of related coordination, modification, or adjustment. 1. Cost-Plus-Fee Contract: Alternate price given below includes adjustment to Contractor's

Fee.

B. If the alternate does not affect the Contract Sum, the Bidder shall indicate "NO CHANGE."

C. If the alternate does not affect the Work of this Contract, the Bidder shall indicate "NOT APPLICABLE."

D. The Bidder shall be responsible for determining from the Contract Documents the affects of each alternate on the Contract Time and the Contract Sum.

E. Owner reserves the right to accept or reject any alternate, in any order, and to award or amend the Contract accordingly within 60 days of the Notice of Award unless otherwise indicated in the Contract Documents.

F. Acceptance or non-acceptance of any alternates by the Owner shall have no affect on the Contract Time unless the "Schedule of Alternates" Article below provides a formatted space for the adjustment of the Contract Time.

1.4 SCHEDULE OF ALTERNATES

A. Alternate No. 1 : New ADA Restroom on the Lower Floor. 1. ADD. 2. ________________________________________________ Dollars ($______________). 3. ADD____ calendar days to adjust the Contract Time for this alternate.

B. Alternate No. 2: Renovations to Men's and Women's Restrooms on the Lower Floor. 1. ADD. 2. ___________________________________ Dollars ($_______________).


ALTERNATES FORM 00 43 23 - Page 2 of 2

08/17/2021


3. Add _____ calendar days to adjust the Contract Time for this alternate.

1.5 SUBMISSION OF BID SUPPLEMENT

A. Respectfully submitted this ____ day of ____________, 2021.

B. Submitted By:___________________________________(Insert name of bidding firm or corporation).

C. Authorized Signature:____________________________________(Handwritten signature).

D. Signed By:______________________________________________(Type or print name).

E. Title:___________________________________(Owner/Partner/President/Vice President).


INDEMNIFICATION and

HOLD HARMLESS AGREEMENT (For Projects over $100,000)

The Undersigned contracting company agrees that they will, to the fullest extent permitted by law, indemnify and hold harmless the Roman Catholic Bishop of the Diocese of Marquette, the Roman Catholic Diocese of Marquette, Michigan, and ____________________________ at ______________________ (parish/institution) (City) from and against any and all claims, damages, losses and expenses, including, but not limited to, attorney fees, arising out of or resulting from the performance of the construction contract, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. Notwithstanding any other provision, however, this indemnification shall not be extended to indemnify any person or entity with respect to that person or entities sole negligence. To cover the Indemnification and Hold Harmless Agreement set forth above, the undersigned contractor further agrees to carry comprehensive general liability insurance and completed operations liability coverage, in a minimum amount of $1,000,000 (1 million), combined single limit, with a company acceptable to the above named parish/institution, the Roman Catholic Bishop of the Diocese of Marquette, and the Roman Catholic Diocese of Marquette, Michigan. The above named parish/institution, the Roman Catholic Bishop of the Diocese of Marquette, and the Roman Catholic Diocese of Marquette shall be named additional insured on the undersigned contractor’s policy. The Undersigned contractor also agrees to carry a policy of Worker’s Compensation and Employer’s Liability insurance covering all legal liability of the contracting company and its subcontractors under the Bureau of Worker’s Disability compensation Act and related laws. DATED: ___________________ ________________________________ (Name of Contracting Company)

By: _____________________________ (Authorized Signature)

Address: ____________________________

____________________________ (This form, when complete, should be given to the parish/institution and to the Diocese of Marquette, 1004 Harbor Hills Drive, Marquette, MI 49855)

(Revised: July 2017)

avaught

Text Box

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Final Completion Checklist

Project Final Completion Page 1 of 1

St. Albert the Great University Parish Phases 2 & 3 Renovations Houghton, MI

Date:

The following is a list of contractual items that the owner and architect have found to be incomplete or in need of correction. The failure to include any items on the list does not alter the responsibility of the Contractor to complete all Work in accordance with the contract documents.

General Items:

Specific Items:

Space Items to Complete Date of Completion

1.

2.

3.

4.

5.

END OF FINAL COMPLETION CHECK LIST

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GUARANTY

The CONTRACTOR, as a condition precedent to final payment, shall execute this Guaranty to the OWNER, guaranteeing for one (1) year from the date of substantial completion, to keep in good order and repair any defect in all the work completed under the Agreement. This includes work which may develop during said period due to improper materials, defective equipment, improper materials workmanship, or arrangements and in any work which may be affected in correcting any repairs or defects. This Guaranty will be binding upon the CONTRACTOR, his subcontractors and/or material suppliers and will be without any expense to the OWNER.

OWNER: CONTRACTOR: ____________________________________ ____________________________________ Print Print

____________________________________ ____________________________________ Signature Signature ____________________________________ ____________________________________ Date Date

OHM ADVISORS: ____________________________________ Print

____________________________________ Signature ____________________________________ Date

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SWORN STATEMENT 197

STATE OF MICHIGAN SWORN STATEMENT County of } ss. , being duly sworn, deposes and says:

That is the (contractor) (subcontractor) for an

improvement to the following described real property situated in County,

Michigan, described as follows:

____________________________________________________________________________________

____________________________________________________________________________________

____________________________________________________________________________________

(Insert legal description of property)

That the following is a statement of each subcontractor and supplier and laborer with whom the (contractor)

(subcontractor) has (contracted) (subcontracted) for performance under the contract with the owner or lessee thereof, and

that the amounts due to the persons as of the date hereof are correctly and fully set forth opposite their names, as follows:

Name of subcontractor,

supplier, or laborer

Type of improveme

nt furnished

Total contract price

Amount already paid

Amount currently

owing

Accrued fringe benefits

contributions (if applicable)

Balance to

complete

_________________________________________________________________________________________________

_________________________________________________________________________________________________

_________________________________________________________________________________________________

_________________________________________________________________________________________________

_________________________________________________________________________________________________

_________________________________________________________________________________________________

_________________________________________________________________________________________________

_________________________________________________________________________________________________

_________________________________________________________________________________________________

_________________________________________________________________________________________________

_________________________________________________________________________________________________

_________________________________________________________________________________________________

_________________________________________________________________________________________________

_________________________________________________________________________________________________

Totals

That the contractor has not procured material from, or subcontracted with, any person other than those set forth on the

reverse side and owes no money for the improvement other than the sums set forth on the reverse side.

Deponent further says that he or she makes the foregoing statement as the (contractor) (subcontractor) or as

__________________________ of the (contractor) (subcontractor) for the purpose of representing to the owner or

lessee of the premises described on the reverse side and his or her agents that the property described on the reverse

side is free from claims of construction liens, or the possibility of construction liens, except as specifically set forth on the

reverse side.

WARNING: AN OWNER OR LESSEE OF THE PROPERTY DESCRIBED ON THE REVERSE SIDE MAY NOT RELY ON THIS SWORN STATEMENT TO AVOID THE CLAIM OF A SUBCONTRACTOR, SUPPLIER, OR LABORER WHO HAS PROVIDED A NOTICE OF FURNISHING TO THE DESIGNEE OR TO THE OWNER OR LESSEE IF THE DESIGNEE IS NOT NAMED OR HAS DIED. _________________________________________ Deponent Subscribed and sworn to before me this __________ day of ______________________________, 20 _____ _________________________________________ Notary Public ___________________________County, Michigan

My Commission Expires: ___________________

PARTIAL UNCONDITIONAL WAIVER

I/we have a contract with ________________________________________________________ (other contracting party) to provide _____________________________________________ for the improvements to the property described as __________________________________________________________ ____________________________________________________________________________ ____________________________________________________________________________ and by signing this waiver waive my/our construction lien in the amount of $ ______________, for labor/materials provided through _______________________________________________ (date of draw cutoff or actual payment) This waiver, together with all previous waivers, if any (circle one) does/does not cover all amounts due me/us for contract improvement provided through the date shown above. If the owner or lessee of the property or the owner’s or lessee’s designee has received a notice of furnishing from me/one of us or if I/we are not required to provide one, and the owner, lessee, or designee has not received this wavier directly from me/one of us, the owner, lessee, or designee may not rely upon it without contacting me/one of us, either in writing, by telephone, or personally, to verify that it is authentic.

STATEMENT OF ACCOUNT

Contract Price $ _________________Extras $ _________________Deduct Credit $ _________________Previously Paid $ _________________Retention $ _________________Balance $ _________________This Payment $ _________________Balance To $ _________________Become Due $ _________________

Signed on: ________________________ __________________________________ (Printed Name of Lien Claimant) __________________________________

(Signature of Lien Claimant) Address: __________________________ __________________________ Telephone: ________________________

DO NOT SIGN BLANK OR INCOMPLETE FORMS. RETAIN A COPY

FULL UNCONDITIONAL WAIVER

My/our contract with to provide (other contracting party) for the improvement of the property described as having been fully paid and satisfied, by signing this waiver, all my/our construction lien rights against such property are hereby waived and released. If the improvement is provided to property that is a residential structure and if the owner or lessee of the property or the owner’s or lessee’s designee has received a notice of furnishing from me/one or us or if I/we are not required to provide one, and the owner, lessee, or designee has not received this waiver directly from me/one of us, the owner, lessee, or designee may not rely upon it without contacting me/one of us, either in writing, by telephone, or personally, to verify that it is authentic. (Printed Name of Lien Claimant) (Signature of lien claimant) Signed on: Address: Telephone:

DO NOT SIGN BLANK OR INCOMPLETE FORMS. RETAIN A COPY.

TEC

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Table of Contents Generated by SpecBuilder: 8/17/2021

Division

Section Title

Pages

DIVISION 01

-

GENERAL REQUIREMENTS

01 10 00

SUMMARY

4

01 23 00

ALTERNATES

1

01 31 00


5

01 33 00

SUBMITTAL PROCEDURES

6

01 40 00

QUALITY REQUIREMENTS

5

01 73 00

EXECUTION

6

01 77 00

CLOSEOUT PROCEDURES

4

01 78 23

OPERATION AND MAINTENANCE DATA

5

01 78 39

PROJECT RECORD DOCUMENTS

2

DIVISION 02

-

EXISTING CONDITIONS

02 41 19

SELECTIVE DEMOLITION

3

DIVISION 06

-

WOOD, PLASTICS, AND COMPOSITES

06 10 00

ROUGH CARPENTRY

3

06 40 23

INTERIOR ARCHITECTURAL WOODWORK

4

DIVISION 07

-

THERMAL AND MOISTURE PROTECTION

07 92 00

JOINT SEALANTS

5

DIVISION 08

-

OPENINGS

08 14 16

FLUSH WOOD DOORS

4

08 71 00

DOOR HARDWARE

7

DIVISION 09

-

FINISHES

09 29 00

GYPSUM BOARD

3

09 30 13

CERAMIC TILING

3

09 51 13

ACOUSTICAL PANEL CEILINGS

2

09 65 13

RESILIENT BASE AND ACCESSORIES

5

09 65 19

RESILIENT TILE FLOORING

3

09 68 13

TILE CARPETING

3

09 91 23

INTERIOR PAINTING

3

DIVISION 10

-

SPECIALTIES

10 28 00

TOILET, BATH, AND LAUNDRY ACCESSORIES

2

DIVISION 12

-

FURNISHINGS

12 36 23.13

PLASTIC-LAMINATE-CLAD COUNTERTOPS

3

DIVISION 22

-

PLUMBING

22 05 17


3

22 05 18

ESCUTCHEONS FOR PLUMBING PIPING

1

22 05 23.12

BALL VALVES FOR PLUMBING PIPING

5

22 05 29


6

22 05 53


3

22 07 19

PLUMBING PIPING INSULATION

6

22 11 16

DOMESTIC WATER PIPING

9

22 13 16

SANITARY WASTE AND VENT PIPING

5

22 42 13.13

COMMERCIAL WATER CLOSETS

3

22 42 13.16

COMMERCIAL URINALS

3

22 42 16.13

COMMERCIAL LAVATORIES

4

DIVISION 26

-

ELECTRICAL

26 05 19


6

26 05 23


5

26 05 26


5

26 05 29


4

26 05 33


14

26 05 44


4

26 05 53

IDENTIFICATION FOR ELECTRICAL SYSTEMS

4

26 09 23

LIGHTING CONTROL DEVICES

7

26 09 43.16


5

26 27 26

WIRING DEVICES

6

26 28 16


6

26 29 13.03


6

26 51 19

LED INTERIOR LIGHTING

6

DIVISION 27

-

COMMUNICATIONS

27 05 28


10

27 05 29


4

27 05 44


5

27 05 53


4

27 15 13


8

END OF TABLE OF CONTENTS


SUMMARY 01 10 00 - Page 1 of 3

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SECTION 01 10 00 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Project information. 2. Work covered by Contract Documents. 3. Phased construction. 4. Contractor's use of site and premises. 5. Coordination with occupants. 6. Work restrictions. 7. Specification and Drawing conventions.

1.2 PROJECT INFORMATION

A. Project Identification: St Albert the Great University Parish Phases 2 and 3 Renovations. 1. Project Location: 411 MacInnes Drive, Houghton, Michigan.

B. Owner: St. Albert the Great University Parish. 1. Owner's Representative: Father Ben Hasse

C. Architect: OHM Advisors, 424 Hancock Street, Hancock, Michigan, 49930. 1. Architect's Representative: Jared Hyrkas, PE .

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and includes, but is not limited to, the following: 1. Project consists of renovation of existing office spaces, restrooms, the social hall, and

kitchen. Specific work consists of demolition of existing masonry and wood framed walls, doors, wall/floor/ceiling finishes, lighting, and affected HVAC and plumbing systems. New interior walls will be constructed to develop a new office area layout and new restrooms. The HVAC and electrical systems will be modified to accommodate the new layout. An existing first floor kitchen will be demolished and portions of the casework salvaged for reuse in the kitchenette serving the offices. The first floor kitchen will have all of the casework and countertops replaced and a small amount of new casework added. The existing lower level and stairs flooring contains asbestos, so coordination will be required with the asbestos removal contractor at the start of the lower level work. Alternates are requested for a new ADA restroom near the group restrooms on the lower level and for installing new finishes and fixtures in the group restrooms and other Work indicated in the Contract Documents.

B. Type of Contract: 1. Project will be constructed under a single prime contract.

1.4 PHASED CONSTRUCTION

A. Construct the Work in phases, with each phase substantially complete as indicated below. 1. Phase Two : First floor renovations for new offices, restroom, and kitchenette .

a. Commencement of Construction: 1) Notice to Proceed: Work of this phase shall commence as soon as desired

after the Notice to Proceed.



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b. Substantial Completion: 1) By August 12, 2022.

2. Phase Three : Perform the remaining Work. a. Commencement of Construction:

1) Start Date: Work of this phase shall commence after May 2, 2022. b. Substantial Completion:

1) By August 12, 2022.

B. Before commencing Work of each phase, submit an updated copy of Contractor's construction schedule, showing the sequence, commencement and completion dates , and move-out and -in dates of Owner's personnel for all phases of the Work.

1.5 WORK PERFORMED BY OWNER

A. Cooperate fully with Owner, so work may be carried out smoothly, without interfering with or delaying Work under this Contract or work by Owner. Coordinate the Work of this Contract with work performed by Owner.

B. Concurrent Work: Owner will perform the following construction operations at Project site. Those operations will be conducted simultaneously with Work under this Contract. 1. Removal of asbestos containing flooring and/or mastic on the lower level .

1.6 CONTRACTOR'S USE OF SITE AND PREMISES

A. Unrestricted Use of Site: Contractor shall have full use of Project site for construction operations during Phase Three of construction in the summer of 2022. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other contractors on portions of Project.

B. Restricted Use of Site: Contractor shall have limited use of Project site for Phase Two construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

C. Limits on Use of Site: Limit use of Project site to Work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. 1. Driveways, Walkways and Entrances: Keep driveways parking garage, loading areas,

and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or for storage of materials. a. Schedule deliveries to minimize use of driveways and entrances by construction

operations. b. Schedule deliveries to minimize space and time requirements for storage of

materials and equipment on-site.

D. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.

E. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations.

1.7 COORDINATION WITH OCCUPANTS

A. Partial Owner Occupancy: Owner will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Owner during construction operations



08/17/2021


to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's operations. Maintain existing exits unless otherwise indicated. 1. Maintain access to existing walkways, corridors, and other adjacent occupied or used

facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction.

2. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations.

1.8 WORK RESTRICTIONS

A. Comply with restrictions on construction operations. 1. Comply with limitations on use of public streets, work on public streets, rights of way, and

other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work to between 7:00 a.m. to 6:00 p.m., Monday through Friday, unless otherwise indicated. Work hours may be modified to meet Project requirements if approved by Owner and authorities having jurisdiction.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging for temporary utility services according to requirements indicated: 1. Notify Owner not less than two days in advance of proposed utility interruptions.

D. Smoking and Controlled Substance Restrictions: Use of tobacco products , alcoholic beverages, and other controlled substances on Owner's property is not permitted.

1.9 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1. Specification requirements are to be performed by Contractor unless specifically stated

otherwise.

B. Division 00 Contracting Requirements: General provisions of the Contract, including General and Supplementary Conditions, apply to all Sections of the Specifications.

C. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

D. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products: 1. Terminology: Materials and products are identified by the typical generic terms used in the

individual Specifications Sections. 2. Abbreviations: Materials and products are identified by abbreviations published as part of

the U.S. National CAD Standard.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 10 00


ALTERNATES 01 23 00 - Page 1 of 1

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SECTION 01 23 00 - ALTERNATES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.2 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if the Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. 1. Alternates described in this Section are part of the Work only if enumerated in the

Agreement. 2. The cost or credit for each alternate is the net addition to or deduction from the Contract

Sum to incorporate alternates into the Work. No other adjustments are made to the Contract Sum.

1.3 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project. 1. Include, as part of each alternate, miscellaneous devices, accessory objects, and similar

items incidental to or required for a complete installation, whether or not indicated as part of alternate.

B. Execute accepted alternates under the same conditions as other Work of the Contract.

C. Schedule: A Part 3 "Schedule of Alternates" Article is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.


PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Alternate No. 1 : New ADA Restroom on the Lower Floor . 1. Base Bid: No ADA Restroom on the lower floor of the church. " 2. Alternate: Convert the existing meeting/office space near the Foyer on the West side of the

Multipurpose into a new ADA restroom as indicated on the Drawings ".

B. Alternate No. 2: Renovations to the Men's and Women's Restroom on Lower Floor. 1. Base Bid: No renovations done to the Men's and Women's Restroom on the Lower Floor. 2. Alternate: Renovate Men's and Women's Restroom on the Lower Floor including new

toilets, lavatories, urinal, toilet partitions, flooring, painting, new dropped ceiling, lighting, exhaust fan, and other items as indicated on the plans.




01 31 00 - Page 1 of 5 08/17/2021


SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project, including, but not limited to, the following: 1. General coordination procedures. 2. Coordination drawings. 3. RFIs. 4. Digital project management procedures. 5. Project meetings. 6. Daily reports.

B. Related Requirements: 1. Section 01 77 00 "Closeout Procedures" for coordinating closeout of the Contract.

1.3 DEFINITIONS

A. RFI: Request for Information. Request from Owner, Architect, or Contractor seeking information required by or clarifications of the Contract Documents.

1.4 INFORMATIONAL SUBMITTALS

A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form: 1. Name, address, telephone number, and email address of entity performing subcontract or

supplying products. 2. Number and title of related Specification Section(s) covered by subcontract. 3. Drawing number and detail references, as appropriate, covered by subcontract.

B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses, cellular telephone numbers, and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.

1.5 GENERAL COORDINATION PROCEDURES

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations included in different Sections that depend on each other for proper installation, connection, and operation. 1. Schedule construction operations in sequence required to obtain the best results, where

installation of one part of the Work depends on installation of other components, before or after its own installation.



01 31 00 - Page 2 of 5 08/17/2021


2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. Coordination of Multiple Contracts: Each contractor shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work. Each contractor shall coordinate its own operations with operations included in different Sections that depend on each other for proper installation, connection, and operation. 1. Schedule construction operations in sequence required to obtain the best results, where

installation of one part of the Work depends on installation of other components, before or after its own installation.

1.6 REQUEST FOR INFORMATION (RFI)

A. General: Immediately on discovery of the need for additional information, clarification, or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified. 1. Architect will return without response those RFIs submitted to Architect by other entities

controlled by Contractor. 2. Coordinate and submit RFIs in a prompt manner to avoid delays in Contractor's work or

work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following: 1. Project name. 2. Name of Architect. 3. Architect's Project number. 4. Date. 5. Name of Contractor. 6. RFI number, numbered sequentially. 7. RFI subject. 8. Specification Section number and title and related paragraphs, as appropriate. 9. Drawing number and detail references, as appropriate. 10. Field dimensions and conditions, as appropriate. 11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the

Contract Time or the Contract Sum, Contractor shall state impact in the RFI. 12. Contractor's signature. 13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop

Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation. a. Include dimensions, thicknesses, structural grid references, and details of affected

materials, assemblies, and attachments on attached sketches.

C. RFI Forms: Software-generated form with substantially the same content as indicated above, acceptable to Architect. 1. Attachments shall be electronic files in PDF format.

D. Architect's Action: Architect will review each RFI, determine action required, and respond. Allow seven days for Architect's response for each RFI. RFIs received by Architect after 1:00 p.m. will be considered as received the following working day. 1. The following Contractor-generated RFIs will be returned without action:

a. Requests for approval of submittals. b. Requests for approval of substitutions. c. Requests for approval of Contractor's means and methods. d. Requests for coordination information already indicated in the Contract Documents.



01 31 00 - Page 3 of 5 08/17/2021


e. Requests for adjustments in the Contract Time or the Contract Sum. f. Requests for interpretation of Architect's actions on submittals. g. Incomplete RFIs or inaccurately prepared RFIs.

2. Architect's action may include a request for additional information, in which case Architect's time for response will date from time of receipt by Architect of additional information.

3. Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Section 01 26 00 "Contract Modification Procedures." a. If Contractor believes the RFI response warrants change in the Contract Time or the

Contract Sum, notify Architect in writing within 5 days of receipt of the RFI response.

E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly . Use software log that is part of web-based Project management software. Software log with not less than the following: 1. Project name. 2. Name and address of Contractor. 3. Name and address of Architect. 4. RFI number, including RFIs that were returned without action or withdrawn. 5. RFI description. 6. Date the RFI was submitted. 7. Date Architect's response was received. 8. Identification of related Minor Change in the Work, Construction Change Directive, and

Proposal Request, as appropriate.

F. On receipt of Architect's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Architect within seven days if Contractor disagrees with response.

1.7 PROJECT MEETINGS

A. Preconstruction Conference: Schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner and Architect, but no later than 15 days after execution of the Agreement. 1. Attendees: Authorized representatives of Owner Architect, and their consultants;

Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Discuss items of significance that could affect progress, including the following: a. Responsibilities and personnel assignments. b. Tentative construction schedule. c. Phasing. d. Critical work sequencing and long lead items. e. Designation of key personnel and their duties. f. Lines of communications. g. Procedures for processing field decisions and Change Orders. h. Procedures for RFIs. i. Procedures for testing and inspecting. j. Procedures for processing Applications for Payment. k. Distribution of the Contract Documents. l. Submittal procedures. m. Preparation of Record Documents. n. Use of the premises. o. Work restrictions. p. Working hours. q. Owner's occupancy requirements.



01 31 00 - Page 4 of 5 08/17/2021


r. Responsibility for temporary facilities and controls. s. Procedures for moisture and mold control. t. Procedures for disruptions and shutdowns. u. Construction waste management and recycling. v. Parking availability. w. Office, work, and storage areas. x. Equipment deliveries and priorities. y. First aid. z. Security. aa. Progress cleaning.

3. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes.

B. Progress Meetings: Conduct progress meetings at monthly intervals. 1. Coordinate dates of meetings with preparation of payment requests. 2. Attendees: In addition to representatives of Owner and Architect, each contractor,

subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

3. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Contractor's Construction Schedule: Review progress since the last meeting.

Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 1) Review schedule for next period.

b. Review present and future needs of each entity present, including the following: 1) Interface requirements. 2) Sequence of operations. 3) Status of submittals. 4) Deliveries. 5) Off-site fabrication. 6) Access. 7) Site use. 8) Temporary facilities and controls. 9) Progress cleaning. 10) Quality and work standards. 11) Status of correction of deficient items. 12) Field observations. 13) Status of RFIs. 14) Status of Proposal Requests. 15) Pending changes. 16) Status of Change Orders. 17) Pending claims and disputes. 18) Documentation of information for payment requests.

4. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information. a. Schedule Updating: Revise Contractor's construction schedule after each progress

meeting, where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.



01 31 00 - Page 5 of 5 08/17/2021


C. Coordination Meetings: Conduct Project coordination meetings at regular intervals. Project coordination meetings are in addition to specific meetings held for other purposes, such as progress meetings and preinstallation conferences.

1.8 DAILY REPORTS

A. Contractor shall provide daily reports by 9 am the day following the work performed. 1. Reports shall include, at a minimum, project name, date, the number of hours worked

onsite, personnel onsite, any issues encountered, safety concerns, weather, schedule changes, major equipment onsite, work items performed, inspections and testing performed that day, and any visitors.





SUBMITTAL PROCEDURES 01 33 00 - Page 1 of 6

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SECTION 01 33 00 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Submittal schedule requirements. 2. Administrative and procedural requirements for submittals.

B. Related Requirements: 1. Section 01 31 00 "Project Management and Coordination" for submitting coordination

drawings and subcontract list and for requirements for web-based Project software. 2. Section 01 40 00 "Quality Requirements" for submitting test and inspection reports, and

schedule of tests and inspections. 3. Section 01 77 00 "Closeout Procedures" for submitting closeout submittals and

maintenance material submittals. 4. Section 01 78 39 "Project Record Documents" for submitting record Drawings, record

Specifications, and record Product Data.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals."

B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."

1.3 SUBMITTAL SCHEDULE

A. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Architect and additional time for handling and reviewing submittals required by those corrections.

1.4 SUBMITTAL FORMATS

A. Submittal Information: Include the following information in each submittal: 1. Project name. 2. Date. 3. Name of Architect. 4. Name of Contractor. 5. Name of firm or entity that prepared submittal. 6. Names of subcontractor, manufacturer, and supplier. 7. Unique submittal number, including revision identifier. Include Specification Section

number with sequential alphanumeric identifier and alphanumeric suffix for resubmittals. 8. Category and type of submittal. 9. Submittal purpose and description. 10. Number and title of Specification Section, with paragraph number and generic name for

each of multiple items.



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11. Drawing number and detail references, as appropriate. 12. Indication of full or partial submittal. 13. Location(s) where product is to be installed, as appropriate. 14. Other necessary identification. 15. Remarks. 16. Signature of transmitter.

B. Options: Identify options requiring selection by Architect.

C. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by Architect on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet.

D. Paper Submittals: 1. Place a permanent label or title block on each submittal item for identification; include name

of firm or entity that prepared submittal. 2. Provide a space approximately 6 by 8 inches on label or beside title block to record

Contractor's review and approval markings and action taken by Architect. 3. Action Submittals: Submit three paper copies of each submittal unless otherwise indicated.

Architect will return two copies. 4. Informational Submittals: Submit two paper copies of each submittal unless otherwise

indicated. Architect will not return copies. 5. Transmittal for Submittals: Assemble each submittal individually and appropriately for

transmittal and handling. .

E. Electronic Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number.

1.5 SUBMITTAL PROCEDURES

A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections. 1. Email: Prepare submittals as PDF package and transmit to Architect by sending via email.

Include PDF transmittal form. Include information in email subject line as requested by Architect.

2. Paper: Prepare submittals in paper form and deliver to Architect.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals,

and related activities that require sequential activity. 2. Submit all submittal items required for each Specification Section concurrently unless

partial submittals for portions of the Work are indicated on approved submittal schedule. 3. Submit action submittals and informational submittals required by the same Specification

Section as separate packages under separate transmittals.

C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. 1. Initial Review: Allow 10 days for initial review of each submittal. Allow additional time if

coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination.

2. Resubmittal Review: Allow 10 days for review of each resubmittal.



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D. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

F. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect's action stamp.

1.6 SUBMITTAL REQUIREMENTS

A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard published data

are unsuitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable:

a. Manufacturer's catalog cuts. b. Manufacturer's product specifications. c. Standard color charts. d. Statement of compliance with specified referenced standards. e. Testing by recognized testing agency. f. Application of testing agency labels and seals. g. Notation of coordination requirements. h. Availability and delivery time information.

4. For equipment, include the following in addition to the above, as applicable: a. Wiring diagrams that show factory-installed wiring. b. Printed performance curves. c. Operational range diagrams. d. Clearances required to other construction, if not indicated on accompanying Shop

Drawings. 5. Submit Product Data before Shop Drawings, and before or concurrently with Samples.

B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data unless submittal based on Architect's digital data drawing files is otherwise permitted. 1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following

information, as applicable: a. Identification of products. b. Schedules. c. Compliance with specified standards. d. Notation of coordination requirements. e. Notation of dimensions established by field measurement. f. Relationship and attachment to adjoining construction clearly indicated. g. Seal and signature of professional engineer if specified.

2. Paper Sheet Size: Except for templates, patterns, and similar full-size Drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches , but no larger than 30 by 42 inches . a. Three opaque copies of each submittal. Architect will retain two copies; remainder

will be returned.

C. Samples: Submit Samples for review of type, color, pattern, and texture for a check of these characteristics with other materials. 1. Transmit Samples that contain multiple, related components, such as accessories together

in one submittal package.



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2. Identification: Permanently attach label on unexposed side of Samples that includes the following: a. Project name and submittal number. b. Generic description of Sample. c. Product name and name of manufacturer. d. Sample source. e. Number and title of applicable Specification Section. f. Specification paragraph number and generic name of each item.

3. Email Transmittal: Provide PDF transmittal. Include digital image file illustrating Sample characteristics and identification information for record.

4. Paper Transmittal: Include paper transmittal, including complete submittal information indicated.

5. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual

Specification Sections. Such Samples must be in an undamaged condition at time of use.

b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor.

6. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units, showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit one full set(s) of available choices where color, pattern,

texture, or similar characteristics are required to be selected from manufacturer's product line. Architect will return submittal with options selected.

7. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. a. Number of Samples: Submit three sets of Samples. Architect will retain two Sample

sets; remainder will be returned. 1) Submit a single Sample where assembly details, workmanship, fabrication

techniques, connections, operation, and other similar characteristics are to be demonstrated.

2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations.

D. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified.

E. Design Data: Prepare and submit written and graphic information indicating compliance with indicated performance and design criteria in individual Specification Sections. Include list of assumptions and summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Number each page of submittal.

F. Certificates: 1. Certificates and Certifications Submittals: Submit a statement that includes signature of

entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Provide a notarized signature where indicated.



08/17/2021


2. Installer Certificates: Submit written statements on manufacturer's letterhead, certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.

3. Manufacturer Certificates: Submit written statements on manufacturer's letterhead, certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required.

4. Material Certificates: Submit written statements on manufacturer's letterhead, certifying that material complies with requirements in the Contract Documents.

5. Product Certificates: Submit written statements on manufacturer's letterhead, certifying that product complies with requirements in the Contract Documents.

6. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of AWS B2.1/B2.1M on AWS forms. Include names of firms and personnel certified.

G. Test and Research Reports: 1. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing

agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for substrate preparation and primers required.

2. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.

3. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.

4. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.

5. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

6. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information: a. Name of evaluation organization. b. Date of evaluation. c. Time period when report is in effect. d. Product and manufacturers' names. e. Description of product. f. Test procedures and results. g. Limitations of use.

1.7 DELEGATED-DESIGN SERVICES

A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. 1. If criteria indicated are insufficient to perform services or certification required, submit a

written request for additional information to Architect.

B. Delegated-Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally signed PDF file and three paper copies of certificate, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional.



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1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services.

1.8 CONTRACTOR'S REVIEW

A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect.

B. Contractor's Approval: Indicate Contractor's approval for each submittal with a uniform approval stamp indication in web-based Project management software. Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 1. Architect will not review submittals received from Contractor that do not have Contractor's

review and approval.

1.9 ARCHITECT'S REVIEW

A. Action Submittals: Architect will review each submittal, indicate corrections or revisions required , and return. 1. PDF Submittals: Architect will indicate, via markup on each submittal, the appropriate

action . 2. Paper Submittals: Architect will stamp each submittal with an action stamp and will mark

stamp appropriately to indicate action .

B. Informational Submittals: Architect will review each submittal and will not return it, or will return it if it does not comply with requirements. Architect will forward each submittal to appropriate party.

C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Architect.

D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.

E. Architect will return without review submittals received from sources other than Contractor.

F. Submittals not required by the Contract Documents will be returned by Architect without action.




SUBMITTAL ITEM CONTRACTOR DATE FIRM DUE DATE

SUBCONTRACTOR SENT DATE REC'D

024119 SELECTIVE DEMOLITION

Proposed Protection Measures

064023 INTERIOR ARCHITECTURAL WOODWORK

Product Data

Shop Drawings

Quality Standard Compliance Certificates

079200 JOINT SEALANTS

Product data

Sample warranties

Warranty Documentation

081416 FLUSH WOOD DOORS

Product Data

Shop Drawings

Samples


087100 DOOR HARDWARE

Product Data

Shop Drawings

Samples

Door hardware schedule

Keying schedule

Prior to final payment, provide a record copy of hardware schedules

Sample warranty

Maintenance data

092900 GYPSUM BOARD

Product Data

093013 CERAMIC TILING

Product Data

095113 ACOUSTICAL PANEL CEILINGS

Product Data

Maintenance data

096513 RESILIENT BASE AND ACCESSORIES

Product Data

Samples

096519 RESILIENT TILE FLOORING

Product Data

Samples

Maintenance data

096813 TILE CARPETING

Product Data

Samples

Sample warranty

Maintenance data

099123 INTERIOR PAINTING

Product Data

102800 TOILET, BATH, AND LAUNDRY ACCESSORIES

Product Data

Maintenance data

12362313 PLASTIC-LAMINATE-CLAD COUNTERTOPS

Product Data

Shop Drawings

Samples


22052312 BALL VALVES FOR PLUMBING PIPING

Product Data

220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

Shop Drawings

220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

Product Data

221116 DOMESTIC WATER PIPING

Product Data

NO

T A

PP

'D

SUBMITTAL LOG

PROJECT: St Albert the Great University Parish Phases 2 and 3 Renovations

OWNER: St. Albert the Great University Parish

PROJECT NO: 7023-21-0010

CONTRACTOR:

OTHER REVIEWER ACTION COPIES TO

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System purging and disinfecting activities report

221316 SANITARY WASTE AND VENT PIPING

Product Data

Shop Drawings

224213.13 COMMERCIAL WATER CLOSETS

Product Data

224213.16 COMMERCIAL URINALS

Shop Drawings

224216.13 COMMERCIAL LAVATORIES

Product Data

260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

Product Data

Product Schedule

260523 CONTROL-VOLTAGE ELECTRICAL POWER CABLES

Product Data

260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

Product Data

260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

Product Data

Welding certificates

260533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

Product Data

260544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING

Product Data

260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

Product Data

Samples

Identification Schedule

260923 LIGHTING CONTROL DEVICES

Product Data

Shop Drawings

Operation and Maintenance Data

26094316 ADDRESSABLE LUMINAIRE LIGHTING CONTROLS

Product Data

Shop Drawings

Furnish extra materials

262726 WIRING DEVICES

Product Data

Shop Drawings

262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

Product Data

Shop Drawings



26291303 MANUAL AND MAGNETIC MOTOR CONTROLLERS

Product Data

Shop Drawings



265119 LED INTERIOR LIGHTING

Product Data

Shop Drawings

Product Schedule


270528 PATHWAYS FOR COMMUNICATIONS SYSTEMS

Product data for the following

Shop Drawings

270529 HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS

Product Data

Shop Drawings

270544 SLEEVES AND SLEEVE SEALS FOR COMMUNICATIONS PATHWAYS AND CABLING

Product Data

270553 IDENTIFICATION FOR COMMUNICATIONS SYSTEMS

Product Data

271513 COMMUNICATIONS COPPER HORIZONTAL CABLING

Product Data

Qualification Data

Maintenance Data


QUALITY REQUIREMENTS 01 40 00 - Page 1 of 5

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SECTION 01 40 00 - QUALITY REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for quality assurance and quality control.

B. Testing and inspection services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specified tests, inspections, and related actions do not limit Contractor's other quality-

assurance and quality-control procedures that facilitate compliance with the Contract Document requirements.

2. Requirements for Contractor to provide quality-assurance and quality-control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section.

1.2 DEFINITIONS

A. Experienced: When used with an entity or individual, "experienced," unless otherwise further described, means having successfully completed a minimum of five previous projects similar in nature, size, and extent to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction.

B. Field Quality-Control Tests and Inspections: Tests and inspections that are performed on-site for installation of the Work and for completed Work.

C. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, subcontractor, or sub-subcontractor, to perform a particular construction operation, including installation, erection, application, assembly, and similar operations. 1. Use of trade-specific terminology in referring to a Work result does not require that certain

construction activities specified apply exclusively to specific trade(s).

D. Mockups: Physical assemblies of portions of the Work constructed to establish the standard by which the Work will be judged. Mockups are not Samples.

E. Preconstruction Testing: Tests and inspections performed specifically for Project before products and materials are incorporated into the Work, to verify performance or compliance with specified criteria. Unless otherwise indicated, copies of reports of tests or inspections performed for other than the Project do not meet this definition.

F. Product Tests: Tests and inspections that are performed by a nationally recognized testing laboratory (NRTL) according to 29 CFR 1910.7, by a testing agency accredited according to NIST's National Voluntary Laboratory Accreditation Program (NVLAP), or by a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with specified requirements.

G. Source Quality-Control Tests and Inspections: Tests and inspections that are performed at the source (e.g., plant, mill, factory, or shop).

H. Testing Agency: An entity engaged to perform specific tests, inspections, or both. The term "testing laboratory" has the same meaning as the term "testing agency."



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I. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work, to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements.

J. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work, to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Contractor's quality-control services do not include contract administration activities performed by Architect.

1.3 DELEGATED DESIGN SERVICES

A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.

1.4 CONFLICTING REQUIREMENTS

A. Conflicting Standards and Other Requirements: If compliance with two or more standards or requirements is specified and the standards or requirements establish different or conflicting requirements for minimum quantities or quality levels, inform the Architect regarding the conflict and obtain clarification prior to proceeding with the Work. Refer conflicting requirements that are different, but apparently equal, to Architect for clarification before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified is the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding.


A. Testing Agency Qualifications: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority.

B. Permits, Licenses, and Certificates: For Owner's record, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents established for compliance with standards and regulations bearing on performance of the Work.

1.6 REPORTS AND DOCUMENTS

A. Test and Inspection Reports: Prepare and submit certified written reports specified in other Sections. Include the following: 1. Date of issue. 2. Project title and number. 3. Name, address, telephone number, and email address of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. 8. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. 10. Record of temperature and weather conditions at time of sample-taking and testing and

inspection.



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11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements.

12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting.


A. Qualifications paragraphs in this article establish the minimum qualification levels required; individual Specification Sections specify additional requirements.

B. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. As applicable, procure products from manufacturers able to meet qualification requirements, warranty requirements, and technical or factory-authorized service representative requirements.

C. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units.

D. Installer Qualifications: A firm or individual experienced in installing, erecting, applying, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.

E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that is similar in material, design, and extent to those indicated for this Project.

F. Specialists: Certain Specification Sections require that specific construction activities be performed by entities who are recognized experts in those operations. Specialists will satisfy qualification requirements indicated and engage in the activities indicated. 1. Requirements of authorities having jurisdiction supersede requirements for specialists.

G. Testing and Inspecting Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspection indicated, as documented in accordance with ASTM E329, and with additional qualifications specified in individual Sections; and, where required by authorities having jurisdiction, that is acceptable to authorities.

H. Preconstruction Testing: Where testing agency is indicated to perform preconstruction testing for compliance with specified requirements for performance and test methods, comply with the following Contractor's responsibilities, including the following: 1. Testing Agency Responsibilities: Submit a certified written report of each test, inspection,

and similar quality-assurance service to Architect , with copy to Contractor. Interpret tests and inspections, and state in each report whether tested and inspected Work complies with or deviates from the Contract Documents.

1.8 QUALITY CONTROL

A. Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Perform additional quality-control activities, whether specified or not, to verify and document that the Work complies with requirements. 1. Engage a qualified testing agency to perform quality-control services.



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a. Contractor will not employ same entity engaged by Owner, unless agreed to in writing by Owner.

2. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspection will be performed.

3. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service.

4. Testing and inspection requested by Contractor and not required by the Contract Documents are Contractor's responsibility.

5. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct.

B. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents.

C. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Notify Architect and Contractor promptly of irregularities or deficiencies observed in the

Work during performance of its services. 2. Determine the locations from which test samples will be taken and in which in-situ tests are

conducted. 3. Conduct and interpret tests and inspections, and state in each report whether tested and

inspected Work complies with or deviates from requirements. 4. Submit a certified written report, in duplicate, of each test, inspection, and similar quality-

control service through Contractor. 5. Do not release, revoke, alter, or increase the Contract Document requirements or approve

or accept any portion of the Work. 6. Do not perform duties of Contractor.

D. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing as specified in Section 01 33 00 "Submittal Procedures."

E. Contractor's Associated Requirements and Services: Cooperate with agencies and representatives performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and

inspection. Assist agency in obtaining samples. 4. Facilities for storage and field curing of test samples. 5. Delivery of samples to testing agencies. 6. Preliminary design mix proposed for use for material mixes that require control by testing

agency. 7. Security and protection for samples and for testing and inspection equipment at Project

site.

F. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and quality-control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspection. 1. Schedule times for tests, inspections, obtaining samples, and similar activities.



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PART 3 - EXECUTION

3.1 TEST AND INSPECTION LOG

A. Test and Inspection Log: Prepare a record of tests and inspections. Include the following: 1. Date test or inspection was conducted. 2. Description of the Work tested or inspected. 3. Date test or inspection results were transmitted to Architect. 4. Identification of testing agency or special inspector conducting test or inspection.

B. Maintain log at Project site. Post changes and revisions as they occur. Provide access to test and inspection log for Architect's and authorities' having jurisdiction reference during normal working hours. 1. Submit log at Project closeout as part of Project Record Documents.

3.2 REPAIR AND PROTECTION

A. General: On completion of testing, inspection, sample-taking, and similar services, repair damaged construction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other Specification

Sections or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract Document requirements for cutting and patching in Section 01 73 00 "Execution."

B. Protect construction exposed by or for quality-control service activities.

C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services.



EXECUTION 01 73 00 - Page 1 of 6

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SECTION 01 73 00 - EXECUTION

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes general administrative and procedural requirements governing execution of the Work, including, but not limited to, the following: 1. Construction layout. 2. Installation of the Work. 3. Cutting and patching. 4. Progress cleaning. 5. Starting and adjusting. 6. Protection of installed construction.

B. Related Requirements: 1. Section 01 10 00 "Summary" for coordination of , and limits on use of Project site. 2. Section 01 33 00 "Submittal Procedures" for submitting surveys. 3. Section 01 77 00 "Closeout Procedures" for submitting final property survey with Project

Record Documents, recording of Owner-accepted deviations from indicated lines and levels, replacing defective work, and final cleaning.

4. Section 02 41 19 "Selective Demolition" for demolition and removal of selected portions of the building.


A. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements. 1. Structural Elements: When cutting and patching structural elements, or when encountering

the need for cutting and patching of elements whose structural function is not known, notify Architect of locations and details of cutting and await directions from Architect before proceeding. Shore, brace, and support structural elements during cutting and patching. Do not cut and patch structural elements in a manner that could change their load-carrying capacity or increase deflection.

2. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety.

3. Other Construction Elements: Do not cut and patch other construction elements or components in a manner that could change their load-carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety.

4. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner.

B. Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's written recommendations and instructions for installation of specified products and equipment.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Comply with requirements specified in other Sections.



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1. For projects requiring compliance with sustainable design and construction practices and procedures, use products for patching that comply with sustainable design requirements.

B. In-Place Materials: Use materials for patching identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed,

will provide a match acceptable to Architect for the visual and functional performance of in-place materials. Use materials that are not considered hazardous.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Examine roughing-in for mechanical and electrical systems to verify actual locations of

connections before equipment and fixture installation. 2. Examine walls, floors, and roofs for suitable conditions where products and systems are to

be installed.

B. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions.

3.2 PREPARATION

A. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work.

B. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings.

C. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to Architect in accordance with requirements in Section 01 31 00 "Project Management and Coordination."

3.3 CONSTRUCTION LAYOUT

A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to existing conditions. If discrepancies are discovered, notify Architect promptly.

B. Building Lines and Levels: Locate and lay out control lines and levels for structures, building foundations, column grids, and floor levels, including those required for mechanical and electrical work. Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more locations.

C. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Include beginning and ending dates and times of surveys, weather conditions, name and duty of each survey party member, and types of instruments and tapes used. Make the log available for reference by Architect.



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3.4 INSTALLATION

A. Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. 1. Make vertical work plumb, and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance

and ease of removal for replacement. 3. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated.

B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated.

C. Install products at the time and under conditions that will ensure satisfactory results as judged by Architect. Maintain conditions required for product performance until Substantial Completion.

D. Conduct construction operations, so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy of type expected for Project.

E. Sequence the Work and allow adequate clearances to accommodate movement of construction items on-site and placement in permanent locations.

F. Tools and Equipment: Select tools or equipment that minimize production of excessive noise levels.

G. Templates: Obtain and distribute to the parties involved templates for Work specified to be factory prepared and field installed. Check Shop Drawings of other portions of the Work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements.

H. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located and aligned with other portions of the Work. Where size and type of attachments are not indicated, verify size and type required for load conditions with manufacturer. 1. Mounting Heights: Where mounting heights are not indicated, mount components at

heights directed by Architect. 2. Allow for building movement, including thermal expansion and contraction. 3. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions

for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation.

I. Joints: Make joints of uniform width. Where joint locations in exposed Work are not indicated, arrange joints for the best visual effect, as judged by Architect. Fit exposed connections together to form hairline joints.

J. Repair or remove and replace damaged, defective, or nonconforming Work. 1. Comply with Section 01 77 00 "Closeout Procedures" for repairing or removing and

replacing defective Work.

3.5 CUTTING AND PATCHING

A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay.



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1. Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition.

B. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during installation or cutting and patching operations, by methods and with materials so as not to void existing warranties.

C. Temporary Support: Provide temporary support of Work to be cut.

D. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations.

E. Adjacent Occupied Areas: Where interference with use of adjoining areas or interruption of free passage to adjoining areas is unavoidable, coordinate cutting and patching in accordance with requirements in Section 01 10 00 "Summary."

F. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to minimize interruption to occupied areas.

G. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering

and chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a

diamond-core drill. 4. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be

removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting.

5. Proceed with patching after construction operations requiring cutting are complete.

H. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other Work. Patch with durable seams that are as invisible as practicable, as judged by Architect. Provide materials and comply with installation requirements specified in other Sections, where applicable. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate

physical integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration

into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.

3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Where patching occurs in a painted surface, prepare substrate and apply primer and

intermediate paint coats appropriate for substrate over the patch, and apply final paint coat over entire unbroken surface containing the patch, corner to corner of wall and edge to edge of ceiling. Provide additional coats until patch blends with adjacent surfaces.



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4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance.

5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition and ensures thermal and moisture integrity of building enclosure.

I. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces.

3.6 PROGRESS CLEANING

A. Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully. 1. Comply with requirements in NFPA 241 for removal of combustible waste materials and

debris. 2. Do not hold waste materials more than seven days during normal weather or three days if

the temperature is expected to rise above 80 deg F. 3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark

containers appropriately and dispose of legally, according to regulations. a. Use containers intended for holding waste materials of type to be stored.

4. Coordinate progress cleaning for joint-use areas where Contractor and other contractors are working concurrently.

B. Site: Maintain Project site free of waste materials and debris.

C. Work Areas: Clean areas where Work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom-clean or vacuum the entire

work area, as appropriate.

D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces.

E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space.

F. Exposed Surfaces: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion.

G. Waste Disposal: Do not bury or burn waste materials on-site. Do not wash waste materials down sewers or into waterways.

H. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion.

I. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

J. Limiting Exposures: Supervise construction operations to ensure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period.



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3.7 STARTING AND ADJUSTING

A. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest.

B. Adjust equipment for proper operation. Adjust operating components for proper operation without binding.

C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment.

3.8 PROTECTION AND REPAIR OF INSTALLED CONSTRUCTION

A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion.

B. Protection of Existing Items: Provide protection and ensure that existing items to remain undisturbed by construction are maintained in condition that existed at commencement of the Work.

C. Comply with manufacturer's written instructions for temperature and relative humidity.



CLOSEOUT PROCEDURES 01 77 00 - Page 1 of 4

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SECTION 01 77 00 - CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for Contract closeout, including, but not limited to, the following: 1. Substantial Completion procedures. 2. Final completion procedures. 3. Warranties. 4. Final cleaning.

B. Related Requirements: 1. Section 01 78 23 "Operation and Maintenance Data" for additional operation and

maintenance manual requirements. 2. Section 01 78 39 "Project Record Documents" for submitting Record Drawings, Record

Specifications, and Record Product Data.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of cleaning agent.

B. Contractor's List of Incomplete Items: Initial submittal at Substantial Completion.

C. Certified List of Incomplete Items: Final submittal at Final Completion.

1.3 CLOSEOUT SUBMITTALS

A. Certificates of Release: From authorities having jurisdiction.

B. Certificate of Insurance: For continuing coverage.

C. Field Report: For pest-control inspection.

1.4 MAINTENANCE MATERIAL SUBMITTALS

A. Schedule of Maintenance Material Items: For maintenance material submittal items required by other Sections.

1.5 SUBSTANTIAL COMPLETION PROCEDURES

A. Contractor's List of Incomplete Items: Prepare and submit a list of items to be completed and corrected (Contractor's "punch list"), indicating the value of each item on the list and reasons why the Work is incomplete.

B. Submittals Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request. 1. Certificates of Release: Obtain and submit releases from authorities having jurisdiction,

permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.



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2. Submit closeout submittals specified in other Division 01 Sections, including Project Record Documents, operation and maintenance manuals, damage or settlement surveys, property surveys, and similar final record information.

3. Submit closeout submittals specified in individual Sections, including specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents.

4. Submit maintenance material submittals specified in individual Sections, including tools, spare parts, extra materials, and similar items, and deliver to location designated by OwnerArhitect . Label with manufacturer's name and model number. a. Schedule of Maintenance Material Items: Prepare and submit schedule of

maintenance material submittal items, including name and quantity of each item and name and number of related Specification Section. Obtain Owner's signature for receipt of submittals.

5. Submit testing, adjusting, and balancing records. 6. Submit sustainable design submittals not previously submitted. 7. Submit changeover information related to Owner's occupancy, use, operation, and

maintenance.

C. Procedures Prior to Substantial Completion: Complete the following a minimum of 5 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request. 1. Advise Owner of pending insurance changeover requirements. 2. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's

personnel of changeover in security provisions. 3. Complete startup and testing of systems and equipment. 4. Perform preventive maintenance on equipment used prior to Substantial Completion. 5. Instruct Owner's personnel in operation, adjustment, and maintenance of products,

equipment, and systems. 6. Advise Owner of changeover in utility services. 7. Participate with Owner in conducting inspection and walkthrough with local emergency

responders. 8. Terminate and remove temporary facilities from Project site, along with mockups,

construction tools, and similar elements. 9. Complete final cleaning requirements. 10. Touch up paint and otherwise repair and restore marred exposed finishes to eliminate

visual defects.

D. Inspection: Submit a written request for inspection to determine Substantial Completion a minimum of 5 days prior to date the Work will be completed and ready for final inspection and tests. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or corrected before certificate will be issued.

1.6 FINAL COMPLETION PROCEDURES

A. Submittals Prior to Final Completion: Before requesting final inspection for determining Final Completion, complete the following: 1. Submit a final Application for Payment in accordance with contract payment procedures. 2. Certified List of Incomplete Items: Submit certified copy of Architect's Substantial

Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. Certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

3. Certificate of Insurance: Submit evidence of final, continuing insurance coverage complying with insurance requirements.

4. Submit pest-control final inspection report.



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B. Inspection: Submit a written request for final inspection to determine acceptance a minimum of 5 days prior to date the Work will be completed and ready for final inspection and tests. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. 1. Request reinspection when the Work identified in previous inspections as incomplete is

completed or corrected.

1.7 LIST OF INCOMPLETE ITEMS

A. Organization of List: Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction. 1. Organize list of spaces in sequential order, starting with exterior areas first and proceeding

from lowest floor to highest floor, listed by room or space number. 2. Submit list of incomplete items in the following format:

a. PDF Electronic File: Architect will return annotated file.

1.8 SUBMITTAL OF PROJECT WARRANTIES

A. Time of Submittal: Submit written warranties on request of Architect for designated portions of the Work where warranties are indicated to commence on dates other than date of Substantial Completion, or when delay in submittal of warranties might limit Owner's rights under warranty.

B. Organize warranty documents into an orderly sequence based on the table of contents of Project Manual.

C. Warranties in Paper Form: 1. Bind warranties and bonds in heavy-duty, three-ring, vinyl-covered, loose-leaf binders,

thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch paper.

D. Provide additional copies of each warranty to include in operation and maintenance manuals.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

PART 3 - EXECUTION

3.1 FINAL CLEANING

A. General: Perform final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. 1. Complete the following cleaning operations before requesting inspection for certification of

Substantial Completion for entire Project or for a designated portion of Project: a. Clean Project site of rubbish, waste material, litter, and other foreign substances.



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b. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition.

c. Remove debris and surface dust from limited-access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.

d. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances.

e. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure.

f. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills.

g. Clean luminaires, lamps, globes, and reflectors to function with full efficiency. h. Leave Project clean and ready for occupancy.



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SECTION 01 78 23 - OPERATION AND MAINTENANCE DATA

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for preparing operation and maintenance manuals, including the following: 1. Operation and maintenance documentation directory manuals. 2. Emergency manuals. 3. Systems and equipment operation manuals. 4. Systems and equipment maintenance manuals. 5. Product maintenance manuals.


A. Submit operation and maintenance manuals indicated. Provide content for each manual as specified in individual Specification Sections, and as reviewed and approved at the time of Section submittals. Submit reviewed manual content formatted and organized as required by this Section. 1. Architect will comment on whether content of operation and maintenance submittals is

acceptable. 2. Where applicable, clarify and update reviewed manual content to correspond to revisions

and field conditions.

B. Format: Submit operation and maintenance manuals in the following format: 1. Submit PDF Electronic file: Assemble each manual into a composite electronically indexed

file. Submit on digital media acceptable to Architect . a. Enable inserted review comments on draft submittals.

2. Submit three paper copies. Architect will return two copies.

C. Final Manual Submittal: Submit each manual in final form prior to requesting inspection for Substantial Completion and at least 15 days before commencing demonstration and training. Architect will return copy with comments. 1. Correct or revise each manual to comply with Architect's comments. Submit copies of each

corrected manual within 15 days of receipt of Architect's comments and prior to commencing demonstration and training.

D. Comply with Section 01 77 00 "Closeout Procedures" for schedule for submitting operation and maintenance documentation.

1.3 FORMAT OF OPERATION AND MAINTENANCE MANUALS

A. Manuals, Electronic Files: Submit manuals in the form of a multiple file composite electronic PDF file for each manual type required. 1. Electronic Files: Use electronic files prepared by manufacturer where available. Where

scanning of paper documents is required, configure scanned file for minimum readable file size.

2. File Names and Bookmarks: Bookmark individual documents based on file names. Name document files to correspond to system, subsystem, and equipment names used in manual directory and table of contents. Group documents for each system and subsystem into individual composite bookmarked files, then create composite manual, so that resulting bookmarks reflect the system, subsystem, and equipment names in a readily navigated file tree. Configure electronic manual to display bookmark panel on opening file.



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B. Manuals, Paper Copy: Submit manuals in the form of hard-copy, bound and labeled volumes. 1. Binders: Heavy-duty, three-ring, vinyl-covered, loose-leaf binders, in thickness necessary

to accommodate contents, sized to hold 8-1/2-by-11-inch paper; with clear plastic sleeve on spine to hold label describing contents and with pockets inside covers to hold folded oversize sheets.

2. Drawings: Attach reinforced, punched binder tabs on drawings and bind with text. a. If oversize drawings are necessary, fold drawings to same size as text pages and

use as foldouts. b. If drawings are too large to be used as foldouts, fold and place drawings in labeled

envelopes and bind envelopes in rear of manual. At appropriate locations in manual, insert typewritten pages indicating drawing titles, descriptions of contents, and drawing locations.

1.4 REQUIREMENTS FOR EMERGENCY, OPERATION, AND MAINTENANCE MANUALS

A. Organization of Manuals: Unless otherwise indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain the following materials, in the order listed: 1. Title page. 2. Table of contents. 3. Manual contents.

B. Title Page: Include the following information: 1. Subject matter included in manual. 2. Name and address of Project. 3. Name and address of Owner. 4. Date of submittal. 5. Name and contact information for Contractor. 6. Name and contact information for Architect. 7. Cross-reference to related systems in other operation and maintenance manuals.

C. Table of Contents: List each product included in manual, identified by product name, indexed to the content of the volume, and cross-referenced to Specification Section number in Project Manual.

D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and components of one system into a single binder.

E. Identification: In the documentation directory and in each operation and maintenance manual, identify each system, subsystem, and piece of equipment with same designation used in the Contract Documents. If no designation exists, assign a designation according to ASHRAE Guideline 4, "Preparation of Operating and Maintenance Documentation for Building Systems."

1.5 SYSTEMS AND EQUIPMENT OPERATION MANUALS

A. Systems and Equipment Operation Manual: Assemble a complete set of data indicating operation of each system, subsystem, and piece of equipment not part of a system. Include information required for daily operation and management, operating standards, and routine and special operating procedures.

B. Content: In addition to requirements in this Section, include operation data required in individual Specification Sections and the following information: 1. System, subsystem, and equipment descriptions. Use designations for systems and

equipment indicated on Contract Documents.



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2. Performance and design criteria if Contractor has delegated design responsibility. 3. Operating standards. 4. Operating procedures. 5. Operating logs. 6. Wiring diagrams. 7. Control diagrams. 8. Piped system diagrams. 9. Precautions against improper use. 10. License requirements including inspection and renewal dates.

C. Descriptions: Include the following: 1. Product name and model number. Use designations for products indicated on Contract

Documents. 2. Manufacturer's name. 3. Equipment identification with serial number of each component. 4. Equipment function. 5. Operating characteristics. 6. Limiting conditions. 7. Performance curves. 8. Engineering data and tests. 9. Complete nomenclature and number of replacement parts.

D. Operating Procedures: Include the following, as applicable: 1. Startup procedures. 2. Equipment or system break-in procedures. 3. Routine and normal operating instructions. 4. Regulation and control procedures. 5. Instructions on stopping. 6. Normal shutdown instructions. 7. Seasonal and weekend operating instructions. 8. Required sequences for electric or electronic systems. 9. Special operating instructions and procedures.

E. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as installed.

F. Piped Systems: Diagram piping as installed, and identify color coding where required for identification.

1.6 SYSTEMS AND EQUIPMENT MAINTENANCE MANUALS

A. Systems and Equipment Maintenance Manuals: Assemble a complete set of data indicating maintenance of each system, subsystem, and piece of equipment not part of a system. Include manufacturers' maintenance documentation, preventive maintenance procedures and frequency, repair procedures, wiring and systems diagrams, lists of spare parts, and warranty information.

B. Content: For each system, subsystem, and piece of equipment not part of a system, include source information, manufacturers' maintenance documentation, maintenance procedures, maintenance and service schedules, spare parts list and source information, maintenance service contracts, and warranties and bonds as described below.

C. Manufacturers' Maintenance Documentation: Include the following information for each component part or piece of equipment: 1. Standard maintenance instructions and bulletins; include only sheets pertinent to product

or component installed. Mark each sheet to identify each product or component incorporated into the Work. If data include more than one item in a tabular format, identify



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each item using appropriate references from the Contract Documents. Identify data applicable to the Work and delete references to information not applicable. a. Prepare supplementary text if manufacturers' standard printed data are not available

and where the information is necessary for proper operation and maintenance of equipment or systems.

2. Drawings, diagrams, and instructions required for maintenance, including disassembly and component removal, replacement, and assembly.

3. Identification and nomenclature of parts and components. 4. List of items recommended to be stocked as spare parts.

D. Maintenance Procedures: Include the following information and items that detail essential maintenance procedures: 1. Test and inspection instructions. 2. Troubleshooting guide. 3. Precautions against improper maintenance. 4. Disassembly; component removal, repair, and replacement; and reassembly instructions. 5. Aligning, adjusting, and checking instructions. 6. Demonstration and training video recording, if available.

E. Maintenance and Service Schedules: Include service and lubrication requirements, list of required lubricants for equipment, and separate schedules for preventive and routine maintenance and service with standard time allotment. 1. Scheduled Maintenance and Service: Tabulate actions for daily, weekly, monthly,

quarterly, semiannual, and annual frequencies. 2. Maintenance and Service Record: Include manufacturers' forms for recording

maintenance.

F. Spare Parts List and Source Information: Include lists of replacement and repair parts, with parts identified and cross-referenced to manufacturers' maintenance documentation and local sources of maintenance materials and related services.

G. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. 1. Include procedures to follow and required notifications for warranty claims.

H. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the relationship of component parts of equipment and systems and to illustrate control sequence and flow diagrams. Coordinate these drawings with information contained in record Drawings to ensure correct illustration of completed installation.

1.7 PRODUCT MAINTENANCE MANUALS

A. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and maintenance of each product, material, and finish incorporated into the Work.

B. Content: Organize manual into a separate section for each product, material, and finish. Include source information, product information, maintenance procedures, repair materials and sources, and warranties and bonds, as described below.

C. Product Information: Include the following, as applicable: 1. Product name and model number. 2. Manufacturer's name. 3. Color, pattern, and texture. 4. Material and chemical composition. 5. Reordering information for specially manufactured products.



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D. Maintenance Procedures: Include manufacturer's written recommendations and the following: 1. Inspection procedures. 2. Types of cleaning agents to be used and methods of cleaning. 3. List of cleaning agents and methods of cleaning detrimental to product. 4. Schedule for routine cleaning and maintenance. 5. Repair instructions.

E. Repair Materials and Sources: Include lists of materials and local sources of materials and related services.

F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. 1. Include procedures to follow and required notifications for warranty claims.





PROJECT RECORD DOCUMENTS 01 78 39 - Page 1 of 2

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SECTION 01 78 39 - PROJECT RECORD DOCUMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for Project Record Documents, including the following: 1. Record Drawings.

B. Related Requirements: 1. Section 01 78 23 "Operation and Maintenance Data" for operation and maintenance

manual requirements.


A. Record Drawings: Comply with the following: 1. Number of Copies: Submit two set(s) of marked-up record prints.

1.3 RECORD DRAWINGS

A. Record Prints: Maintain one set of marked-up paper copies of the Contract Drawings and Shop Drawings, incorporating new and revised drawings as modifications are issued. 1. Preparation: Mark record prints to show the actual installation, where installation varies

from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to provide information for preparation of corresponding marked-up record prints. a. Give particular attention to information on concealed elements that would be difficult

to identify or measure and record later. b. Accurately record information in an acceptable drawing technique. c. Record data as soon as possible after obtaining it. d. Record and check the markup before enclosing concealed installations. e. Cross-reference record prints to corresponding photographic documentation.

2. Content: Types of items requiring marking include, but are not limited to, the following: a. Dimensional changes to Drawings. b. Revisions to details shown on Drawings. c. Depths of foundations. d. Locations and depths of underground utilities. e. Revisions to routing of piping and conduits. f. Revisions to electrical circuitry. g. Actual equipment locations. h. Duct size and routing. i. Locations of concealed internal utilities. j. Changes made by Change Order or Change Directive. k. Changes made following Architect's written orders. l. Details not on the original Contract Drawings. m. Field records for variable and concealed conditions. n. Record information on the Work that is shown only schematically.

3. Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel proficient at recording graphic information in production of marked-up record prints.

4. Mark record prints with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location.

5. Mark important additional information that was either shown schematically or omitted from original Drawings.


PROJECT RECORD DOCUMENTS 01 78 39 - Page 2 of 2

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6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable.

B. Format: Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. 1. Format: Annotated PDF electronic file.

1.4 MAINTENANCE OF RECORD DOCUMENTS

A. Maintenance of Record Documents: Store Record Documents in the field office apart from the Contract Documents used for construction. Do not use Project Record Documents for construction purposes. Maintain Record Documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to Project Record Documents for Architect's reference during normal working hours.





SELECTIVE DEMOLITION 02 41 19 - Page 1 of 3

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SECTION 02 41 19 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Demolition and removal of selected portions of building or structure.

1.2 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

1.3 PREINSTALLATION MEETINGS

A. Predemolition Conference: Conduct conference at Project site .


A. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property , for dust control and , for noise control. Indicate proposed locations and construction of barriers.

B. Schedule of selective demolition activities with starting and ending dates for each activity.

1.5 FIELD CONDITIONS

A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted.

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. 1. Before selective demolition, Owner will remove the following items:

a. Furniture and personal items .

C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 1. Hazardous materials will be removed by Owner before start of the Work. 2. If suspected hazardous materials are encountered, do not disturb; immediately notify

Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

E. Storage or sale of removed items or materials on-site is not permitted.

F. Arrange selective demolition schedule so as not to interfere with Owner's operations.



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PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

3.2 PREPARATION

3.3 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished. 1. Arrange to shut off utilities with utility companies. 2. If services/systems are required to be removed, relocated, or abandoned, provide

temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.

3. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, and components indicated on Drawings to be removed. a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap

or plug remaining piping with same or compatible piping material. b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or

compatible piping material and leave in place. c. Equipment to Be Removed: Disconnect and cap services and remove equipment. d. Equipment to Be Removed and Reinstalled: Disconnect and cap services and

remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational.

e. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material.

f. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork material and leave in place.

3.4 PROTECTION

A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

C. Remove temporary barricades and protections where hazards no longer exist.



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3.5 SELECTIVE DEMOLITION

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting

methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.

4. Maintain fire watch during and for at least 24 hours after flame-cutting operations. 5. Locate selective demolition equipment and remove debris and materials so as not to

impose excessive loads on supporting walls, floors, or framing. 6. Dispose of demolished items and materials promptly.

3.6 CLEANING

A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction. 1. Do not allow demolished materials to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces

and areas. 3. Remove debris from elevated portions of building by chute, hoist, or other device that will

convey debris to grade level in a controlled descent.

B. Burning: Do not burn demolished materials.

C. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.



ROUGH CARPENTRY 06 10 00 - Page 1 of 3

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SECTION 06 10 00 - ROUGH CARPENTRY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Framing with dimension lumber. 2. Wood blocking and nailers. 3. Wood furring.

PART 2 - PRODUCTS

2.1 WOOD PRODUCTS, GENERAL

A. Lumber: Comply with DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, comply with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Grade lumber by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. 1. Factory mark each piece of lumber with grade stamp of grading agency. 2. For exposed lumber indicated to receive a stained or natural finish, mark grade stamp on

end or back of each piece or omit grade stamp and provide certificates of grade compliance issued by grading agency.

3. Dress lumber, S4S, unless otherwise indicated.

B. Maximum Moisture Content: 1. Boards: 15 percent. 2. Dimension Lumber: 15 percent for 2-inch nominal thickness or less; 19 percent for more

than 2-inch nominal thickness unless otherwise indicated. 3. Timber. 19 percent .

2.2 DIMENSION LUMBER FRAMING

A. Non-Load-Bearing Interior Partitions by Grade: Construction or No. 2 grade. 1. Application: All interior partitions . 2. Species:

a. Southern pine or mixed southern pine; SPIB. b. Northern species; NLGA. c. Eastern softwoods; NeLMA. d. Western woods; WCLIB or WWPA.

2.3 MISCELLANEOUS LUMBER

A. Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: 1. Blocking. 2. Nailers.

B. Dimension Lumber Items: Construction or No. 2 grade lumber of any species.

C. Concealed Boards: 15 percent maximum moisture content and any of the following species and grades: 1. Mixed southern pine or southern pine; No. 2 grade; SPIB. 2. Eastern softwoods; No. 2 Common grade; NeLMA.



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3. Northern species; No. 2 Common grade; NLGA. 4. Western woods; Construction or No. 2 Common grade; WCLIB or WWPA.

2.4 FASTENERS

A. General: Fasteners shall be of size and type indicated and shall comply with requirements specified in this article for material and manufacture. Provide nails or screws, in sufficient length, to penetrate not less than 1-1/2 inches into wood substrate. 1. Where rough carpentry is exposed to weather, in ground contact, pressure-preservative

treated, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A153/A153Mor.

B. Power-Driven Fasteners: Fastener systems with an evaluation report acceptable to authorities having jurisdiction, based on ICC-ES AC70.

C. Post-Installed Anchors: Fastener systems with an evaluation report acceptable to authorities having jurisdiction, based on ICC-ES AC01 ICC-ES AC193 as appropriate for the substrate.

2.5 METAL FRAMING ANCHORS

A. Manufacturers: Subject to compliance with requirements, provide products by the following: 1. Simpson Strong-Tie Co., Inc.

B. Allowable design loads, as published by manufacturer, shall meet or exceed those of basis-of-design products . Manufacturer's published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. Framing anchors shall be punched for fasteners adequate to withstand same loads as framing anchors.

C. Galvanized-Steel Sheet: Hot-dip, zinc-coated steel sheet complying with ASTM A653/A653M, G60 coating designation. 1. Use for interior locations unless otherwise indicated.

D. Hot-Dip, Heavy-Galvanized Steel Sheet: ASTM A653/A653M; structural steel (SS), high-strength low-alloy steel Type A (HSLAS Type A), or high-strength low-alloy steel Type B (HSLAS Type B); G185 coating designation; and not less than 0.036 inch thick. 1. Use for wood-preservative-treated lumber and where indicated.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame Construction," unless otherwise indicated.

B. Set work to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry accurately to other construction. Locate nailers, blocking, and similar supports to comply with requirements for attaching other construction.

C. Install metal framing anchors to comply with manufacturer's written instructions. Install fasteners through each fastener hole.

D. Do not splice structural members between supports unless otherwise indicated.

E. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated lumber.

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F. Where wood-preservative-treated lumber is installed adjacent to metal decking, install continuous flexible flashing separator between wood and metal decking.

G. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code (IBC). 2. Table R602.3(1), "Fastener Schedule for Structural Members," and Table R602.3(2),

"Alternate Attachments," in ICC's International Residential Code for One- and Two-Family Dwellings.

3. ICC-ES evaluation report for fastener.

3.2 PROTECTION

A. Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite protection, inorganic boron-treated wood becomes wet, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label.

B. Protect rough carpentry from weather. If, despite protection, rough carpentry becomes wet enough that moisture content exceeds that specified, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label.



INTERIOR ARCHITECTURAL WOODWORK 06 40 23 - Page 1 of 4

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SECTION 06 40 23 - INTERIOR ARCHITECTURAL WOODWORK

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Interior standing and running trim. 2. Interior frames and jambs. 3. Wood furring, blocking, shims, and hanging strips for installing interior architectural

woodwork items that are not concealed within other construction.


A. Preinstallation Conference: Conduct conference at Project site .


A. Product Data: For the following: 1. Anchors. 2. Adhesives. 3. Shop finishing materials.

B. Shop Drawings: 1. Include the following:

a. Dimensioned plans, elevations, and sections. b. Attachment details.

2. Show locations and sizes of furring, blocking, and hanging strips, including blocking and reinforcement concealed by construction and specified in other Sections.

3. Apply AWI Quality Certification Program label to Shop Drawings.


A. Quality Standard Compliance Certificates: certificates.


A. Environmental Limitations with Humidity Control: Do not deliver or install interior architectural woodwork until building is enclosed, wet-work is complete, and HVAC system is operating and maintaining temperature between 60 and 90 deg F and relative humidity between 25 and 55 percent during the remainder of the construction period.

PART 2 - PRODUCTS

2.1 ARCHITECTURAL WOODWORK, GENERAL

A. Quality Standard: Unless otherwise indicated, comply with the Architectural Woodwork Standards for grades of interior architectural woodwork indicated for construction, finishes, installation, and other requirements.

2.2 INTERIOR FRAMES AND JAMBS FOR TRANSPARENT FINISH

A. Architectural Woodwork Standards Grade: Custom .



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B. Wood Species and Cut: Match species and cut indicated for other types of transparent-finished architectural woodwork located in same area of building unless otherwise indicated. 1. Species: Birch . 2. Cut: Plain sliced/plain sawn . 3. Wood Moisture Content: 5 to 10 percent. 4. Provide split species on frames and jambs that face areas with different wood species,

matching each face of woodwork to species and cut of finish wood surfaces in areas finished.

C. For frames or jambs wider than available lumber, use veneered construction. Do not glue for width. 1. Do not use plain-sawn softwood lumber with exposed, flat surfaces more than 3 inches

wide.

2.3 MISCELLANEOUS MATERIALS

A. Furring, Blocking, Shims, and Nailers: Softwood or hardwood lumber , kiln-dried to less than 15 percent moisture content.

B. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. 1. Provide metal expansion sleeves or expansion bolts for post-installed anchors. 2. Use nonferrous-metal or hot-dip galvanized anchors and inserts at inside face of exterior

walls and at floors.

C. Installation Adhesive: Product recommended by fabricator for each substrate for secure anchorage.

2.4 FABRICATION

A. Sand fire-retardant-treated wood lightly to remove raised grain on exposed surfaces before fabrication.

B. Fabricate interior architectural woodwork to dimensions, profiles, and details indicated. 1. Ease edges to radius indicated for the following:

a. Edges of Solid-Wood (Lumber) Members: 1/16 inch unless otherwise indicated. b. Edges of Rails and Similar Members More Than 3/4 Inch Thick: 1/8 inch.

C. Complete fabrication, including assembly, to maximum extent possible before shipment to Project site. 1. Disassemble components only as necessary for shipment and installation. 2. Where necessary for fitting at site, provide allowance for scribing, trimming, and fitting. 3. Trial fit assemblies at fabrication shop that cannot be shipped completely assembled.

a. Install dowels, screws, bolted connectors, and other fastening devices that can be removed after trial fitting.

b. Verify that parts fit as intended, and check measurements of assemblies against field measurements indicated on approved Shop Drawings before disassembling for shipment.

2.5 SHOP FINISHING

A. Finish interior architectural woodwork with transparent finish at fabrication shop. Defer only final touchup, cleaning, and polishing until after installation.



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B. Preparation for Finishing: Comply with Architectural Woodwork Standards, Section 5 for sanding, filling countersunk fasteners, sealing concealed surfaces, and similar preparations for finishing interior architectural woodwork, as applicable to each unit of work. 1. Backpriming: Apply one coat of sealer or primer, compatible with finish coats, to concealed

surfaces of interior architectural woodwork. Apply two coats to end-grain surfaces.

C. Transparent Finish: 1. Architectural Woodwork Standards Grade: Custom . 2. Finish System - 12: Polyurethane, Water Based. 3. Wash Coat for Closed-Grain Woods: Apply wash-coat sealer to woodwork made from

closed-grain wood before staining and finishing. 4. Staining: Match approved sample for color . 5. Open Finish for Open-Grain Woods: Do not apply filler to open-grain woods. 6. Sheen: Satin, 31-45 gloss units measured on 60-degree gloss meter in accordance with

ASTM D523.

PART 3 - EXECUTION

3.1 PREPARATION

A. Before installation, condition interior architectural woodwork to humidity conditions in installation areas for not less than 72 hours prior to beginning of installation.

B. Before installing interior architectural woodwork, examine shop-fabricated work for completion and complete work as required, including removal of packing and backpriming of concealed surfaces.

3.2 INSTALLATION

A. Grade: Install interior architectural woodwork to comply with same grade as item to be installed.

B. Assemble interior architectural woodwork and complete fabrication at Project site to the extent that it was not completed during shop fabrication.

C. Install interior architectural woodwork level, plumb, true in line, and without distortion. 1. Shim as required with concealed shims. 2. Install level and plumb to a tolerance of 1/8 inch in 96 inches.

D. Scribe and cut interior architectural woodwork to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts.

E. Preservative-Treated Wood: Where cut or drilled in field, treat cut ends and drilled holes in accordance with AWPA M4.

F. Fire-Retardant-Treated Wood: Install fire-retardant-treated wood to comply with chemical treatment manufacturer's written instructions, including those for adhesives used to install woodwork.

G. Anchor interior architectural woodwork to anchors or blocking built in or directly attached to substrates. 1. Secure with countersunk, concealed fasteners and blind nailing. 2. Use fine finishing nails or finishing screws for exposed fastening, countersunk and filled

flush with interior architectural woodwork. 3. For shop-finished items, use filler matching finish of items being installed.



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JOINT SEALANTS 07 92 00 - Page 1 of 5

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SECTION 07 92 00 - JOINT SEALANTS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Silicone joint sealants. 2. Mildew-resistant joint sealants. 3. Latex joint sealants.




A. Product data.


A. Sample warranties.


A. Warranty Documentation: 1. Manufacturers' special warranties. 2. Installer's special warranties.

1.6 WARRANTY

A. Special Installer's Warranty: Installer agrees to repair or replace joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Two years from date of Substantial Completion.

B. Special Manufacturer's Warranty: Manufacturer agrees to furnish joint sealants to repair or replace those joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Five years from date of Substantial Completion.

C. Special warranties specified in this article exclude deterioration or failure of joint sealants from the following: 1. Movement of the structure caused by stresses on the sealant exceeding sealant

manufacturer's written specifications for sealant elongation and compression. 2. Disintegration of joint substrates from causes exceeding design specifications. 3. Mechanical damage caused by individuals, tools, or other outside agents. 4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric

contaminants.



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PART 2 - PRODUCTS

2.1 JOINT SEALANTS, GENERAL

A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer, based on testing and field experience.

B. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range.

2.2 SILICONE JOINT SEALANTS

A. Silicone, S, NS, 100/50, NT: Single-component, nonsag, plus 100 percent and minus 50 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant; ASTM C920, Type S, Grade NS, Class 100/50, Use NT. 1. <Click here to find, evaluate, and insert list of manufacturers and products.>

2.3 MILDEW-RESISTANT JOINT SEALANTS

A. Mildew-Resistant Joint Sealants: Formulated for prolonged exposure to humidity with fungicide to prevent mold and mildew growth.

B. Silicone, Mildew Resistant, Acid Curing, S, NS, 25, NT: Mildew-resistant, single-component, nonsag, plus 25 percent and minus 25 percent movement capability, nontraffic-use, acid-curing silicone joint sealant; ASTM C920, Type S, Grade NS, Class 25, Use NT. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. GE Construction Sealants; Momentive Performance Materials Inc. b. Pecora Corporation. c. The Dow Chemical Company. d. Tremco Incorporated.

2.4 LATEX JOINT SEALANTS

A. Acrylic Latex: Acrylic latex or siliconized acrylic latex, ASTM C834, Type OP, Grade NF. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Pecora Corporation. b. Sherwin-Williams Company (The). c. Tremco Incorporated.

2.5 JOINT-SEALANT BACKING

A. Sealant Backing Material, General: Nonstaining; compatible with joint substrates, sealants, primers, and other joint fillers; and approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Construction Foam Products; a division of Nomaco, Inc. b. Master Builders Solutions.

B. Cylindrical Sealant Backings: ASTM C1330, Type C (closed-cell material with a surface skin) , and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance.

http://www.specagent.com/LookUp/?ulid=9399&mf=&src=wd






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C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint. Provide self-adhesive tape where applicable.


A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests.

B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants to joint substrates.

C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints.

PART 3 - EXECUTION

3.1 PREPARATION

A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions and the following requirements: 1. Remove all foreign material from joint substrates that could interfere with adhesion of joint

sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost.

2. Clean porous joint substrate surfaces by brushing, grinding, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining after cleaning operations above by vacuuming or blowing out joints with oil-free compressed air. Porous joint substrates include the following: a. Concrete. b. Masonry. c. Unglazed surfaces of ceramic tile. d. Exterior insulation and finish systems. e. .

3. Remove laitance and form-release agents from concrete. 4. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do

not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. Nonporous joint substrates include the following: a. Metal. b. Glass. c. Porcelain enamel. d. Glazed surfaces of ceramic tile. e. .

B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as indicated by preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint-sealant manufacturer's written instructions. Confine primers to areas of joint-sealant bond; do not allow spillage or migration onto adjoining surfaces.

C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or



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by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal.

3.2 INSTALLATION OF JOINT SEALANTS

A. General: Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply.

B. Sealant Installation Standard: Comply with recommendations in ASTM C1193 for use of joint sealants as applicable to materials, applications, and conditions indicated.

C. Install sealant backings of type indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application, and

replace them with dry materials.

D. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs of joints.

E. Install sealants using proven techniques that comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow

optimum sealant movement capability.

F. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified in subparagraphs below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. 1. Remove excess sealant from surfaces adjacent to joints. 2. Use tooling agents that are approved in writing by sealant manufacturer and that do not

discolor sealants or adjacent surfaces. 3. Provide concave joint profile in accordance with Figure 8A in ASTM C1193 unless

otherwise indicated. 4. Provide flush joint profile at locations indicated on Drawings in accordance with Figure 8B

in ASTM C1193. 5. Provide recessed joint configuration of recess depth and at locations indicated on Drawings

in accordance with Figure 8C in ASTM C1193. a. Use masking tape to protect surfaces adjacent to recessed tooled joints.

G. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur.

H. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out, remove, and repair damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from original work.



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3.3 JOINT-SEALANT SCHEDULE

A. Interior joints in vertical surfaces and horizontal nontraffic surfaces: 1. Joint Locations:

a. Vertical joints on exposed surfaces of walls and partitions. b. .

2. Joint Sealant: Urethane, S, NS, 25, NT . 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors .

B. Interior joints in vertical surfaces and horizontal nontraffic surfaces not subject to significant movement: 1. Joint Locations:

a. Perimeter joints between interior wall surfaces and frames of interior doors . b. .

2. Joint Sealant: Acrylic latex . 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors .

C. Mildew-resistant interior joints in vertical surfaces and horizontal nontraffic surfaces: 1. Joint Locations:

a. Joints between plumbing fixtures and adjoining walls, floors, and counters. b. .

2. Joint Sealant: Silicone, mildew resistant, acid curing, S, NS, 25, NT . 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors .



FLUSH WOOD DOORS 08 14 16 - Page 1 of 4

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SECTION 08 14 16 - FLUSH WOOD DOORS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Five-ply flush wood veneer-faced doors for transparent finish. 2. Factory finishing flush wood doors and frames. 3. Factory fitting flush wood doors to frames and factory machining for hardware.


A. Product Data: For each type of product, including the following: 1. Door core materials and construction. 2. Door edge construction 3. Door face type and characteristics. 4. Door louvers. 5. Door trim for openings. 6. Door frame construction. 7. Factory-machining criteria. 8. Factory- finishing specifications.

B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each type of door; construction details not covered in Product Data; and the following: 1. Door schedule indicating door and frame location, type, size, fire protection rating, and

swing. 2. Door elevations, dimension and locations of hardware, lite and louver cutouts, and glazing

thicknesses. 3. Details of frame for each frame type, including dimensions and profile. 4. Details of electrical raceway and preparation for electrified hardware, access control

systems, and security systems. 5. Dimensions and locations of blocking for hardware attachment. 6. Clearances and undercuts. 7. Requirements for veneer matching. 8. Apply Program label to Shop Drawings.

C. Samples: For factory-finished doors and factory-finished door frames.



A. Quality Standard Compliance Certificates: Program certificates.


A. Manufacturer's Certification: Licensed participant in .



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PART 2 - PRODUCTS

2.1 FLUSH WOOD DOORS AND FRAMES, GENERAL

A. Quality Standard: In addition to requirements specified, comply with "Architectural Woodwork Standards."

2.2 SOLID-CORE, FIVE-PLY FLUSH WOOD VENEER-FACED DOORS FOR TRANSPARENT FINISH

A. Interior Doors : 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Oshkosh Door Company. b. VT Industries Inc.

2. Performance Grade: ANSI/WDMA I.S. 1A Heavy Duty . 3. Performance Grade:

a. ANSI/WDMA I.S. 1A Heavy Duty unless otherwise indicated on Drawings. 4. Architectural Woodwork Standards Grade: Custom. 5. Faces: Single-ply wood veneer not less than 1/50 inch thick.

a. Species: Select white birch . b. Cut: Plain sliced (flat sliced) . c. Match between Veneer Leaves: Book match. d. Assembly of Veneer Leaves on Door Faces: Center-balance match. e. Pair and Set Match: Provide for doors hung in same opening or separated only by

mullions. f. Room Match: Provide door faces of compatible color and grain within each separate

room or area of building. 6. Exposed Vertical Edges: Same species as faces or a compatible species - Architectural

Woodwork Standards edge Type A . a. Mineral-Core Doors: At hinge stiles, provide laminated-edge construction with

improved screw-holding capability and split resistance. Comply with specified requirements for exposed edges. 1) Screw-Holding Capability: 550 lbf in accordance with WDMA T.M. 10.

7. Core for Non-Fire-Rated Doors: a. ANSI A208.1, Grade LD-1 particleboard.

1) Blocking: Provide wood blocking in particleboard-core doors as needed to eliminate through-bolting hardware.

b. Glued wood stave. c. WDMA I.S. 10 structural composite lumber.

1) Screw Withdrawal, Face: 550 lbf . 2) Screw Withdrawal, Edge: 550 lbf .

d. Either glued wood stave or WDMA I.S. 10 structural composite lumber. 8. Construction: Five plies, hot-pressed bonded (vertical and horizontal edging is bonded to

core), with entire unit abrasive planed before veneering.

2.3 FABRICATION

A. Factory fit doors to suit frame-opening sizes indicated. 1. Comply with clearance requirements of referenced quality standard for fitting unless

otherwise indicated. 2. Comply with NFPA 80 requirements for fire-rated doors.

B. Factory machine doors for hardware that is not surface applied. 1. Locate hardware to comply with DHI-WDHS-3.




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2. Comply with final hardware schedules, door frame Shop Drawings, ANSI/BHMA-156.115-W, and hardware templates.

3. Coordinate with hardware mortises in metal frames, to verify dimensions and alignment before factory machining.

4. For doors scheduled to receive electrified locksets, provide factory-installed raceway and wiring to accommodate specified hardware.

5. Metal Astragals: Factory machine astragals and formed-steel edges for hardware for pairs of fire-rated doors.

C. Openings: Factory cut and trim openings through doors. 1. Light Openings: Trim openings with moldings of material and profile indicated. 2. Glazing: Factory install glazing in doors indicated to be factory finished. Comply with

applicable requirements in Section 08 80 00 "Glazing." 3. Louvers: Factory install louvers in prepared openings.

D. Exterior Doors: Factory treat exterior doors with water repellent after fabrication has been completed but before factory finishing. 1. Flash top of outswinging doors with manufacturer's standard metal flashing.

2.4 FACTORY FINISHING

A. Comply with referenced quality standard for factory finishing. 1. Complete fabrication, including fitting doors for openings and machining for hardware that

is not surface applied, before finishing. 2. Finish faces, all four edges, edges of cutouts, and mortises. 3. Stains and fillers may be omitted on bottom edges, edges of cutouts, and mortises.

B. Factory finish doors.

C. Transparent Finish: 1. Architectural Woodwork Standards Grade: Custom. 2. Finish: Architectural Woodwork Standards System-10, UV Curable, Water Based. 3. Staining: Match Architect's sample . 4. Effect: Open-grain finish . 5. Sheen: Satin .

PART 3 - EXECUTION

3.1 INSTALLATION

A. Hardware: For installation, see Section 08 71 00 "Door Hardware."

B. Install doors and frames to comply with manufacturer's written instructions and referenced quality standard, and as indicated.

C. Install frames level, plumb, true, and straight. 1. Shim as required with concealed shims. Install level and plumb to a tolerance of 1/8 inch

in 96 inches. 2. Anchor frames to anchors or blocking built in or directly attached to substrates.

a. Secure with countersunk, concealed fasteners and blind nailing. b. Use fine finishing nails or finishing screws for exposed fastening, countersunk and

filled flush with woodwork. 1) For factory-finished items, use filler matching finish of items being installed.

3. Install fire-rated doors and frames in accordance with NFPA 80. 4. Install smoke- and draft-control doors in accordance with NFPA 105.



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D. Job-Fitted Doors: 1. Align and fit doors in frames with uniform clearances and bevels as indicated below.

a. Do not trim stiles and rails in excess of limits set by manufacturer or permitted for fire-rated doors.

2. Machine doors for hardware. 3. Seal edges of doors, edges of cutouts, and mortises after fitting and machining. 4. Clearances:

a. Provide 1/8 inch at heads, jambs, and between pairs of doors. b. Provide 1/8 inch from bottom of door to top of decorative floor finish or covering

unless otherwise indicated on Drawings. c. Where threshold is shown or scheduled, provide1/4 inch from bottom of door to top

of threshold unless otherwise indicated. d. Comply with NFPA 80 for fire-rated doors.

5. Bevel non-fire-rated doors 1/8 inch in 2 inches at lock and hinge edges. 6. Bevel fire-rated doors 1/8 inch in 2 inches at lock edge; trim stiles and rails only to extent

permitted by labeling agency.

E. Factory-Fitted Doors: Align in frames for uniform clearance at each edge.

F. Factory-Finished Doors: Restore finish before installation if fitting or machining is required at Project site.

3.2 ADJUSTING

A. Operation: Rehang or replace doors that do not swing or operate freely.

B. Finished Doors: Replace doors that are damaged or that do not comply with requirements. Doors may be repaired or refinished if Work complies with requirements and shows no evidence of repair or refinishing.



DOOR HARDWARE 08 71 00 - Page 1 of 7

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SECTION 08 71 00 - DOOR HARDWARE

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Mechanical door hardware for the following:

a. Swinging doors. b. Sliding doors. c. Folding doors.

2. Cylinders for door hardware specified in other Sections. 3. Electrified door hardware.


A. Preinstallation Conference: Conduct conference at Project site.

B. Keying Conference: Conduct conference at Project site.


A. Product Data: For each type of product.

B. Shop Drawings: For electrified door hardware. 1. Include diagrams for power, signal, and control wiring. 2. Include details of interface of electrified door hardware and building safety and security

systems.

C. Samples: For each exposed product in each finish specified.

D. Door hardware schedule.

E. Keying schedule.

F. Schedules shall be kept current with all changes to the project. If changes occur, project hardware schedules shall be maintained to reflect the changes as they are approved. Omitted items shall be deleted from openings, added and replaced items shall be included. Installation submittals shall be kept current as changes occur. Upon request, a complete updated hardware schedule shall be provided to the contractor. Supplemental submittals that include only the changed openings will not be acceptable.

G. Prior to final payment, provide a record copy of hardware schedules, including all revisions and updates. All openings shall be listed to reflect final installed configuration only.


A. Sample warranty.


A. Maintenance data.



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A. Installer Qualifications: Supplier of products and an employer of workers trained and approved by product manufacturers and of an Architectural Hardware Consultant who is available during the course of the Work to consult Contractor, Architect, and Owner about door hardware and keying. 1. Scheduling Responsibility: Preparation of door hardware and keying schedule. 2. Engineering Responsibility: Preparation of data for electrified door hardware, including

Shop Drawings, based on testing and engineering analysis of manufacturer's standard units in assemblies similar to those indicated for this Project.

B. Architectural Hardware Consultant Qualifications: A person who is experienced in providing consulting services for door hardware installations that are comparable in material, design, and extent to that indicated for this Project and who is currently certified by DHI as an Architectural Hardware Consultant (AHC).

C. Fire-Rated Door Assemblies: Where fire-rated door assemblies are indicated, provide door hardware rated for use in assemblies complying with NFPA 80 that are listed and labeled by a qualified testing agency, for fire-protection ratings indicated, based on testing at positive pressure according to NFPA 252 or UL 10C, unless otherwise indicated. Provide positive latching and self closing, regardless if not shown in sets.

D. Items of hardware not definitely specified herein but necessary for completion of the work shall be provided. Such items shall be of type and quality suitable to the service required and comparable to the adjacent hardware. Where size and shape of members is such as to prevent the use of types specified, hardware shall be furnished of suitable types having as nearly as practicable the same operation and quality as the type specified. Sizes shall be adequate for the service required.

E. Include such nuances as strike type, strike lip length, raised barrel hinges, mounting brackets, blade stop spacers, special templates, fasteners, shims, and coordination between conflicting products. All doors shall be provided with a stop.

1.7 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period. 1. Warranty Period: Three years from date of Substantial Completion unless otherwise

indicated below: a. Exit Devices: Two years from date of Substantial Completion. b. Manual Closers: Ten years from date of Substantial Completion.

B. Factory direct order number shall be provided for each shipment of locks, closers and exit devices with warranty, prior to final payment.

PART 2 - PRODUCTS


A. Fire-Rated Door Assemblies: Where fire-rated doors are indicated, provide door hardware complying with NFPA 80 that is listed and labeled by a qualified testing agency, for fire-protection ratings indicated, based on testing at positive pressure according to NFPA 252 or UL 10C.

B. Smoke- and Draft-Control Door Assemblies: Where smoke- and draft-control door assemblies are required, provide door hardware that complies with requirements of assemblies tested according to UL 1784 and installed in compliance with NFPA 105.



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1. Air Leakage Rate: Maximum air leakage of 0.3 cfm/sq. ft.at the tested pressure differential of 0.3-inch wg of water.

C. Electrified Door Hardware: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

D. Means of Egress Doors: Latches do not require more than 15 lbf to release the latch. Locks do not require use of a key, tool, or special knowledge for operation.

E. Accessibility Requirements: For door hardware on doors in an accessible route, comply with the DOJ's "2010 ADA Standards for Accessible Design".

2.2 SCHEDULED DOOR HARDWARE

A. Provide products for each door that comply with requirements indicated in Part 2 and door hardware schedule. 1. Door hardware is scheduled in Part 3.

2.3 HINGES

A. Hinges: BHMA A156.1. Provide template-produced hinges. 1. Manufacturers: Subject to compliance with requirements, provide products by the

following: a. Hager Companies. b. Ives. c. Stanley.

2. Out-swinging exterior and interior door hinges shall have non-removable pins. 3. Number of hinges: 3 for doors up to 90" high; provide 1 additional hinge for each additional

30" in height or fraction thereof. 4. Provide steel for interior doors and stainless steel for exterior doors (unless otherwise

noted); with specified plated finish. 5. Hinge Types:

a. For interior doors 36 inches wide and less: Standard duty ball bearing, 134 ga.; 4-1/2 x 4-1/2.

b. For interior doors over 36 inches wide: Heavy weight ball bearing, 5 x 4-1/2, 190 ga., 4 bearing.

c. For all exterior doors (unless otherwise noted in hardware sets): Heavy weight ball bearing, 5 x 4-1/2, 190 ga., 4 bearing.

2.4 CONTINUOUS HINGES

A. Continuous Hinges: BHMA A156.26; minimum 0.120-inch-thick, hinge leaves with minimum overall width of 4 inches; fabricated to full height of door and frame and to template screw locations; with components finished after milling and drilling are complete.

B. Continuous, Gear-Type Hinges: Extruded-aluminum, pinless, geared hinge leaves joined by a continuous extruded-aluminum channel cap; with concealed, self-lubricating thrust bearings. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Hager Companies. b. Ives. c. Select Products Limited. d. No alternate manufacturers will be accepted without architect’s written approval prior

to bid.



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2.5 MECHANICAL LOCKS AND LATCHES

A. Lock Functions: As indicated in door hardware schedule.

B. Lock Throw: Comply with testing requirements for length of bolts required for labeled fire doors, and as follows: 1. Bored Locks: Minimum 1/2-inch latchbolt throw.

C. Lock Backset: 2-3/4 inches unless otherwise indicated. Field verify backset requirements for existing doors.

D. Strikes: Provide manufacturer's standard strike for each lock bolt or latchbolt complying with requirements indicated for applicable lock or latch and with strike box and curved lip extended to protect frame; finished to match lock or latch. 1. Flat-Lip Strikes: For locks with three-piece antifriction latchbolts, as recommended by

manufacturer. 2. Extra-Long-Lip Strikes: For locks used on frames with applied wood casing trim. 3. Aluminum-Frame Strike Box: Manufacturer's special strike box fabricated for aluminum

framing. 4. Rabbet Front and Strike: Provide on locksets for rabbeted meeting stiles.

E. Mortise Locks: BHMA A156.13; Grade 1; Series 1000. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Corbin Russwin. b. No alternate manufacturers will be accepted without Architect's written approval

prior to bid.

2.6 EXIT DEVICES AND AUXILIARY ITEMS

A. Exit Devices and Auxiliary Items: BHMA A156.3. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Von Duprin. b. No alternate manufacturers will be accepted without architect’s written approval prior

to bid.

2.7 LOCK CYLINDERS AND KEYING

A. Lock Cylinders: Manufacturer’s Standard Lock Cylinders: BHMA A156.5, Grade 1.

B. Cylinders: Manufacturer's standard non-removable core cylinder, constructed from brass or bronze, stainless steel, or nickel silver, and complying with the following: 1. Provide cylinders for storefront doors and other locking doors that do not require other

hardware. 2. Provide construction keying. Provide 5 construction master keys. 3. Manufacturers:

a. Corbin Russwin. b. No alternate manufacturers will be accepted without architect’s written approval prior

to bid.

C. Keying System: Factory registered, complying with guidelines in BHMA A156.28, Appendix A. Incorporate decisions made in keying conference, and as follows: 1. Master Key System: Master key new locks into the existing key system per Owner's

instructions.



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D. Each lock shall have (2) change keys.

E. Provide 5 masterkeys for each set.

2.8 OPERATING TRIM

A. Operating Trim: BHMA A156.6; stainless steel unless otherwise indicated. 1. Manufacturers: Subject to compliance with requirements, provide products by the

following: a. Hager Companies. b. Ives. c. Rockwood Manufacturing Company.

2.9 SURFACE CLOSERS

A. Surface Closers: BHMA A156.4; rack-and-pinion hydraulic type with adjustable sweep and latch speeds controlled by key-operated valves and forged-steel main arm. Comply with manufacturer's written instructions for size of door closers depending on size of door, exposure to weather, and anticipated frequency of use. Provide factory-sized closers, adjustable to meet field conditions and requirements for opening force. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. LCN b. No alternate manufacturers will be accepted without architect’s written approval prior

to bid.

2.10 MECHANICAL STOPS AND HOLDERS

A. Wall- and Floor-Mounted Stops: BHMA A156.16. 1. Manufacturers: Subject to compliance with requirements, provide products by the


2.11 OVERHEAD STOPS AND HOLDERS

A. Overhead Stops and Holders: BHMA A156.8. 1. Manufacturers: Subject to compliance with requirements, provide products by the

following: a. Glynn Johnson. b. Rixson. c. Sargent.

2.12 DOOR GASKETING

A. Door Gasketing: BHMA A156.22; with resilient or flexible seal strips that are easily replaceable and readily available from stocks maintained by manufacturer. 1. Manufacturers: Subject to compliance with requirements, provide products by the

following: a. Hager Companies. b. National Guard Products. c. Zero.



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B. Maximum Air Leakage: When tested according to ASTM E 283 with tested pressure differential of 0.3-inch wg, as follows: 1. Smoke-Rated Gasketing: 0.3 cfm/sq. ft. of door opening. 2. Gasketing on Single Doors: 0.3 cfm/sq. ft. of door opening. 3. Gasketing on Double Doors: 0.50 cfm per foot of door opening.

2.13 THRESHOLDS

A. Thresholds: BHMA A156.21; fabricated to full width of opening indicated. 1. Manufacturers: Subject to compliance with requirements, provide products by the

following: a. Hager Companies. b. National Guard Products. c. Zero.

2.14 AUXILIARY DOOR HARDWARE

A. Auxiliary Hardware: BHMA A156.16. 1. Manufacturers: Subject to compliance with requirements, provide products by the


2.15 FINISHES

A. Provide finishes complying with BHMA A156.18 as indicated in door hardware schedule.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Mounting Heights: Mount door hardware units at heights to comply with the following unless otherwise indicated or required to comply with governing regulations. 1. Standard Steel Doors and Frames: ANSI/SDI A250.8. 2. Custom Steel Doors and Frames: HMMA 831. 3. Wood Doors: DHI's "Recommended Locations for Architectural Hardware for Wood Flush

Doors."

B. Install each door hardware item to comply with manufacturer's written instructions. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation of surface protective trim units with finishing work. Do not install surface-mounted items until finishes have been completed on substrates involved.

C. Hinges: Install types and in quantities indicated in door hardware schedule, but not fewer than the number recommended by manufacturer for application indicated or one hinge for every 30 inches of door height, whichever is more stringent, unless other equivalent means of support for door, such as spring hinges or pivots, are provided.

D. Thresholds: Set thresholds for exterior doors and other doors indicated in full bed of sealant complying with requirements specified in Section 07 9 2 .00 "Joint Sealants."

E. Stops: Provide floor stops for doors unless wall or other type stops are indicated in door hardware schedule. Do not mount floor stops where they will impede traffic.



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F. Perimeter Gasketing: Apply to head and jamb, forming seal between door and frame. 1. Do not notch perimeter gasketing to install other surface-applied hardware.

G. Meeting Stile Gasketing: Fasten to meeting stiles, forming seal when doors are closed.

H. Door Bottoms: Apply to bottom of door, forming seal with threshold when door is closed.

3.2 ADJUSTING

A. Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements.

3.3 DOOR HARDWARE SCHEDULE

A. Set 01 1. EA HINGES AS SPECIFIED 605 HAG 2. 1 EA PRIVACY LOCK ML2030 x NSA 605 COR 3. 1 EA WALL STOP WS407 630 IVE

B. Set 02 1. EA HINGES AS SPECIFIED 605 HAG 2. 1 EA CLASSROOM LOCK ML2055 x NSA 605 COR 3. 1 EA WALL STOP WS407 630 IVE

C. Set 03 1. EA HINGES AS SPECIFIED 605 HAG 2. 1 EA PASSAGE SET ML2010 x NSA 605 COR 3. 1 EA WALL STOP WS407 630 IVE



GYPSUM BOARD 09 29 00 - Page 1 of 3

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SECTION 09 29 00 - GYPSUM BOARD

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Interior gypsum board.


A. Product Data: 1. Gypsum wallboard. 2. Gypsum board, Type X. 3. Joint treatment materials. 4. Laminating adhesive. 5. Sound-attenuation blankets. 6. Acoustical sealant.

PART 2 - PRODUCTS


2.2 GYPSUM BOARD, GENERAL

A. Size: Provide maximum lengths and widths available that will minimize joints in each area and that correspond with support system indicated.

2.3 INTERIOR GYPSUM BOARD

A. Gypsum Wallboard: ASTM C1396/C1396M. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. American Gypsum. b. Certainteed; SAINT-GOBAIN. c. Georgia-Pacific Gypsum LLC. d. National Gypsum Company. e. USG Corporation.

2. Thickness: 1/2 inch. 3. Long Edges: Tapered .

B. Gypsum Board, Type X: ASTM C1396/C1396M. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. American Gypsum. b. Certainteed; SAINT-GOBAIN. c. Georgia-Pacific Gypsum LLC. d. National Gypsum Company. e. USG Corporation.

2. Thickness: 5/8 inch. 3. Long Edges: Tapered .





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2.4 JOINT TREATMENT MATERIALS

A. General: Comply with ASTM C475/C475M.

B. Joint Tape: 1. Interior Gypsum Board: Paper.

C. Joint Compound for Interior Gypsum Board: For each coat, use formulation that is compatible with other compounds applied on previous or for successive coats. 1. Prefilling: At open joints and damaged surface areas, use setting-type taping compound. 2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim

flanges, use setting-type taping compound. 3. Fill Coat: For second coat, use setting-type, sandable topping compound. 4. Finish Coat: For third coat, use drying-type, all-purpose compound.

2.5 AUXILIARY MATERIALS

A. Provide auxiliary materials that comply with referenced installation standards and manufacturer's written instructions.

B. Laminating Adhesive: Adhesive or joint compound recommended for directly adhering gypsum panels to continuous substrate.

C. Steel Drill Screws: ASTM C1002 unless otherwise indicated. 1. Use screws complying with ASTM C954 for fastening panels to steel members from 0.033

to 0.112 inch thick. 2. For fastening cementitious backer units, use screws of type and size recommended by

panel manufacturer.

D. Sound-Attenuation Blankets: ASTM C665, Type I (blankets without membrane facing) produced by combining thermosetting resins with mineral fibers manufactured from glass, slag wool, or rock wool. 1. Fire-Resistance-Rated Assemblies: Comply with mineral-fiber requirements of assembly.

PART 3 - EXECUTION

3.1 INSTALLATION AND FINISHING OF PANELS

A. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold damaged.

B. Comply with ASTM C840.

C. Isolate perimeter of gypsum board applied to non-load-bearing partitions at structural abutments. Provide 1/4- to 1/2-inch- wide spaces at these locations and trim edges with edge trim where edges of panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant.

D. For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions.

E. Prefill open joints and damaged surface areas.

F. Apply joint tape over gypsum board joints, except for trim products specifically indicated as not intended to receive tape.



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G. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM C840: 1. Level 4: At panel surfaces that will be exposed to view unless otherwise indicated .

a. Primer and its application to surfaces are specified in Section 09 91 23 "Interior Painting."

3.2 PROTECTION

A. Protect installed products from damage from weather, condensation, direct sunlight, construction, and other causes during remainder of the construction period.

B. Remove and replace panels that are wet, moisture damaged, and mold damaged.



CERAMIC TILING 09 30 13 - Page 1 of 3

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SECTION 09 30 13 - CERAMIC TILING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Ceramic mosaic tile.



PART 2 - PRODUCTS

2.1 PRODUCTS, GENERAL

A. ANSI Ceramic Tile Standard: Provide Standard-grade tile that complies with ANSI A137.1 for types, compositions, and other characteristics indicated.

B. ANSI Standards for Tile Installation Materials: Provide materials complying with ANSI A108.02, ANSI standards referenced in other Part 2 articles, ANSI standards referenced by TCNA installation methods specified in tile installation schedules, and other requirements specified.

2.2 TILE PRODUCTS

A. Factory-Mounted Mosaic Ceramic Tile Type : Unglazed . 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Daltile. b. Interceramic.

2. Composition: Porcelain . 3. Certification: Porcelain tile certified by the Porcelain Tile Certification Agency. 4. Module Size: 1 by 1 inch 1 by 2 inches 2 by 2 inches . 5. Thickness: 1/4 inch. 6. Face: Plain with cushion edges. 7. Surface: Smooth, without abrasive admixture. 8. Dynamic Coefficient of Friction: Not less than 0.42. 9. Tile Color and Pattern: Match Existing . 10. Grout Color: Match Existing .

2.3 SETTING MATERIALS

A. Improved Modified Dry-Set Mortar (Thinset): ANSI A118.15. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Custom Building Products. b. H.B. Fuller Construction Products Inc. / TEC. c. Laticrete International, Inc. d. MAPEI Corporation.

2. Provide prepackaged, dry-mortar mix to which only water must be added at Project site. 3. Provide prepackaged, dry-mortar mix combined with liquid-latex additive at Project site. 4. For wall applications, provide nonsagging mortar.





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2.4 GROUT MATERIALS

A. Sand-Portland Cement Grout: ANSI A108.10, consisting of white or gray cement and white or colored aggregate as required to produce color indicated.

B. High-Performance Tile Grout: ANSI A118.7. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Custom Building Products. b. H.B. Fuller Construction Products Inc. / TEC. c. Laticrete International, Inc. d. MAPEI Corporation.

2. Polymer Type: a. Dry, redispersible form, prepackaged with other dry ingredients. b. Liquid-latex form for addition to prepackaged dry-grout mix.

C. Grout for Pregrouted Tile Sheets: Same product used in factory to pregrout tile sheets.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions where tile will be installed, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. 1. Verify that substrates for setting tile are firm; dry; clean; free of coatings that are

incompatible with tile-setting materials, including curing compounds and other substances that contain soap, wax, oil, or silicone; and comply with flatness tolerances required by ANSI A108.01 for installations indicated.

2. Verify that concrete substrates for tile floors installed with thinset mortar comply with surface finish requirements in ANSI A108.01 for installations indicated.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Fill cracks, holes, and depressions in concrete substrates for tile floors installed with thinset mortar with trowelable leveling and patching compound specifically recommended by tile-setting material manufacturer.

B. Where indicated, prepare substrates to receive waterproof membrane by applying a reinforced mortar bed that complies with ANSI A108.1A and is sloped 1/4 inch per foot toward drains.

C. Blending: For tile exhibiting color variations, verify that tile has been factory blended and packaged so tile units taken from one package show same range of colors as those taken from other packages and match approved Samples. If not factory blended, either return to manufacturer or blend tiles at Project site before installing.

3.3 INSTALLATION

A. Comply with TCNA's "Handbook for Ceramic, Glass, and Stone Tile Installation" for TCNA installation methods specified in tile installation schedules. Comply with parts of the ANSI A108 series "Specifications for Installation of Ceramic Tile" that are referenced in TCNA installation methods, specified in tile installation schedules, and apply to types of setting and grouting materials used.




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1. For the following installations, follow procedures in the ANSI A108 series of tile installation standards for providing 95 percent mortar coverage: a. Exterior tile floors. b. Tile floors in wet areas. c. Tile swimming pool decks. d. Tile floors in laundries. e. Tile floors consisting of tiles 8 by 8 inches or larger. f. Tile floors consisting of rib-backed tiles.

B. Extend tile work into recesses and under or behind equipment and fixtures to form complete covering without interruptions unless otherwise indicated. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint alignments.

C. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so plates, collars, or covers overlap tile.

D. Provide manufacturer's standard trim shapes where necessary to eliminate exposed tile edges.

E. Where accent tile differs in thickness from field tile, vary setting bed thickness so that tiles are flush.

F. Jointing Pattern: Lay tile in grid pattern unless otherwise indicated. Lay out tile work and center tile fields in both directions in each space or on each wall area. Lay out tile work to minimize the use of pieces that are less than half of a tile. Provide uniform joint widths unless otherwise indicated.

G. Joint Widths: Unless otherwise indicated, install tile with the following joint widths: 1. Ceramic Mosaic Tile: Match Existing.

3.4 INTERIOR CERAMIC TILE INSTALLATION SCHEDULE

A. Interior Floor Installations, Concrete Subfloor: 1. TCNA F113 : Thinset mortar.

a. Ceramic Tile Type: Mosaic . b. Thinset Mortar: Improved modified dry-set mortar. c. Grout: Standard sanded cement grout.



ACOUSTICAL PANEL CEILINGS 09 51 13 - Page 1 of 2

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SECTION 09 51 13 - ACOUSTICAL PANEL CEILINGS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes acoustical panels and exposed suspension systems for interior ceilings.







PART 2 - PRODUCTS


2.2 ACOUSTICAL PANELS

A. Basis-of-Design Product: Subject to compliance with requirements, provide Armstrong Ceiling & Wall Solutions; Dune or comparable product by one of the following: 1. Certainteed; SAINT-GOBAIN. 2. USG Corporation. 3. Armstrong Ceiling & Wall Solutions.

B. Acoustical Panel Standard: Manufacturer's standard panels according to ASTM E 1264.

C. Classification: Type III, Form 2, Class C E .

D. Color: White .

E. Light Reflectance (LR): .81 .

F. Ceiling Attenuation Class (CAC): 35 .

G. Noise Reduction Coefficient (NRC): .5 .

H. Edge/Joint Detail: Reveal sized to fit flange of exposed suspension-system members .

I. Thickness: 5/8 inch .

J. Modular Size: 24 by 24 inches .

2.3 METAL SUSPENSION SYSTEM

A. Basis-of-Design Product: Subject to compliance with requirements, provide Armstrong Ceiling & Wall Solutions; Prelude or comparable product by one of the following:




ACOUSTICAL PANEL CEILINGS 09 51 13 - Page 2 of 2

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1. Certainteed; SAINT-GOBAIN. 2. USG Corporation. 3. Armstrong Ceiling & Wall Solutions.

B. Metal Suspension-System Standard: Manufacturer's standard, direct-hung, metal suspension system and accessories according to ASTM C 635/C 635M.

C. Wide-Face, Capped, Double-Web, Steel Suspension System: Main and cross runners roll formed from cold-rolled steel sheet; prepainted, electrolytically zinc coated, or hot-dip galvanized, G30 coating designation; with prefinished 15/16-inch- wide metal caps on flanges. 1. Structural Classification: Intermediate -duty system. 2. End Condition of Cross Runners: Override (stepped) or butt-edge type. 3. Face Design: Flat, flush. 4. Cap Material: Cold-rolled steel . 5. Cap Finish: Painted white .

2.4 ACCESSORIES

A. Attachment Devices: Size for five times the design load indicated in ASTM C 635/C 635M, Table 1, "Direct Hung," unless otherwise indicated. Comply with seismic design requirements.

PART 3 - EXECUTION

3.1 PREPARATION

A. Measure each ceiling area and establish layout of acoustical panels to balance border widths at opposite edges of each ceiling. Avoid using less-than-half-width panels at borders unless otherwise indicated.

B. Layout openings for penetrations centered on the penetrating items.

3.2 INSTALLATION

A. Install acoustical panel ceilings according to ASTM C 636/C 636M and manufacturer's written instructions.

B. Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and where necessary to conceal edges of acoustical panels. 1. Do not use exposed fasteners, including pop rivets, on moldings and trim.



RESILIENT BASE AND ACCESSORIES 09 65 13 - Page 1 of 5

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SECTION 09 65 13 - RESILIENT BASE AND ACCESSORIES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Thermoset-rubber base. 2. Vinyl base. 3. Rubber stair accessories. 4. Rubber molding accessories. 5. Vinyl molding accessories.



B. Samples: For each exposed product and for each color and texture specified.

PART 2 - PRODUCTS


2.2 THERMOSET-RUBBER BASE

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Roppe Corporation; Roppe Holding Company.

B. Product Standard: ASTM F 1861, Type TS (rubber, vulcanized thermoset), Group I (solid, homogeneous). 1. Style and Location:

a. Style B, Cove: Provide in areas with resilient floor coverings .

C. Thickness: 0.125 inch.

D. Height: 4 inches .

E. Lengths: Coils in manufacturer's standard length .

F. Outside Corners: Job formed or preformed.

G. Inside Corners: Job formed .

H. Colors: 193 Brown/Black.

2.3 VINYL BASE

A. Manufacturers: Subject to compliance with requirements, provide products by the following: 1. Roppe Corporation; Roppe Holding Company.

B. Product Standard: ASTM F 1861, Type TV (vinyl, thermoplastic). 1. Group: I (solid, homogeneous) . 2. Style and Location:





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a. Style B, Cove: Provide in areas with resilient floor coverings .

C. Minimum Thickness: 0.125 inch .

D. Height: 4 inches .

E. Lengths: Coils in manufacturer's standard length .

F. Outside Corners: Job formed or preformed.

G. Inside Corners: Job formed .

H. Colors and Patterns: 193 Brown/Black .

2.4 RUBBER STAIR ACCESSORIES

A. Fire-Test-Response Characteristics: As determined by testing identical products according to ASTM E 648 or NFPA 253 by a qualified testing agency. 1. Critical Radiant Flux Classification: Class I, not less than 0.45 W/sq. cm.

B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Roppe Corporation; Roppe Holding Company.

C. Stair Treads: ASTM F 2169. 1. Type: TS (rubber, vulcanized thermoset) or TP (rubber, thermoplastic). 2. Class: 2 (pattern; embossed, grooved, or ribbed). 3. Group: 2 (with contrasting color for the visually impaired). 4. Nosing Style: Square . 5. Nosing Height: 1-1/2 inches . 6. Thickness: 1/4 inch and tapered to back edge . 7. Size: Lengths and depths to fit each stair tread in one piece . 8. Integral Risers: Smooth, flat; in height that fully covers substrate.

D. Separate Risers: Smooth, flat; in height that fully covers substrate; produced by same manufacturer as treads and recommended by manufacturer for installation with treads. 1. Style: Coved toe, 7 inches high by length matching treads . 2. Thickness: 0.125 inch .

E. Landing Tile: Matching treads; produced by same manufacturer as treads and recommended by manufacturer for installation with treads .

F. Locations: Provide rubber stair accessories in areas indicated .

G. Colors and Patterns: Black/Brown .

2.5 RUBBER MOLDING ACCESSORY

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Roppe Corporation; Roppe Holding Company. 2. VPI Corporation.

B. Description: Rubber transition strips .





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C. Profile and Dimensions: As indicated .

D. Locations: Provide rubber molding accessories in areas indicated .

E. Colors and Patterns: 193 Brown/Black .

2.6 VINYL MOLDING ACCESSORY

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Armstrong World Industries, Inc. 2. Flexco; Roppe Holding Company. 3. Johnsonite; a Tarkett company. 4. Roppe Corporation; Roppe Holding Company.

B. Description: Vinyl transition strips .

C. Profile and Dimensions: As indicated .

D. Locations: Provide vinyl molding accessories in areas indicated .

E. Colors and Patterns: 193 Brown/Black .

2.7 INSTALLATION MATERIALS

A. Stair-Tread Nose Filler: Two-part epoxy compound recommended by resilient stair-tread manufacturer to fill nosing substrates that do not conform to tread contours.

B. Floor Polish: Provide protective, liquid floor-polish products recommended by resilient stair-tread manufacturer.

PART 3 - EXECUTION

3.1 PREPARATION

A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of resilient products.

B. Concrete Substrates for Resilient Stair Accessories: Prepare horizontal surfaces according to ASTM F 710. 1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners. 2. Remove substrate coatings and other substances that are incompatible with adhesives

and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents.

3. Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer. Proceed with installation only after substrate alkalinity falls within range on pH scale recommended by manufacturer in writing, but not less than 5 or more than 9 pH.

4. Moisture Testing: Perform tests so that each test area does not exceed 1000 sq. ft. , and perform no fewer than three tests in each installation area and with test areas evenly spaced in installation areas. a. Anhydrous Calcium Chloride Test: ASTM F 1869. Proceed with installation only

after substrates have maximum moisture-vapor-emission rate of 3 lb of water/1000 sq. ft. in 24 hours.




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b. Relative Humidity Test: Using in-situ probes, ASTM F 2170. Proceed with installation only after substrates have a maximum 75 percent relative humidity level measurement.

C. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound; remove bumps and ridges to produce a uniform and smooth substrate.

D. Do not install resilient products until materials are the same temperature as space where they are to be installed.

E. Immediately before installation, sweep and vacuum clean substrates to be covered by resilient products.

3.2 RESILIENT BASE INSTALLATION

A. Comply with manufacturer's written instructions for installing resilient base.

B. Apply resilient base to walls, columns, pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is required.

C. Install resilient base in lengths as long as practical without gaps at seams and with tops of adjacent pieces aligned.

D. Tightly adhere resilient base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates.

E. Do not stretch resilient base during installation.

F. On masonry surfaces or other similar irregular substrates, fill voids along top edge of resilient base with manufacturer's recommended adhesive filler material.

G. Preformed Corners: Install preformed corners before installing straight pieces.

H. Job-Formed Corners: 1. Outside Corners: Use straight pieces of maximum lengths possible and form with returns

not less than 3 inches in length. a. Form without producing discoloration (whitening) at bends.

2. Inside Corners: Use straight pieces of maximum lengths possible and form with returns not less than 3 inches in length. a. Miter or cope corners to minimize open joints.

3.3 RESILIENT ACCESSORY INSTALLATION

A. Comply with manufacturer's written instructions for installing resilient accessories.

B. Resilient Stair Accessories: 1. Use stair-tread-nose filler to fill nosing substrates that do not conform to tread contours. 2. Tightly adhere to substrates throughout length of each piece. 3. For treads installed as separate, equal-length units, install to produce a flush joint between

units.

C. Resilient Molding Accessories: Butt to adjacent materials and tightly adhere to substrates throughout length of each piece. Install reducer strips at edges of floor covering that would otherwise be exposed.



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3.4 CLEANING AND PROTECTION

A. Comply with manufacturer's written instructions for cleaning and protecting resilient products.

B. Cover resilient products subject to wear and foot traffic until Substantial Completion.



RESILIENT TILE FLOORING 09 65 19 - Page 1 of 3

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SECTION 09 65 19 - RESILIENT TILE FLOORING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Vinyl composition floor tile.



B. Samples: For each exposed product and for each color and pattern specified.




A. Installer Qualifications: An entity that employs installers and supervisors who are competent in techniques required by manufacturer for floor tile installation.

PART 2 - PRODUCTS

2.1 VINYL COMPOSITION FLOOR TILE

A. Basis-of-Design Product: Subject to compliance with requirements, provide Armstrong Flooring, Inc.; Standard Execelon Imperial Texture.

B. Tile Standard: ASTM F 1066, Class 2, through pattern .

C. Wearing Surface: Smooth .

D. Thickness: 0.125 inch .

E. Size: 12 by 12 inches.

F. Colors and Patterns: See Drawings.

2.2 INSTALLATION MATERIALS

A. Trowelable Leveling and Patching Compounds: Latex-modified, portland-cement-based or blended hydraulic-cement-based formulation provided or approved by floor tile manufacturer for applications indicated.

B. Adhesives: Water-resistant type recommended by floor tile and adhesive manufacturers to suit floor tile and substrate conditions indicated.

C. Floor Polish: Provide protective, liquid floor-polish products recommended by floor tile manufacturer.




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PART 3 - EXECUTION

3.1 PREPARATION

A. Prepare substrates according to floor tile manufacturer's written instructions to ensure adhesion of resilient products.

B. Concrete Substrates: Prepare according to ASTM F 710. 1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners. 2. Remove substrate coatings and other substances that are incompatible with adhesives

and that contain soap, wax, oil, or silicone, using mechanical methods recommended by floor tile manufacturer. Do not use solvents.

3. Alkalinity and Adhesion Testing: Perform tests recommended by floor tile manufacturer. Proceed with installation only after substrate alkalinity falls within range on pH scale recommended by manufacturer in writing, but not less than 5 or more than 9 pH.

4. Moisture Testing: Perform tests so that each test area does not exceed 1000 sq. ft. , and perform no fewer than three tests in each installation area and with test areas evenly spaced in installation areas. a. Anhydrous Calcium Chloride Test: ASTM F 1869. Proceed with installation only

after substrates have maximum moisture-vapor-emission rate of 3 lb of water/1000 sq. ft. in 24 hours.

b. Relative Humidity Test: Using in-situ probes, ASTM F 2170. Proceed with installation only after substrates have a maximum 75 percent relative humidity level measurement.

C. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound; remove bumps and ridges to produce a uniform and smooth substrate.

D. Do not install floor tiles until materials are the same temperature as space where they are to be installed. 1. At least 48 hours in advance of installation, move resilient floor tile and installation materials

into spaces where they will be installed.

E. Immediately before installation, sweep and vacuum clean substrates to be covered by resilient floor tile.

3.2 FLOOR TILE INSTALLATION

A. Comply with manufacturer's written instructions for installing floor tile.

B. Lay out floor tiles from center marks established with principal walls, discounting minor offsets, so tiles at opposite edges of room are of equal width. Adjust as necessary to avoid using cut widths that equal less than one-half tile at perimeter. 1. Lay tiles square with room axis in pattern indicated .

C. Match floor tiles for color and pattern by selecting tiles from cartons in the same sequence as manufactured and packaged, if so numbered. Discard broken, cracked, chipped, or deformed tiles. 1. Lay tiles with grain running in one direction .

D. Scribe, cut, and fit floor tiles to butt neatly and tightly to vertical surfaces and permanent fixtures including built-in furniture, cabinets, pipes, outlets, and door frames.

E. Extend floor tiles into toe spaces, door reveals, closets, and similar openings. Extend floor tiles to center of door openings.



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F. Maintain reference markers, holes, and openings that are in place or marked for future cutting by repeating on floor tiles as marked on substrates. Use chalk or other nonpermanent marking device.

G. Install floor tiles on covers for telephone and electrical ducts, building expansion-joint covers, and similar items in installation areas. Maintain overall continuity of color and pattern between pieces of tile installed on covers and adjoining tiles. Tightly adhere tile edges to substrates that abut covers and to cover perimeters.

H. Adhere floor tiles to substrates using a full spread of adhesive applied to substrate to produce a completed installation without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks, and other surface imperfections.

I. Floor Polish: Remove soil, adhesive, and blemishes from floor tile surfaces before applying liquid floor polish. 1. Apply three coat(s).



TILE CARPETING 09 68 13 - Page 1 of 3

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SECTION 09 68 13 - TILE CARPETING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Modular carpet tile.





B. Samples: For each exposed product and for each color and texture required.


A. Sample warranty.




1.7 WARRANTY

A. Special Warranty for Carpet Tiles: Manufacturer agrees to repair or replace components of carpet tile installation that fail in materials or workmanship within specified warranty period. 1. Warranty Period: 10 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 CARPET TILE

A. Products: Subject to compliance with requirements, provide the following: 1. Pentz Commercial Flooring Solutions.

B. Color: Revival - 2213 Stimulus .

C. Fiber Type: Apex SDP Polyester .

D. Pile Characteristic: Level-loop pile.

E. Backing System: Nexus Modular .

F. Size: 24 by 24 inches .




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2.2 INSTALLATION ACCESSORIES

A. Trowelable Leveling and Patching Compounds: Latex-modified, hydraulic-cement-based formulation provided or recommended by carpet tile manufacturer.

B. Adhesives: Water-resistant, mildew-resistant, nonstaining, pressure-sensitive type to suit products and subfloor conditions indicated, that comply with flammability requirements for installed carpet tile, and are recommended by carpet tile manufacturer for releasable installation.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Concrete Slabs: 1. Moisture Testing: Perform tests so that each test area does not exceed 1000 sq. ft. , and

perform no fewer than three tests in each installation area and with test areas evenly spaced in installation areas. a. Anhydrous Calcium Chloride Test: ASTM F1869. Proceed with installation only after

substrates have maximum moisture-vapor-emission rate of 3 lb of water/1000 sq. ft. in 24 hours.

b. Relative Humidity Test: Using in situ probes, ASTM F2170. Proceed with installation only after substrates have a maximum 75 percent relative humidity level measurement.

c. Perform additional moisture tests recommended in writing by adhesive and carpet tile manufacturers. Proceed with installation only after substrates pass testing.

B. Wood Subfloors: Verify that underlayment surface is free of irregularities and substances that may interfere with adhesive bond or show through surface.

3.2 PREPARATION

A. General: Comply with the Carpet and Rug Institute's CRI 104 and with carpet tile manufacturer's written installation instructions for preparing substrates indicated to receive carpet tile.

B. Use trowelable leveling and patching compounds, according to manufacturer's written instructions, to fill cracks, holes, depressions, and protrusions in substrates. Fill or level cracks, holes and depressions 1/8 inch wide or wider, and protrusions more than 1/32 inch unless more stringent requirements are required by manufacturer's written instructions.

C. Concrete Substrates: Remove coatings, including curing compounds, and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, without using solvents. Use mechanical methods recommended in writing by adhesive and carpet tile manufacturers.

D. Metal Substrates: Clean grease, oil, soil and rust, and prime if recommended in writing by adhesive manufacturer. Rough sand painted metal surfaces and remove loose paint. Sand aluminum surfaces, to remove metal oxides, immediately before applying adhesive.

E. Broom and vacuum clean substrates to be covered immediately before installing carpet tile.

3.3 INSTALLATION

A. General: Comply with the Carpet and Rug Institute's CRI 104, Section 10, "Carpet Tile," and with carpet tile manufacturer's written installation instructions.



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B. Installation Method: As recommended in writing by carpet tile manufacturer .

C. Maintain dye-lot integrity. Do not mix dye lots in same area.

D. Maintain pile-direction patterns recommended in writing by carpet tile manufacturer.

E. Cut and fit carpet tile to butt tightly to vertical surfaces, permanent fixtures, and built-in furniture including cabinets, pipes, outlets, edgings, thresholds, and nosings. Bind or seal cut edges as recommended by carpet tile manufacturer.

F. Extend carpet tile into toe spaces, door reveals, closets, open-bottomed obstructions, removable flanges, alcoves, and similar openings.

G. Maintain reference markers, holes, and openings that are in place or marked for future cutting by repeating on carpet tile as marked on subfloor. Use nonpermanent, nonstaining marking device.

H. Install pattern parallel to walls and borders.

I. Protect carpet tile against damage from construction operations and placement of equipment and fixtures during the remainder of construction period. Use protection methods indicated or recommended in writing by carpet tile manufacturer.



INTERIOR PAINTING 09 91 23 - Page 1 of 3

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SECTION 09 91 23 - INTERIOR PAINTING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Primers. 2. Water-based finish coatings.



PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, provide products by the following: 1. Sherwin-Williams Company (The).

2.2 PAINT PRODUCTS, GENERAL

A. Material Compatibility: 1. Materials for use within each paint system shall be compatible with one another and

substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.

2. For each coat in a paint system, products shall be recommended in writing by topcoat manufacturers for use in paint system and on substrate indicated.

B. Colors: As indicated in a color schedule .

2.3 PRIMERS

A. Interior Latex Primer Sealer: Water-based latex sealer used on new interior plaster, concrete, and gypsum wallboard surfaces. 1. Manufacturers: Subject to compliance with requirements, provide products by the

following: a. Sherwin-Williams Company (The).

2.4 WATER-BASED FINISH COATS

A. Interior, Latex, Satin: Pigmented, water-based paint for use on primed/sealed interior plaster and gypsum board, and on primed wood and metals. 1. Manufacturers: Subject to compliance with requirements, provide products by the

following: a. Sherwin-Williams Company (The).

2. Gloss and Sheen Level: Gloss of 20 to 35 units at 60 degrees and minimum sheen of 35 units at 85 degrees when tested in accordance with ASTM D523 .






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PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify suitability of substrates, including surface conditions and compatibility, with existing finishes and primers.

B. Proceed with coating application only after unsatisfactory conditions have been corrected. 1. Application of coating indicates acceptance of surfaces and conditions.

3.2 PREPARATION

A. Comply with manufacturer's written instructions and recommendations applicable to substrates and paint systems indicated.

B. Remove hardware, covers, plates, and similar items already in place that are removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting.

C. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection if any.

3.3 INSTALLATION

A. Apply paints according to manufacturer's written instructions.

B. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.

C. Painting Fire-Suppression, Plumbing, HVAC, Electrical, Communication, and Electronic Safety and Security Work: 1. Paint the following work where exposed in equipment rooms:

a. . 2. Paint portions of internal surfaces of metal ducts, without liner, behind air inlets and outlets

that are visible from occupied spaces.


A. After completing paint application, clean spattered surfaces. Remove spattered paints by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces.

B. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition.

C. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces.

3.5 INTERIOR PAINTING SCHEDULE

A. Gypsum Board and Wallcovering Substrates: 1. Latex over Latex Sealer System :

a. Prime Coat: Interior latex primer sealer. b. Intermediate Coat: Matching topcoat.



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c. Topcoat: Interior, latex, satin .

B. Insulation-Covering Substrates: Including .



TOILET, BATH, AND LAUNDRY ACCESSORIES 10 28 00 - Page 1 of 2

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SECTION 10 28 00 - TOILET, BATH, AND LAUNDRY ACCESSORIES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Public-use washroom accessories.





1.4 WARRANTY

A. Manufacturer's Special Warranty for Mirrors: Manufacturer agrees to repair or replace mirrors that fail in materials or workmanship within specified warranty period. 1. Warranty Period: 10 years from date of Substantial Completion.

PART 2 - PRODUCTS


A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

B. Structural Performance: Design accessories and fasteners to comply with the following requirements: 1. Grab Bars: Installed units are able to resist 250 lbf concentrated load applied in any

direction and at any point.

2.2 PUBLIC-USE WASHROOM ACCESSORIES

A. Grab Bar : 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. American Specialties, Inc. (ASI). b. Bobrick Washroom Equipment, Inc. c. Bradley Corporation.

2. Mounting: Flanges with concealed fasteners. 3. Material: Stainless steel, 0.05 inch thick.

a. Finish: Smooth, ASTM A480/A480M No. 4 finish (satin) on ends and slip-resistant texture in grip area.

4. Outside Diameter: 1-1/2 inches. 5. Configuration and Length: As indicated on Drawings .

B. Mirror Unit : 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. American Specialties, Inc. (ASI).




TOILET, BATH, AND LAUNDRY ACCESSORIES 10 28 00 - Page 2 of 2

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b. Bobrick Washroom Equipment, Inc. c. Bradley Corporation.

2. Frame: Stainless steel channel . a. Corners: Manufacturer's standard .

3. Size: As indicated on Drawings . 4. Hangers: Manufacturer's standard rigid, tamper and theft resistant .

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install accessories according to manufacturers' written instructions, using fasteners appropriate to substrate indicated and recommended by unit manufacturer. Install units level, plumb, and firmly anchored in locations and at heights indicated. 1. Remove temporary labels and protective coatings.

B. Grab Bars: Install to comply with specified structural-performance requirements.

C. Shower Seats: Install to comply with specified structural-performance requirements.



PLASTIC-LAMINATE-CLAD COUNTERTOPS 12 36 23.13 - Page 1 of 3

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SECTION 12 36 23.13 - PLASTIC-LAMINATE-CLAD COUNTERTOPS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Plastic-laminate-clad countertops.



B. Shop Drawings: For plastic-laminate-clad countertops. 1. Apply Program label to Shop Drawings.

C. Samples: Plastic laminates in each type, color, pattern, and surface finish required.


A. Quality Standard Compliance Certificates: .


A. Fabricator Qualifications: Shop that employs skilled workers who custom fabricate products similar to those required for this Project and whose products have a record of successful in-service performance.

B. Installer Qualifications: Fabricator of products .


A. Environmental Limitations without Humidity Control: Do not deliver or install wood countertops until building is enclosed, wet-work is complete, and HVAC system is operating and maintaining temperature and relative humidity at levels planned for building occupants during the remainder of the construction period.

B. Environmental Limitations with Humidity Control: Do not deliver or install wood countertops until building is enclosed, wet-work is complete, and HVAC system is operating and maintaining temperature between 60 and 90 deg F and relative humidity between 25 and 55 percent during the remainder of the construction period.

PART 2 - PRODUCTS

2.1 FABRICATORS

A. Fabricators: Subject to compliance with requirements, available fabricators offering products that may be incorporated into the Work include, but are not limited to, the following: 1. North Oak Manufacturing . 2. World of Wood 3. 41 Lumber



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2.2 PLASTIC-LAMINATE-CLAD COUNTERTOPS

A. Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork Standards" for grades of plastic-laminate-clad countertops indicated for construction, finishes, installation, and other requirements. 1. Provide inspections of fabrication and installation together with labels and certificates from

certification program indicating that countertops comply with requirements of grades specified.

B. Grade: Custom .

C. High-Pressure Decorative Laminate: NEMA LD 3, Grade HGS Grade HGL Grade HGP. 1. Manufacturers: Subject to compliance with requirements, provide products by the

following: a. Wilsonart LLC.

D. Colors, Patterns, and Finishes: Provide materials and products that result in colors and textures of exposed laminate surfaces complying with the following requirements: 1. Forged Steel 4995-60

E. Edge Treatment: Same as laminate cladding on horizontal surfaces .

F. Core Material: Particleboard or MDF Exterior-grade plywood .

G. Core Material at Sinks: exterior-grade plywood .

H. Core Thickness: 3/4 inch . 1. Build up countertop thickness to 1-1/2 inches at front, back, and ends with additional layers

of core material laminated to top.

2.3 WOOD MATERIALS

A. Wood Products: Provide materials that comply with requirements of referenced quality standard unless otherwise indicated. 1. Wood Moisture Content: 5 to 10 percent.

B. Composite Wood Products: Provide materials that comply with requirements of referenced quality standard for each type of countertop and quality grade specified unless otherwise indicated. 1. MDF: Medium-density fiberboard, ANSI A208.2, Grade 130 . 2. Particleboard: ANSI A208.1, Grade M-2-Exterior Glue. 3. Softwood Plywood: DOC PS 1.

2.4 ACCESSORIES


A. Adhesive for Bonding Plastic Laminate: Contact cement . 1. Adhesive for Bonding Edges: Hot-melt adhesive or adhesive specified above for faces.

2.6 FABRICATION

A. Fabricate countertops to dimensions, profiles, and details indicated. Provide front and end overhang of 1 inch over base cabinets. Ease edges to radius indicated for the following: 1. Solid-Wood (Lumber) Members: 1/16 inch unless otherwise indicated.




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B. Complete fabrication, including assembly, to maximum extent possible before shipment to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Grade: Install countertops to comply with same grade as item to be installed.

B. Assemble countertops and complete fabrication at Project site to the extent that it was not completed in the shop. 1. Provide cutouts for appliances, plumbing fixtures, electrical work, and similar items. Locate

openings accurately, and use templates or roughing-in diagrams to produce accurately sized and shaped openings. Sand edges of cutouts to remove splinters and burrs.

2. Seal edges of cutouts by saturating with varnish.

C. Field Jointing: Where possible, make in the same manner as shop jointing, using dowels, splines, adhesives, and fasteners recommended by manufacturer. Prepare edges to be joined in shop so Project-site processing of top and edge surfaces is not required. Locate field joints where shown on Shop Drawings. 1. Secure field joints in countertops with concealed clamping devices located within 6 inches

of front and back edges and at intervals not exceeding 24 inches. Tighten in accordance with manufacturer's written instructions to exert a constant, heavy-clamping pressure at joints.

D. Scribe and cut countertops to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts.

E. Countertop Installation: Anchor securely by screwing through corner blocks of base cabinets or other supports into underside of countertop. 1. Install countertops level and true in line. Use concealed shims as required to maintain not

more than a 1/8-inch-in-96-inches variation from a straight, level plane. 2. Secure backsplashes to walls with adhesive. 3. Seal joints between countertop and backsplash, if any, and joints where countertop and

backsplash abut walls with mildew-resistant silicone sealant or another permanently elastic sealing compound recommended by countertop material manufacturer.

F. Protection: Provide Kraft paper or other suitable covering over countertop surfaces, taped to underside of countertop at a minimum of 48 inches o.c. Remove protection at Substantial Completion.

END OF SECTION 12 36 23.13



22 05 17 - Page 1 of 3 08/17/2021


SECTION 22 05 17 - SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

PART 1 - GENERAL


A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes: 1. Sleeves. 2. Stack-sleeve fittings. 3. Silicone sealants.

PART 2 - PRODUCTS

2.1 SLEEVES

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Advance Products & Systems, LLC. 2. CALPICO, Inc. 3. GPT; an EnPro Industries company.

B. Steel Pipe Sleeves: ASTM A 53/A 53M, Type E, Grade B, Schedule 40, galvanized, with plain ends and integral welded waterstop collar.

C. Galvanized-Steel Sheet Sleeves: 0.0239-inch minimum thickness; round tube closed with welded longitudinal joint.

2.2 STACK-SLEEVE FITTINGS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Jay R. Smith Mfg Co; a division of Morris Group International. 2. Zurn Industries, LLC.

B. Description: Manufactured, galvanized cast-iron sleeve with integral clamping flange for use in waterproof floors and roofs. Include clamping ring, bolts, and nuts for membrane flashing. 1. Underdeck Clamp: Clamping ring with setscrews.

2.3 SILICONE SEALANTS

A. Silicone, S, NS, 25, NT: Single-component, nonsag, plus 25 percent and minus 25 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant, ASTM C 920, Type S, Grade NS, Class 25, Use NT. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. GE Construction Sealants; Momentive Performance Materials Inc. b. Polymeric Systems, Inc. c. Sherwin-Williams Company (The).






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B. Silicone, S, P, 25, T, NT: Single-component, pourable, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, neutral-curing silicone joint sealant; ASTM C 920, Type S, Grade P, Class 25, Uses T and NT. Grade P Pourable (self-leveling) formulation is for opening in floors and other horizontal surfaces that are not fire rated. 1. Manufacturers: Subject to compliance with requirements, provide products by the

following: a. May National Associates, Inc.; a subsidiary of Sika Corporation.

C. Silicone Foam: Multicomponent, silicone-based liquid elastomers that, when mixed, expand and cure in place to produce a flexible, nonshrinking foam. 1. Manufacturers: Subject to compliance with requirements, provide products by the

following: a. Smooth-On.

PART 3 - EXECUTION

3.1 SLEEVE INSTALLATION

A. Install sleeves for piping passing through penetrations in floors, partitions, roofs, and walls.

B. For sleeves that will have sleeve-seal system installed, select sleeves of size large enough to provide 1-inch annular clear space between piping and concrete slabs and walls. 1. Sleeves are not required for core-drilled holes.

C. Install sleeves in concrete floors, concrete roof slabs, and concrete walls as new slabs and walls are constructed. 1. Permanent sleeves are not required for holes in slabs formed by molded-PE or -PP

sleeves. 2. Cut sleeves to length for mounting flush with both surfaces.

a. Exception: Extend sleeves installed in floors of mechanical equipment areas or other wet areas 2 inches above finished floor level.

3. Using silicone sealant, seal the space outside of sleeves in slabs and walls without sleeve-seal system.

D. Install sleeves for pipes passing through interior partitions. 1. Cut sleeves to length for mounting flush with both surfaces. 2. Install sleeves that are large enough to provide 1/4-inch annular clear space between

sleeve and pipe or pipe insulation. 3. Seal annular space between sleeve and piping or piping insulation; use joint sealants

appropriate for size, depth, and location of joint.

3.2 STACK-SLEEVE-FITTING INSTALLATION

A. Install stack-sleeve fittings in new slabs as slabs are constructed. 1. Install fittings that are large enough to provide 1/4-inch annular clear space between sleeve

and pipe or pipe insulation. 2. Secure flashing between clamping flanges for pipes penetrating floors with membrane

waterproofing. Comply with requirements for flashing specified in Section 07 62 00 "Sheet Metal Flashing and Trim."

3. Install section of cast-iron soil pipe to extend sleeve to 2 inches above finished floor level. 4. Extend cast-iron sleeve fittings below floor slab as required to secure clamping ring if ring

is specified. 5. Use silicone sealant to seal the space around outside of stack-sleeve fittings.





22 05 17 - Page 3 of 3 08/17/2021


3.3 SLEEVE AND SLEEVE-SEAL SCHEDULE

A. Use sleeves and sleeve seals for the following piping-penetration applications: 1. Concrete Slabs-on-Grade:

a. Piping Smaller Than NPS 6 : Steel pipe sleeves with sleeve-seal system . 1) Select sleeve size to allow for 1-inch annular clear space between piping and

sleeve for installing sleeve-seal system. 2. Concrete Slabs above Grade:

a. Piping Smaller Than NPS 6 : Steel pipe sleeves . 3. Interior Partitions:

a. Piping Smaller Than NPS 6 : Steel pipe sleeves .



ESCUTCHEONS FOR PLUMBING PIPING 22 05 18 - Page 1 of 1

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SECTION 22 05 18 - ESCUTCHEONS FOR PLUMBING PIPING

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Escutcheons.

1.3 DEFINITIONS

A. Existing Piping to Remain: Existing piping that is not to be removed and that is not otherwise indicated to be removed and salvaged, or removed and reinstalled.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. BrassCraft Manufacturing Co.; a Masco company. 2. Dearborn Brass. 3. ProFlo; a Ferguson Enterprises, Inc. brand.

2.2 ESCUTCHEONS

A. One-Piece, Steel Type: With polished, chrome-plated finish and setscrew fastener.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install escutcheons for piping penetrations of walls, ceilings, and finished floors.

B. Install escutcheons with ID to closely fit around pipe, tube, and insulation of insulated piping and with OD that completely covers opening. 1. Escutcheons for New Piping:

a. Bare Piping at Wall and Floor Penetrations in Finished Spaces: One-piece steel with polished, chrome-plated finish.

C. Install floor plates for piping penetrations of equipment-room floors.

D. Install floor plates with ID to closely fit around pipe, tube, and insulation of piping and with OD that completely covers opening.




BALL VALVES FOR PLUMBING PIPING 22 05 23.12 - Page 1 of 5

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SECTION 22 05 23.12 - BALL VALVES FOR PLUMBING PIPING

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Brass ball valves. 2. Bronze ball valves.

1.3 DEFINITIONS

A. CWP: Cold working pressure.


A. Product Data: For each type of valve. 1. Certification that products comply with NSF 61and NSF 372.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Prepare valves for shipping as follows: 1. Protect internal parts against rust and corrosion. 2. Protect threads, flange faces, and soldered ends. 3. Set ball valves open to minimize exposure of functional surfaces.

B. Use the following precautions during storage: 1. Maintain valve end protection. 2. Store valves indoors and maintain at higher-than-ambient-dew-point temperature. If

outdoor storage is necessary, store valves off the ground in watertight enclosures.

C. Use sling to handle large valves; rig sling to avoid damage to exposed parts. Do not use operating handles or stems as lifting or rigging points.

PART 2 - PRODUCTS

2.1 GENERAL REQUIREMENTS FOR VALVES

A. Source Limitations for Valves: Obtain each type of valve from single source from single manufacturer.

B. ASME Compliance: 1. ASME B1.20.1 for threads for threaded end valves. 2. ASME B16.1 for flanges on iron valves. 3. ASME B16.5 for flanges on steel valves. 4. ASME B16.10 and ASME B16.34 for ferrous valve dimensions and design criteria. 5. ASME B16.18 for solder-joint connections. 6. ASME B31.9 for building services piping valves.



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C. NSF Compliance: NSF 61 and NSF 372 for valve materials for potable-water service.

D. Bronze valves shall be made with dezincification-resistant materials. Bronze valves made with copper alloy (brass) containing more than 15 percent zinc are not permitted.

E. Valve Pressure-Temperature Ratings: Not less than indicated and as required for system pressures and temperatures.

F. Valve Sizes: Same as upstream piping unless otherwise indicated.

G. Valve Actuator Types: 1. Gear Actuator: For quarter-turn valves NPS 4 and larger. 2. Handlever: For quarter-turn valves smaller than NPS 4 .

H. Valves in Insulated Piping: 1. Include 2-inch stem extensions. 2. Extended operating handles of nonthermal-conductive material and protective sleeves that

allow operation of valves without breaking vapor seals or disturbing insulation. 3. Memory stops that are fully adjustable after insulation is applied.

2.2 BRASS BALL VALVES

A. Brass Ball Valves, Two-Piece with Full Port and Brass Trim, Threaded or Soldered Ends: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Apollo Valves; a part of Aalberts Integrated Piping Systems. b. FNW; Ferguson Enterprises, Inc. c. Hammond Valve. d. Lance Valves. e. Milwaukee Valve Company. f. WATTS.

2. Description: a. Standard: MSS SP-110 or MSS SP-145. b. CWP Rating: 600 psig. c. Body Design: Two piece. d. Body Material: Forged brass. e. Ends: Threaded and soldered. f. Seats: PTFE. g. Stem: Brass. h. Ball: Chrome-plated brass. i. Port: Full.

B. Brass Ball Valves, Two-Piece with Full Port and Brass Trim, Press Ends: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Apollo Valves; a part of Aalberts Integrated Piping Systems. b. Crane; a Crane brand. c. Hammond Valve. d. Lance Valves. e. Milwaukee Valve Company. f. WATTS.

2. Description: a. Standard: MSS SP-110 or MSS SP-145. b. CWP Rating: Minimum 200 psig. c. Body Design: Two piece. d. Body Material: Forged brass.





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e. Ends: Press. f. Press Ends Connections Rating: Minimum 200 psig. g. Seats: PTFE or RPTFE. h. Stem: Brass. i. Ball: Chrome-plated brass. j. Port: Full. k. O-Ring Seal: Buna-N or EPDM.

C. Brass Ball Valves, Two-Piece with Full Port and Stainless-Steel Trim, Threaded or Soldered Ends: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Apollo Valves; a part of Aalberts Integrated Piping Systems. b. FNW; Ferguson Enterprises, Inc. c. Hammond Valve. d. Lance Valves. e. Milwaukee Valve Company. f. WATTS.

2. Description: a. Standard: MSS SP-110 or MSS SP-145. b. CWP Rating: 600 psig. c. Body Design: Two piece. d. Body Material: Forged brass. e. Ends: Threaded and soldered. f. Seats: PTFE. g. Stem: Stainless steel. h. Ball: Stainless steel, vented. i. Port: Full.

D. Brass Ball Valves, Two-Piece with Full Port and Stainless-Steel Trim, Press Ends: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Apollo Valves; a part of Aalberts Integrated Piping Systems. b. FNW; Ferguson Enterprises, Inc. c. Hammond Valve. d. Lance Valves. e. Milwaukee Valve Company. f. NIBCO INC. g. WATTS.

2. Description: a. Standard: MSS SP-110 or MSS SP-145. b. CWP Rating: Minimum 200 psig. c. Body Design: Two piece. d. Body Material: Forged brass. e. Ends: Press. f. Press Ends Connections Rating: Minimum 200 psig. g. Seats: PTFE or RPTFE. h. Stem: Stainless steel. i. Ball: Stainless steel, vented. j. Port: Full. k. O-Ring Seal: Buna-N or EPDM.

2.3 BRONZE BALL VALVES

A. Bronze Ball Valves, Two-Piece with Full Port and Stainless-Steel Trim:





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1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Apollo Valves; a part of Aalberts Integrated Piping Systems. b. Hammond Valve. c. Milwaukee Valve Company. d. NIBCO INC. e. WATTS.

2. Description: a. Standard: MSS SP-110 or MSS-145. b. CWP Rating: 600 psig. c. Body Design: Two piece. d. Body Material: Bronze. e. Ends: Threaded or soldered. f. Seats: PTFE. g. Stem: Stainless steel. h. Ball: Stainless steel, vented. i. Port: Full.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine valve interior for cleanliness, freedom from foreign matter, and corrosion. Remove special packing materials, such as blocks, used to prevent disc movement during shipping and handling.

B. Operate valves in positions from fully open to fully closed. Examine guides and seats made accessible by such operations.

C. Examine threads on valve and mating pipe for form and cleanliness.

D. Examine mating flange faces for conditions that might cause leakage. Check bolting for proper size, length, and material. Verify that gasket is of proper size, that its material composition is suitable for service, and that it is free from defects and damage.

E. Do not attempt to repair defective valves; replace with new valves.

3.2 VALVE INSTALLATION

A. Install valves with unions or flanges at each piece of equipment arranged to allow service, maintenance, and equipment removal without system shutdown.

B. Locate valves for easy access and provide separate support where necessary.

C. Install valves in horizontal piping with stem at or above center of pipe.

D. Install valves in position to allow full stem movement.

E. Install valve tags. Comply with requirements in Section 22 05 53 "Identification for Plumbing Piping and Equipment" for valve tags and schedules.

3.3 GENERAL REQUIREMENTS FOR VALVE APPLICATIONS

A. If valves with specified CWP ratings are unavailable, the same types of valves with higher CWP ratings may be substituted.




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B. Select valves with the following end connections: 1. For Copper Tubing, NPS 2 and Smaller: Threaded ends except where solder-joint valve-

end option or press-end option is indicated in valve schedules below. 2. For Copper Tubing, NPS 2-1/2 to NPS 4: Flanged ends except where threaded valve-end

option is indicated in valve schedules below. 3. For Steel Piping, NPS 2 and Smaller: Threaded ends. 4. For Steel Piping, NPS 2-1/2 to NPS 4: Flanged ends except where threaded valve-end

option is indicated in valve schedules below.

3.4 DOMESTIC HOT- AND COLD-WATER VALVE SCHEDULE

A. Pipe NPS 2 and Smaller: 1. Brass ball valves, two-piece with full port and stainless steel trim. Provide with threaded

solder or press connection-joint ends. 2. Bronze ball valves, two-piece with full port and stainless steel trim. Provide with threaded

solder or press connection-joint ends.

B. Pipe NPS 2-1/2 and Larger: 1. Steel and Iron Valves, NPS 2-1/2 to NPS 4: May be provided with threaded ends instead

of flanged ends.




22 05 29 - Page 1 of 5 08/17/2021


SECTION 22 05 29 - HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Metal pipe hangers and supports. 2. Metal framing systems. 3. Thermal hanger-shield inserts. 4. Fastener systems.


A. Shop Drawings: Show fabrication and installation details and include calculations for the following: 1. Metal framing systems.


A. Structural-Steel Welding Qualifications: Qualify procedures and personnel according to AWS D1.1/D1.1M.

B. Pipe Welding Qualifications: Qualify procedures and operators according to 2015 ASME Boiler and Pressure Vessel Code, Section IX.

PART 2 - PRODUCTS

2.1 METAL PIPE HANGERS AND SUPPORTS

A. Carbon-Steel Pipe Hangers and Supports: 1. Description: MSS SP-58, Types 1 through 58, factory-fabricated components. 2. Galvanized Metallic Coatings: Pregalvanized, hot-dip galvanized, or electro-galvanized. 3. Nonmetallic Coatings: Plastic coated or epoxy powder coated. 4. Padded Hangers: Hanger with fiberglass or other pipe insulation pad or cushion to support

bearing surface of piping. 5. Hanger Rods: Continuous-thread rod, nuts, and washer made of carbon steel .

2.2 METAL FRAMING SYSTEMS

A. MFMA Manufacturer Metal Framing Systems: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Atkore International (Unistrut). b. Eaton (B-line). c. G-Strut.

2. Description: Shop- or field-fabricated pipe-support assembly, made of steel channels, accessories, fittings, and other components for supporting multiple parallel pipes.

3. Standard: Comply with MFMA-4, factory-fabricated components for field assembly.




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4. Channels: Continuous slotted carbon-steel channel with inturned lips. 5. Channel Width: Selected for applicable load criteria. 6. Channel Nuts: Formed or stamped nuts or other devices designed to fit into channel slot

and, when tightened, prevent slipping along channel. 7. Hanger Rods: Continuous-thread rod, nuts, and washer made of carbon steel . 8. Metallic Coating: Hot-dip galvanized .

2.3 THERMAL HANGER-SHIELD INSERTS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Carpenter & Paterson, Inc. 2. National Pipe Hanger Corporation. 3. Pipe Shields Inc.

B. Insulation-Insert Material for Cold Piping: ASTM C 552, Type II cellular glass with 100-psig minimum compressive strength and vapor barrier.

C. Insulation-Insert Material for Hot Piping: Water-repellent-treated, ASTM C 533, Type I calcium silicate with 100-psig ASTM C 552, Type II cellular glass with 100-psig ASTM C 591, Type VI, Grade 1 polyisocyanurate with 125-psig minimum compressive strength.

D. For Trapeze or Clamped Systems: Insert and shield shall cover entire circumference of pipe.

E. For Clevis or Band Hangers: Insert and shield shall cover lower 180 degrees of pipe.

F. Insert Length: Extend 2 inches beyond sheet metal shield for piping operating below ambient air temperature.

2.4 FASTENER SYSTEMS

A. Powder-Actuated Fasteners: Threaded-steel stud, for use in hardened portland cement concrete, with pull-out, tension, and shear capacities appropriate for supported loads and building materials where used. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Hilti, Inc. b. ITW Ramset/Red Head; Illinois Tool Works, Inc. c. MKT Fastening, LLC.

B. Mechanical-Expansion Anchors: Insert-wedge-type anchors, for use in hardened portland cement concrete, with pull-out, tension, and shear capacities appropriate for supported loads and building materials where used. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Hilti, Inc. b. ITW Ramset/Red Head; Illinois Tool Works, Inc. c. MKT Fastening, LLC.

2. Indoor Applications: Zinc-coated steel. 3. Outdoor Applications: Stainless steel.

2.5 MATERIALS

A. Aluminum: ASTM B 221.






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B. Carbon Steel: ASTM A 1011/A 1011M.

C. Structural Steel: ASTM A 36/A 36M carbon-steel plates, shapes, and bars; black and galvanized.

D. Stainless Steel: ASTM A 240/A 240M.

E. Grout: ASTM C 1107/C 1107M, factory-mixed and -packaged, dry, hydraulic-cement, nonshrink and nonmetallic grout; suitable for interior and exterior applications. 1. Properties: Nonstaining, noncorrosive, and nongaseous. 2. Design Mix: 5000-psi, 28-day compressive strength.

PART 3 - EXECUTION

3.1 APPLICATION

A. Strength of Support Assemblies: Where not indicated, select sizes of components, so strength will be adequate to carry present and future static loads within specified loading limits. Minimum static design load used for strength determination shall be weight of supported components plus 200 lb .

3.2 HANGER AND SUPPORT INSTALLATION

A. Metal Pipe-Hanger Installation: Comply with MSS SP-58. Install hangers, supports, clamps, and attachments as required to properly support piping from building structure.

B. Metal Framing System Installation: Arrange for grouping of parallel runs of piping, and support together on field-assembled metal framing systems.

C. Thermal Hanger-Shield Installation: Install in pipe hanger or shield for insulated piping.

D. Fastener System Installation: 1. Install powder-actuated fasteners for use in lightweight concrete or concrete slabs less

than 4 inches thick in concrete, after concrete is placed and completely cured. Use operators that are licensed by powder-actuated tool manufacturer. Install fasteners according to powder-actuated tool manufacturer's operating manual.

2. Install mechanical-expansion anchors in concrete, after concrete is placed and completely cured. Install fasteners according to manufacturer's written instructions.

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

F. 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.

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

H. Install building attachments within concrete slabs or attach to structural steel. Install additional attachments at concentrated loads, including valves, flanges, and strainers, NPS 2-1/2 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.

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



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J. Pipe Slopes: Install hangers and supports to provide indicated pipe slopes and to not exceed maximum pipe deflections allowed by ASME B31.9 for building services piping.

K. Insulated Piping: 1. Attach clamps and spacers to piping.

a. Piping Operating Above Ambient Air Temperature: Clamp may project through insulation.

b. Piping Operating Below Ambient Air Temperature: Use thermal hanger-shield insert with clamp sized to match OD of insert.

c. Do not exceed pipe stress limits allowed by ASME B31.9 for building services piping. 2. Install MSS SP-58, Type 39 protection saddles if insulation without vapor barrier is

indicated. Fill interior voids with insulation that matches adjoining insulation. a. Option: Thermal hanger-shield inserts may be used. Include steel weight-distribution

plate for pipe NPS 4 and larger if pipe is installed on rollers. 3. Install MSS SP-58, Type 40 protective shields on cold piping with vapor barrier. Shields

shall span an arc of 180 degrees. a. Option: Thermal hanger-shield inserts may be used. Include steel weight-distribution

plate for pipe NPS 4 and larger if pipe is installed on rollers. 4. Shield Dimensions for Pipe: Not less than the following:

a. NPS 1/4 to NPS 3-1/2: 12 inches long and 0.048 inch thick.

3.3 METAL FABRICATIONS

A. Cut, drill, and fit miscellaneous metal fabrications for and .

B. Fit exposed connections together to form hairline joints. Field weld connections that cannot be shop welded because of shipping size limitations.

3.4 ADJUSTING

A. Hanger Adjustments: Adjust hangers to distribute loads equally on attachments and to achieve indicated slope of pipe.

B. Trim excess length of continuous-thread hanger and support rods to 1-1/2 inches .

3.5 PAINTING

A. Touchup: Clean field welds and abraded, shop-painted areas. Paint exposed areas immediately after erecting hangers and supports. Use same materials as those used for shop painting. Comply with SSPC-PA 1 requirements for touching up field-painted surfaces. 1. Apply paint by brush or spray to provide a minimum dry film thickness of 2.0 mils.

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

3.6 HANGER AND SUPPORT SCHEDULE

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

B. Comply with MSS SP-58 for pipe-hanger selections and applications that are not specified in piping system Sections.



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C. Use hangers and supports with galvanized metallic coatings for piping and equipment that will not have field-applied finishes.

D. Use nonmetallic coatings on attachments for electrolytic protection where attachments are in direct contact with copper tubing.

E. Use carbon-steel pipe hangers and supports and metal framing systems and attachments for general service applications.

F. Use thermal hanger-shield inserts for insulated piping and tubing.

G. Horizontal-Piping Hangers and Supports: Unless otherwise indicated and except as specified in piping system Sections, install the following types: 1. Adjustable, Steel Clevis Hangers (MSS Type 1): For suspension of noninsulated or

insulated, stationary pipes NPS 1/2 to NPS 30.

H. Vertical-Piping Clamps: Unless otherwise indicated and except as specified in piping system Sections, install the following types: 1. Carbon- or Alloy-Steel Riser Clamps (MSS Type 42): For support of pipe risers NPS 3/4 to

NPS 24 if longer ends are required for riser clamps.

I. Hanger-Rod Attachments: Unless otherwise indicated and except as specified in piping system Sections, install the following types: 1. Steel Turnbuckles (MSS Type 13): For adjustment of up to 6 inches for heavy loads. 2. Malleable-Iron Sockets (MSS Type 16): For attaching hanger rods to various types of

building attachments.

J. Building Attachments: Unless otherwise indicated and except as specified in piping system Sections, install the following types: 1. Steel or Malleable-Concrete Inserts (MSS Type 18): For upper attachment to suspend pipe

hangers from concrete ceiling. 2. Top-Beam C-Clamps (MSS Type 19): For use under roof installations with bar-joist

construction, to attach to top flange of structural shape. 3. Side-Beam or Channel Clamps (MSS Type 20): For attaching to bottom flange of beams,

channels, or angles. 4. C-Clamps (MSS Type 23): For structural shapes.

K. Comply with MFMA-103 for metal framing system selections and applications that are not specified in piping system Sections.

L. Use powder-actuated fasteners or mechanical-expansion anchors instead of building attachments where required in concrete construction.

M. Use pipe-positioning systems in pipe spaces behind plumbing fixtures to support supply and waste piping for plumbing fixtures.




22 05 53 - Page 1 of 3 08/17/2021


SECTION 22 05 53 - IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Pipe labels. 2. Valve tags.


A. Product Data: For each type of product indicated.

PART 2 - PRODUCTS

2.1 PIPE LABELS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Brady Corporation. 2. Craftmark Pipe Markers. 3. LEM Products Inc. 4. Marking Services Inc. 5. Seton Identification Products; a Brady Corporation company.

B. General Requirements for Manufactured Pipe Labels: Preprinted, color-coded, with lettering indicating service, and showing flow direction.

C. Pretensioned Pipe Labels: Precoiled, semirigid plastic formed to cover full circumference of pipe and to attach to pipe without fasteners or adhesive.

D. Pipe Label Contents: Include identification of piping service using same designations or abbreviations as used on Drawings; also include pipe size and an arrow indicating flow direction. 1. Flow-Direction Arrows: Integral with piping-system service lettering to accommodate both

directions or as separate unit on each pipe label to indicate flow direction. 2. Lettering Size: Size letters according to ASME A13.1 for piping .

2.2 VALVE TAGS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Brady Corporation. 2. Craftmark Pipe Markers. 3. LEM Products Inc. 4. Marking Services Inc.





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B. Valve Tags: Stamped or engraved with 1/4-inch letters for piping system abbreviation and 1/2-inch numbers. 1. Tag Material: aluminum, 0.032-inch minimum thickness, and having predrilled or stamped

holes for attachment hardware. 2. Fasteners: Brass wire-link chain or beaded chain .

C. Valve Schedules: For each piping system, on 8-1/2-by-11-inch bond paper. Tabulate valve number, piping system, system abbreviation (as shown on valve tag), location of valve (room or space), normal-operating position (open, closed, or modulating), and variations for identification. Mark valves for emergency shutoff and similar special uses. 1. Valve-tag schedule shall be included in operation and maintenance data.

PART 3 - EXECUTION

3.1 PREPARATION

A. Clean piping and equipment surfaces of substances that could impair bond of identification devices, including dirt, oil, grease, release agents, and incompatible primers, paints, and encapsulants.

3.2 GENERAL INSTALLATION REQUIREMENTS

A. Coordinate installation of identifying devices with completion of covering and painting of surfaces where devices are to be applied.

B. Install identifying devices before installing acoustical ceilings and similar concealment.

3.3 PIPE LABEL INSTALLATION

A. Pipe Label Locations: Locate pipe labels where piping is exposed or above accessible ceilings in finished spaces; machine rooms; accessible maintenance spaces such as shafts, tunnels, and plenums; and exterior exposed locations as follows: 1. Near each branch connection, excluding short takeoffs for fixtures and terminal units.

Where flow pattern is not obvious, mark each pipe at branch. 2. Near penetrations through walls, floors, ceilings, and inaccessible enclosures. 3. Near major equipment items and other points of origination and termination. 4. Spaced at maximum intervals of 50 feet along each run. Reduce intervals to 25 feet in

areas of congested piping and equipment.

B. Directional Flow Arrows: Arrows shall be used to indicate direction of flow in pipes, including pipes where flow is allowed in both directions.

C. Pipe Label Color Schedule: 1. Domestic Water Piping

a. Background: Safety green . b. Letter Colors: White .

2. Sanitary Waste and Storm Drainage Piping: a. Background Color: Safety purple . b. Letter Color: Black .

3.4 VALVE-TAG INSTALLATION

A. Install tags on valves and control devices in piping systems, except check valves, valves within factory-fabricated equipment units, shutoff valves, faucets, convenience and lawn-watering hose



22 05 53 - Page 3 of 3 08/17/2021


connections, and similar roughing-in connections of end-use fixtures and units. List tagged valves in a valve schedule.

B. Valve-Tag Application Schedule: Tag valves according to size, shape, and color scheme and with captions similar to those indicated in the following subparagraphs: 1. Valve-Tag Size and Shape:

a. Cold Water: 1-1/2 inches , round . b. Hot Water: 1-1/2 inches , round .

2. Valve-Tag Colors: a. Cold Water: Natural . b. Hot Water: Natural .

3. Letter Colors: a. Cold Water: White . b. Hot Water: White .



PLUMBING PIPING INSULATION 22 07 19 - Page 1 of 6

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SECTION 22 07 19 - PLUMBING PIPING INSULATION

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes insulating the following plumbing piping services: 1. Domestic cold-water piping. 2. Domestic hot-water piping.


A. Comply with the following applicable standards and other requirements specified for miscellaneous components: 1. Supply and Drain Protective Shielding Guards: ICC A117.1.


A. Packaging: Insulation material containers shall be marked by manufacturer with appropriate ASTM standard designation, type and grade, and maximum use temperature.

1.5 COORDINATION

A. Coordinate sizes and locations of supports, hangers, and insulation shields specified in Section 22 05 29 "Hangers and Supports for Plumbing Piping and Equipment."

B. Coordinate clearance requirements with piping Installer for piping insulation application. Before preparing piping Shop Drawings, establish and maintain clearance requirements for installation of insulation and field-applied jackets and finishes and for space required for maintenance.

1.6 SCHEDULING

A. Schedule insulation application after pressure testing systems and, where required, after installing and testing heat tracing. Insulation application may begin on segments that have satisfactory test results.

B. Complete installation and concealment of plastic materials as rapidly as possible in each area of construction.

PART 2 - PRODUCTS

2.1 INSULATION MATERIALS

A. Comply with requirements in "Piping Insulation Schedule, General," "Indoor Piping Insulation Schedule," "Outdoor, Aboveground Piping Insulation Schedule," and "Outdoor, Underground Piping Insulation Schedule" articles for where insulating materials shall be applied.

B. Products shall not contain asbestos, lead, mercury, or mercury compounds.



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C. Products that come into contact with stainless steel shall have a leachable chloride content of less than 50 ppm when tested in accordance with ASTM C871.

D. Insulation materials for use on austenitic stainless steel shall be qualified as acceptable in accordance with ASTM C795.

E. Molded Fibrous Glass Pipe insulation, comply with ASTM C547, Type I, Grade A, and Type IV, Grade B and ASTM C585 for pipe sizes required in plans. 1. Factory-applied jacket requirements are specified in "Factory-Applied Jackets" Article.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates and conditions for compliance with requirements for installation tolerances and other conditions affecting performance of insulation application. 1. Verify that systems to be insulated have been tested and are free of defects. 2. Verify that surfaces to be insulated are clean and dry.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Clean and dry surfaces to receive insulation. Remove materials that will adversely affect insulation application.

B. Clean and prepare surfaces to be insulated. Before insulating, apply a corrosion coating to insulated surfaces as follows: 1. Stainless Steel: Coat 300 series stainless steel with an epoxy primer 5 mils thick and an

epoxy finish 5 mils thick if operating in a temperature range of between 140 and 300 deg F. Consult coating manufacturer for appropriate coating materials and application methods for operating temperature range.

2. Carbon Steel: Coat carbon steel operating at a service temperature of between 32 and 300 deg F with an epoxy coating. Consult coating manufacturer for appropriate coating materials and application methods for operating temperature range.

C. Coordinate insulation installation with the tradesman installing heat tracing. Comply with requirements for heat tracing that apply to insulation.

D. Mix insulating cements with clean potable water; if insulating cements are to be in contact with stainless steel surfaces, use demineralized water.

3.3 GENERAL INSTALLATION REQUIREMENTS

A. Install insulation materials, accessories, and finishes with smooth, straight, and even surfaces; free of voids throughout the length of piping, including fittings, valves, and specialties.

B. Install insulation materials, forms, vapor barriers or retarders, jackets, and of thicknesses required for each item of pipe system, as specified in insulation system schedules.

C. Install accessories compatible with insulation materials and suitable for the service. Install accessories that do not corrode, soften, or otherwise attack insulation or jacket in either wet or dry state.

D. Install insulation with longitudinal seams at top and bottom of horizontal runs.



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E. Install multiple layers of insulation with longitudinal and end seams staggered.

F. Do not weld brackets, clips, or other attachment devices to piping, fittings, and specialties.

G. Keep insulation materials dry during storage, application, and finishing. Replace insulation materials that get wet.

H. Install insulation with tight longitudinal seams and end joints. Bond seams and joints with adhesive recommended by insulation material manufacturer.

I. Install insulation with least number of joints practical.

J. Where vapor barrier is indicated, seal joints, seams, and penetrations in insulation at hangers, supports, anchors, and other projections with vapor-barrier mastic. 1. Install insulation continuously through hangers and around anchor attachments. 2. For insulation application where vapor barriers are indicated, extend insulation on anchor

legs from point of attachment to supported item to point of attachment to structure. Taper and seal ends attached to structure with vapor-barrier mastic.

3. Install insert materials and insulation to tightly join the insert. Seal insulation to insulation inserts with adhesive or sealing compound recommended by insulation material manufacturer.

4. Cover inserts with jacket material matching adjacent pipe insulation. Install shields over jacket, arranged to protect jacket from tear or puncture by hanger, support, and shield.

K. Apply adhesives, mastics, and sealants at manufacturer's recommended coverage rate and wet and dry film thicknesses.

L. Install insulation with factory-applied jackets as follows: 1. Draw jacket tight and smooth. 2. Cover circumferential joints with 3-inch- wide strips, of same material as insulation jacket.

Secure strips with adhesive and outward-clinching staples along both edges of strip, spaced 4 inches o.c.

3. Overlap jacket longitudinal seams at least 1-1/2 inches. Install insulation with longitudinal seams at bottom of pipe. Clean and dry surface to receive self-sealing lap. Staple laps with outward-clinching staples along edge at 4 inches o.c. a. For below-ambient services, apply vapor-barrier mastic over staples.

4. Cover joints and seams with tape, in accordance with insulation material manufacturer's written instructions, to maintain vapor seal.

5. Where vapor barriers are indicated, apply vapor-barrier mastic on seams and joints and at ends adjacent to pipe flanges and fittings.

M. Cut insulation in a manner to avoid compressing insulation more than 25 percent of its nominal thickness.

N. Finish installation with systems at operating conditions. Repair joint separations and cracking due to thermal movement.

O. Repair damaged insulation facings by applying same facing material over damaged areas. Extend patches at least 4 inches beyond damaged areas. Adhere, staple, and seal patches in similar fashion to butt joints.

P. For above-ambient services, do not install insulation to the following: 1. Vibration-control devices. 2. Testing agency labels and stamps. 3. Nameplates and data plates.



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4. Cleanouts.

3.4 PENETRATIONS

A. Insulation Installation at Interior Wall and Partition Penetrations (That Are Not Fire Rated): Install insulation continuously through walls and partitions.

B. Insulation Installation at Floor Penetrations: 1. Pipe: Install insulation continuously through floor penetrations.

3.5 GENERAL PIPE INSULATION INSTALLATION

A. Requirements in this article generally apply to all insulation materials, except where more specific requirements are specified in various pipe insulation material installation articles.

B. Insulation Installation on Fittings, Valves, Strainers, Flanges, Mechanical Couplings, and Unions: 1. Install insulation over fittings, valves, strainers, flanges, mechanical couplings, unions, and

other specialties with continuous thermal and vapor-retarder integrity unless otherwise indicated.

2. Insulate pipe elbows using preformed fitting insulation made from same material and density as that of adjacent pipe insulation. Each piece shall be butted tightly against adjoining piece and bonded with adhesive. Fill joints, seams, voids, and irregular surfaces with insulating cement finished to a smooth, hard, and uniform contour that is uniform with adjoining pipe insulation.

3. Insulate tee fittings with preformed fitting insulation of same material and thickness as that used for adjacent pipe. Cut sectional pipe insulation to fit. Butt each section closely to the next and hold in place with tie wire. Bond pieces with adhesive.

4. Insulate valves using preformed fitting insulation of same material, density, and thickness as that used for adjacent pipe. Overlap adjoining pipe insulation by not less than 2 times the thickness of pipe insulation, or one pipe diameter, whichever is thicker. For valves, insulate up to and including the bonnets, valve stuffing-box studs, bolts, and nuts. Fill joints, seams, and irregular surfaces with insulating cement.

5. Insulate strainers using preformed fitting insulation of same material, density, and thickness as used for adjacent pipe. Overlap adjoining pipe insulation by not less than 2 times the thickness of pipe insulation, or one pipe diameter, whichever is thicker. Fill joints, seams, and irregular surfaces with insulating cement. Insulate strainers, so strainer basket flange or plug can be easily removed and replaced without damaging the insulation and jacket. Provide a removable reusable insulation cover. For below-ambient services, provide a design that maintains vapor barrier.

6. Insulate flanges, mechanical couplings, and unions, using a section of oversized preformed pipe insulation. Overlap adjoining pipe insulation by not less than 2 times the thickness of pipe insulation, or one pipe diameter, whichever is thicker. Stencil or label the outside insulation jacket of each union with the word "union" matching size and color of pipe labels.

7. Cover segmented insulated surfaces with a layer of finishing cement and coat with a mastic. Install vapor-barrier mastic for below-ambient services and a breather mastic for above-ambient services. Reinforce the mastic with fabric-reinforcing mesh. Trowel the mastic to a smooth and well-shaped contour.

8. For services not specified to receive a field-applied jacket, except for flexible elastomeric and polyolefin, install fitted PVC cover over elbows, tees, strainers, valves, flanges, and unions. Terminate ends with PVC end caps. Tape PVC covers to adjoining insulation facing, using PVC tape.

C. Insulate instrument connections for thermometers, pressure gages, pressure temperature taps, test connections, flow meters, sensors, switches, and transmitters on insulated pipes. Shape insulation at these connections by tapering it to and around the connection with insulating cement and finish with finishing cement, mastic, and flashing sealant.



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D. Install removable insulation covers at locations indicated. Installation shall conform to the following: 1. Make removable flange and union insulation from sectional pipe insulation of same

thickness as that on adjoining pipe. Install same insulation jacket as that of adjoining pipe insulation.

2. When flange and union covers are made from sectional pipe insulation, extend insulation from flanges or union at least 2 times the insulation thickness over adjacent pipe insulation on each side of flange or union. Secure flange cover in place with stainless steel or aluminum bands. Select band material compatible with insulation and jacket.

3. Construct removable valve insulation covers in same manner as for flanges, except divide the two-part section on the vertical center line of valve body.

4. When covers are made from block insulation, make two halves, each consisting of mitered blocks wired to stainless steel fabric. Secure this wire frame, with its attached insulation, to flanges with tie wire. Extend insulation at least 2 inches over adjacent pipe insulation on each side of valve. Fill space between flange or union cover and pipe insulation with insulating cement. Finish cover assembly with insulating cement applied in two coats. After first coat is dry, apply and trowel second coat to a smooth finish.

5. Unless a PVC jacket is indicated in field-applied jacket schedules, finish exposed surfaces with a metal jacket.

3.6 INSTALLATION OF FIBROUS-GLASS INSULATION

A. Insulation Installation on Straight Pipes and Tubes: 1. Secure each layer of insulation to pipe with wire or bands, and tighten bands without

deforming insulation materials. 2. Where vapor barriers are indicated, seal longitudinal seams, end joints, and protrusions

with vapor-barrier mastic and joint sealant. 3. For insulation with factory-applied jackets on above-ambient services, secure laps with

outward-clinched staples at 6 inches o.c. 4. For insulation with factory-applied jackets on below-ambient services, do not staple

longitudinal tabs. Instead, secure tabs with additional adhesive, as recommended by insulation material manufacturer, and seal with vapor-barrier mastic and flashing sealant.

B. Insulation Installation on Pipe Flanges: 1. Install preformed pipe insulation to outer diameter of pipe flange. 2. Make width of insulation section same as overall width of flange and bolts, plus twice the

thickness of pipe insulation. 3. Fill voids between inner circumference of flange insulation and outer circumference of

adjacent straight pipe segments with cut sections of cellular-glass block insulation of same thickness as that of pipe insulation.

4. Install jacket material with manufacturer's recommended adhesive, overlap seams at least 1 inch, and seal joints with flashing sealant.

C. Insulation Installation on Pipe Fittings and Elbows: 1. Install preformed sections of same material as that of straight segments of pipe insulation

when available. Secure according to manufacturer's written instructions. 2. When preformed sections of insulation are not available, install mitered sections of fibrous-

glass insulation. Secure insulation materials with wire or bands.

D. Insulation Installation on Valves and Pipe Specialties: 1. Install preformed sections of cellular-glass insulation to valve body. 2. Arrange insulation to permit access to packing and to allow valve operation without

disturbing insulation. 3. Install insulation to flanges as specified for flange insulation application.



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3.7 PIPING INSULATION SCHEDULE, GENERAL

A. Acceptable preformed pipe and tubular insulation materials and thicknesses are identified for each piping system and pipe size range. If more than one material is listed for a piping system, selection from materials listed is Contractor's option.

B. Items Not Insulated: Unless otherwise indicated, do not install insulation on the following: 1. Chrome-plated pipes and fittings unless there is a potential for personnel injury.

3.8 INDOOR PIPING INSULATION SCHEDULE

A. Domestic Cold Water: 1. NPS 1 and Smaller: Insulation shall be the following:

a. Fibrous Glass: 1" thick. 2. NPS 1-1/4 and Larger: Insulation shall be the following:

a. Fibrous Glass: 1" thick.

B. Domestic Hot and Recirculated Hot Water: 1. NPS 1-1/4 and Smaller: Insulation shall be the following:

a. Fibrous Glass: 1" thick. 2. NPS 1-1/2 and Larger: Insulation shall be the following:

a. Fibrous Glass: 1-1/2 inches thick.



DOMESTIC WATER PIPING 22 11 16 - Page 1 of 9

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SECTION 22 11 16 - DOMESTIC WATER PIPING

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Copper tube and fittings. 2. Ductile-iron pipe and fittings. 3. PEX tube and fittings. 4. Piping joining materials. 5. Transition fittings. 6. Dielectric fittings.


A. Product Data: 1. Pipe and tube. 2. Fittings. 3. Joining materials. 4. Transition fittings.


A. System purging and disinfecting activities report.


A. Interruption of Existing Water Service: Do not interrupt water service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary water service according to requirements indicated: 1. Notify Owner no fewer than two days in advance of proposed interruption of water service. 2. Do not interrupt water service without Owner's written permission.

PART 2 - PRODUCTS

2.1 PIPING MATERIALS

A. Potable-water piping and components shall comply with NSF 14, NSF 61, and NSF 372. Include marking "NSF-pw" on piping.

2.2 COPPER TUBE AND FITTINGS

A. Drawn-Temper Copper Tube: ASTM B88, Type K ASTM B88, Type L .

B. Annealed-Temper Copper Tube: ASTM B88, Type K ASTM B88, Type L .

C. Cast-Copper, Solder-Joint Fittings: ASME B16.18, pressure fittings.



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D. Wrought-Copper, Solder-Joint Fittings: ASME B16.22, pressure fittings.

E. Bronze Flanges: ASME B16.24, Class 150, with solder-joint ends.

F. Cast Copper Unions: MSS SP-123, cast-copper-alloy, hexagonal-stock body, with ball-and-socket, metal-to-metal seating surfaces and solder-joint or threaded ends.

G. Wrought Copper Unions: ASME B16.22.

H. Copper-Tube, Mechanically Formed Tee Fitting: For forming T-branch on copper water tube. 1. Manufacturers: Subject to compliance with requirements, provide products by the

following: a. T-DRILL Industries Inc.

2. Description: Tee formed in copper tube in accordance with ASTM F2014.

I. Grooved, Mechanical-Joint, Copper Tube Appurtenances: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Anvil International. b. Grinnell G-Fire by Johnson Controls Company. c. Shurjoint-Apollo Piping Products USA Inc. d. Victaulic Company.

2. Grooved-End, Copper Fittings: ASTM B75 copper tube or ASTM B584 bronze castings. 3. Grooved-End-Tube Couplings: To fit copper-tube dimensions; rigid pattern unless

otherwise indicated; gasketed fitting, EPDM-rubber gasket, UL classified per NSF 61 and NSF 372, and rated for minimum 180 deg F , for use with ferrous housing and steel bolts and nuts; 300 psigminimum CWP pressure rating.

J. Copper Tube, Pressure-Seal-Joint Fittings: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Apollo Valves; a part of Aalberts Integrated Piping Systems. b. Elkhart Products Corporation. c. Mueller Industries, Inc. d. NIBCO INC. e. Viega LLC.

2. Fittings: Cast-brass, cast-bronze, or wrought-copper with EPDM O-ring seal in each end. 3. Minimum 200-psig working-pressure rating at 250 deg F.

2.3 PEX TUBE AND FITTINGS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Apollo Valves; a part of Aalberts Integrated Piping Systems. 2. Watts Radiant; A WATTS Brand. 3. Zurn Industries, LLC.

B. Tube Material: PEX plastic according to ASTM F876 and ASTM F877.

C. Fittings: ASTM F1807, metal insert and copper crimp rings .

D. Manifold: Multiple-outlet, plastic or corrosion-resistant-metal assembly complying with ASTM F876; with plastic or corrosion-resistant-metal valve for each outlet.







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2.4 PIPING JOINING MATERIALS

A. Metal, Pipe-Flange Bolts and Nuts: ASME B18.2.1, carbon steel unless otherwise indicated.

B. Solder Filler Metals: ASTM B32, lead-free alloys.

C. Flux: ASTM B813, water flushable.

D. Brazing Filler Metals: AWS A5.8M/A5.8, BCuP Series, copper-phosphorus alloys for general-duty brazing unless otherwise indicated.

E. Plastic, Pipe-Flange Gaskets, Bolts, and Nuts: Type and material recommended by piping system manufacturer unless otherwise indicated.

2.5 TRANSITION FITTINGS

A. General Requirements: 1. Same size as pipes to be joined. 2. Pressure rating at least equal to pipes to be joined. 3. End connections compatible with pipes to be joined.

B. Fitting-Type Transition Couplings: Manufactured piping coupling or specified piping system fitting.

C. Plastic-to-Metal Transition Fittings: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Charlotte Pipe and Foundry Company. b. Sioux Chief Manufacturing Company, Inc. c. Spears Manufacturing Company.

D. Plastic-to-Metal Transition Unions: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Aquatherm. b. NIBCO INC. c. Spears Manufacturing Company.

2.6 DIELECTRIC FITTINGS

A. General Requirements: Assembly of copper alloy and ferrous materials with separating nonconductive insulating material. Include end connections compatible with pipes to be joined.

B. Dielectric Unions: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Central Plastics Company. b. WATTS. c. Zurn Industries, LLC.

2. Standard: ASSE 1079. 3. Pressure Rating: 125 psig minimum at 180 deg F . 4. End Connections: Solder-joint copper alloy and threaded ferrous.

C. Dielectric Flanges: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:







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a. Central Plastics Company. b. WATTS. c. Zurn Industries, LLC.

2. Standard: ASSE 1079. 3. Factory-fabricated, bolted, companion-flange assembly. 4. Pressure Rating: 125 psig minimum at 180 deg F . 5. End Connections: Solder-joint copper alloy and threaded ferrous; threaded solder-joint

copper alloy and threaded ferrous.

D. Dielectric-Flange Insulating Kits: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Advance Products & Systems, Inc. b. Calpico, Inc. c. Central Plastics Company.

2. Nonconducting materials for field assembly of companion flanges. 3. Pressure Rating: 150 psig . 4. Gasket: Neoprene or phenolic. 5. Bolt Sleeves: Phenolic or polyethylene. 6. Washers: Phenolic with steel backing washers.

E. Dielectric Nipples: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Grinnell G-Fire by Johnson Controls Company. b. Sioux Chief Manufacturing Company, Inc. c. Victaulic Company.

2. Standard: IAPMO PS 66. 3. Electroplated steel nipple complying with ASTM F1545. 4. Pressure Rating and Temperature: 300 psig at 225 deg F . 5. End Connections: Male threaded or grooved. 6. Lining: Inert and noncorrosive, propylene.

PART 3 - EXECUTION

3.1 PIPING APPLICATIONS

A. Transition and special fittings with pressure ratings at least equal to piping rating may be used in applications below unless otherwise indicated.

B. Flanges and unions may be used for aboveground piping joints unless otherwise indicated.

C. Aboveground domestic water piping, NPS 2 and smaller , shall be one of the following: 1. Drawn-temper copper tube, ASTM B88, Type L ; cast- or wrought-copper, solder-joint

fittings; and soldered joints. 2. Drawn-temper copper tube, ASTM B88, Type L ; copper pressure-seal-joint fittings; and

pressure-sealed joints. 3. PEX tube, NPS 2 and smaller.

a. Fittings for PEX tube: 1) ASTM F1807, metal insert and copper crimp rings. 2) ASTM F1960, cold expansion fittings and reinforcing rings. 3) ASSE 1061, push-fit fittings.





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3.2 INSTALLATION OF PIPING

A. Drawing plans, schematics, and diagrams indicate general location and arrangement of domestic water piping. Indicated locations and arrangements are used to size pipe and calculate friction loss, expansion, and other design considerations. Install piping as indicated unless deviations to layout are approved on coordination drawings.

B. Install valves according to the following: 1. Section 22 05 23.12 "Ball Valves for Plumbing Piping."

C. Install domestic water piping level without pitch and plumb.

D. Rough-in domestic water piping for water-meter installation according to utility company's requirements.

E. Install piping concealed from view and protected from physical contact by building occupants unless otherwise indicated and except in equipment rooms and service areas.

F. Install piping indicated to be exposed and piping in equipment rooms and service areas at right angles or parallel to building walls. Diagonal runs are prohibited unless specifically indicated otherwise.

G. Install piping above accessible ceilings to allow sufficient space for ceiling panel removal, and coordinate with other services occupying that space.

H. Install piping to permit valve servicing.

I. Install nipples, unions, special fittings, and valves with pressure ratings the same as or higher than the system pressure rating used in applications below unless otherwise indicated.

J. Install piping free of sags and bends.

K. Install fittings for changes in direction and branch connections.

L. Install PEX tubing with loop at each change of direction of more than 90 degrees.

M. Install unions in copper tubing at final connection to each piece of equipment, machine, and specialty.

N. Install sleeves for piping penetrations of walls, ceilings, and floors. Comply with requirements for sleeves specified in Section 22 05 17 "Sleeves and Sleeve Seals for Plumbing Piping."

O. Install sleeve seals for piping penetrations of concrete walls and slabs. Comply with requirements for sleeve seals specified in Section 22 05 17 "Sleeves and Sleeve Seals for Plumbing Piping."

P. Install escutcheons for piping penetrations of walls, ceilings, and floors. Comply with requirements for escutcheons specified in Section 22 05 18 "Escutcheons for Plumbing Piping."

3.3 JOINT CONSTRUCTION

A. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe.

B. Remove scale, slag, dirt, and debris from inside and outside of pipes, tubes, and fittings before assembly.



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C. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows: 1. Apply appropriate tape or thread compound to external pipe threads. 2. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or

damaged.

D. Brazed Joints for Copper Tubing: Comply with CDA's "Copper Tube Handbook," "Brazed Joints" chapter.

E. Soldered Joints for Copper Tubing: Apply ASTM B813, water-flushable flux to end of tube. Join copper tube and fittings according to ASTM B828 or CDA's "Copper Tube Handbook."

F. Pressure-Sealed Joints for Copper Tubing: Join copper tube and pressure-seal fittings with tools and procedure recommended by pressure-seal-fitting manufacturer. Leave insertion marks on pipe after assembly.

G. Joint Construction for Grooved-End Copper Tubing: Make joints according to AWWA C606. Roll groove ends of tubes. Lubricate and install gasket over ends of tubes or tube and fitting. Install coupling housing sections over gasket with keys seated in tubing grooves. Install and tighten housing bolts.

H. Flanged Joints: Select appropriate asbestos-free, nonmetallic gasket material in size, type, and thickness suitable for domestic water service. Join flanges with gasket and bolts according to ASME B31.9.

I. Joints for PEX Tubing, ASTM: Join according to ASTM F1807 for metal insert and copper crimp ring fittings and ASTM F1960 for cold expansion fittings and reinforcing rings.

J. Joints for PEX Tubing, ASSE: Join according to ASSE 1061 for push-fit fittings.

K. Joints for Dissimilar-Material Piping: Make joints using adapters compatible with materials of both piping systems.

3.4 INSTALLATION OF TRANSITION FITTINGS

A. Install transition couplings at joints of dissimilar piping.

B. Transition Fittings in Underground Domestic Water Piping: 1. Fittings for NPS 1-1/2 and Smaller: Fitting-type coupling. 2. Fittings for NPS 2 and Larger: Sleeve-type coupling.

C. Transition Fittings in Aboveground Domestic Water Piping NPS 2 and Smaller: Plastic-to-metal transition fittings or unions.

3.5 INSTALLATION OF DIELECTRIC FITTINGS

A. Install dielectric fittings in piping at connections of dissimilar metal piping and tubing.

B. Dielectric Fittings for NPS 2 and Smaller: Use dielectric couplingsor unions.

C. Dielectric Fittings for NPS 2-1/2 to NPS 4 : Use dielectric flanges .

D. Dielectric Fittings for NPS 5 and Larger: Use dielectric flange kits.



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3.6 INSTALLATION OF HANGERS AND SUPPORTS

A. Comply with requirements for hangers, supports, and anchor devices in Section 22 05 29 "Hangers and Supports for Plumbing Piping and Equipment."

B. Install hangers for copper , tubing and piping, with maximum horizontal spacing and minimum rod diameters, to comply with MSS-58, locally enforced codes, and authorities having jurisdiction requirements, whichever are most stringent.

C. Install vinyl-coated hangers for PEX tubing, with maximum horizontal spacing and minimum rod diameters, to comply with manufacturer's written instructions, locally enforced codes, and authorities having jurisdiction requirements, whichever are most stringent.

D. Support horizontal piping within 12 inches of each fitting.

E. Support vertical runs of copper, tubing and piping to comply with MSS-58, locally enforced codes, and authorities having jurisdiction requirements, whichever are most stringent.

F. Support vertical runs of PEX tubing to comply with manufacturer's written instructions, locally enforced codes, and authorities having jurisdiction requirements, whichever are most stringent.

3.7 CONNECTIONS

A. Drawings indicate general arrangement of piping, fittings, and specialties.

B. When installing piping adjacent to equipment and machines, allow space for service and maintenance.

C. Connect domestic water piping to exterior water-service piping. Use transition fitting to join dissimilar piping materials.

D. Connect domestic water piping to water-service piping with shutoff valve; extend and connect to the following: 1. Domestic Water Booster Pumps: Cold-water suction and discharge piping. 2. Water Heaters: Cold-water inlet and hot-water outlet piping in sizes indicated, but not

smaller than sizes of water heater connections. 3. Plumbing Fixtures: Cold- and hot-water-supply piping in sizes indicated, but not smaller

than that required by plumbing code. 4. Equipment: Cold- and hot-water-supply piping as indicated, but not smaller than equipment

connections. Provide shutoff valve and union for each connection. Use flanges instead of unions for NPS 2-1/2 and larger.

3.8 IDENTIFICATION

A. Identify system components. Comply with requirements for identification materials and installation in Section 22 05 53 "Identification for Plumbing Piping and Equipment."

3.9 ADJUSTING

A. Perform the following adjustments before operation: 1. Close drain valves, hydrants, and hose bibbs. 2. Open shutoff valves to fully open position. 3. Open throttling valves to proper setting. 4. Adjust balancing valves in hot-water-circulation return piping to provide adequate flow.



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a. Manually adjust ball-type balancing valves in hot-water-circulation return piping to provide hot-water flow in each branch.

b. Adjust calibrated balancing valves to flows indicated. 5. Remove plugs used during testing of piping and for temporary sealing of piping during

installation. 6. Remove and clean strainer screens. Close drain valves and replace drain plugs. 7. Remove filter cartridges from housings and verify that cartridges are as specified for

application where used and are clean and ready for use. 8. Check plumbing specialties and verify proper settings, adjustments, and operation.

3.10 FIELD QUALITY CONTROL

A. Perform the following tests and inspections: 1. Piping Inspections:

a. Do not enclose, cover, or put piping into operation until it has been inspected and approved by authorities having jurisdiction.

b. During installation, notify authorities having jurisdiction at least one day before inspection must be made. Perform tests specified below in presence of authorities having jurisdiction: 1) Roughing-in Inspection: Arrange for inspection of piping before concealing or

closing in after roughing in and before setting fixtures. 2) Final Inspection: Arrange for authorities having jurisdiction to observe tests

specified in "Piping Tests" Subparagraph below and to ensure compliance with requirements.

c. Reinspection: If authorities having jurisdiction find that piping will not pass tests or inspections, make required corrections and arrange for reinspection.

d. Reports: Prepare inspection reports and have them signed by authorities having jurisdiction.

2. Piping Tests: a. Fill domestic water piping. Check components to determine that they are not air

bound and that piping is full of water. b. Test for leaks and defects in new piping and parts of existing piping that have been

altered, extended, or repaired. If testing is performed in segments, submit a separate report for each test, complete with diagram of portion of piping tested.

c. Leave new, altered, extended, or replaced domestic water piping uncovered and unconcealed until it has been tested and approved. Expose work that was covered or concealed before it was tested.

d. Cap and subject piping to static water pressure of 50 psig above operating pressure, without exceeding pressure rating of piping system materials. Isolate test source and allow it to stand for four hours. Leaks and loss in test pressure constitute defects that must be repaired.

e. Hydrostatic testing and documentation of test results for polypropylene piping to be in accordance with the manufacturer's instructions and submitted to the manufacturer upon successful completion per warranty requirements.

f. Repair leaks and defects with new materials, and retest piping or portion thereof until satisfactory results are obtained.

g. Prepare reports for tests and for corrective action required.

B. Domestic water piping will be considered defective if it does not pass tests and inspections.

C. Prepare test and inspection reports.

3.11 CLEANING

A. Clean and disinfect potable domestic water piping as follows:



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1. Purge new piping and parts of existing piping that have been altered, extended, or repaired before using.

2. Use purging and disinfecting procedures prescribed by authorities having jurisdiction; if methods are not prescribed, use procedures described in either AWWA C651 or AWWA C652 or follow procedures described below: a. Flush piping system with clean, potable water until dirty water does not appear at

outlets. b. Fill and isolate system according to either of the following:

1) Fill system or part thereof with water/chlorine solution with at least 50 ppm of chlorine. Isolate with valves and allow to stand for 24 hours.

2) Fill system or part thereof with water/chlorine solution with at least 200 ppm of chlorine. Isolate and allow to stand for three hours.

c. Flush system with clean, potable water until no chlorine is in water coming from system after the standing time.

d. Repeat procedures if biological examination shows contamination. e. Submit water samples in sterile bottles to authorities having jurisdiction.

B. Prepare and submit reports of purging and disinfecting activities. Include copies of water-sample approvals from authorities having jurisdiction.

C. Clean interior of domestic water piping system. Remove dirt and debris as work progresses.



SANITARY WASTE AND VENT PIPING 22 13 16 - Page 1 of 5

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SECTION 22 13 16 - SANITARY WASTE AND VENT PIPING

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Hubless, cast-iron soil pipe and fittings. 2. PVC pipe and fittings.



B. Shop Drawings: For hubless, single-stack drainage system. Include plans, elevations, sections, and details.


A. Interruption of Existing Sanitary Waste Service: Do not interrupt service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary service according to requirements indicated: 1. Notify Owner no fewer than two days in advance of proposed interruption of sanitary waste

service. 2. Do not proceed with interruption of sanitary waste service without Owner's written

permission.

PART 2 - PRODUCTS


A. Components and installation shall be capable of withstanding the following minimum working pressure unless otherwise indicated: 1. Soil, Waste, and Vent Piping: 10-foot head of water . 2. Waste, Force-Main Piping: 100 psig .

2.2 PIPING MATERIALS

A. Piping materials shall bear label, stamp, or other markings of specified testing agency.

B. Comply with requirements in "Piping Schedule" Article for applications of pipe, tube, fitting materials, and joining methods for specific services, service locations, and pipe sizes.

2.3 PVC PIPE AND FITTINGS

A. Comply with NSF 14, "Plastics Piping Systems Components and Related Materials," for plastic piping components. Include marking with "NSF-dwv" for plastic drain, waste, and vent piping and "NSF-sewer" for plastic sewer piping.



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B. Solid-Wall PVC Pipe: ASTM D 2665, drain, waste, and vent.

C. Cellular-Core PVC Pipe: ASTM F 891, Schedule 40.

D. Adhesive Primer: ASTM F 656.

E. Solvent Cement: ASTM D 2564.

PART 3 - EXECUTION

3.1 PIPING INSTALLATION

A. Drawing plans, schematics, and diagrams indicate general location and arrangement of piping systems. 1. Indicated locations and arrangements were used to size pipe and calculate friction loss,

expansion, pump sizing, and other design considerations. 2. Install piping as indicated unless deviations to layout are approved on coordination

drawings.

B. Install piping in concealed locations unless otherwise indicated and except in equipment rooms and service areas.

C. Install piping indicated to be exposed and piping in equipment rooms and service areas at right angles or parallel to building walls. Diagonal runs are prohibited unless specifically indicated otherwise.

D. Install piping above accessible ceilings to allow sufficient space for ceiling panel removal.

E. Install piping to permit valve servicing.

F. Install piping at indicated slopes.

G. Install piping free of sags and bends.

H. Install fittings for changes in direction and branch connections.

I. Install piping to allow application of insulation.

J. Make changes in direction for soil and waste drainage and vent piping using appropriate branches, bends, and long-sweep bends. 1. Sanitary tees and short-sweep 1/4 bends may be used on vertical stacks if change in

direction of flow is from horizontal to vertical. 2. Use long-turn, double Y-branch and 1/8-bend fittings if two fixtures are installed back to

back or side by side with common drain pipe. a. Straight tees, elbows, and crosses may be used on vent lines.

3. Do not change direction of flow more than 90 degrees. 4. Use proper size of standard increasers and reducers if pipes of different sizes are

connected. a. Reducing size of waste piping in direction of flow is prohibited.

K. Lay buried building waste piping beginning at low point of each system. 1. Install true to grades and alignment indicated, with unbroken continuity of invert. Place hub

ends of piping upstream. 2. Install required gaskets according to manufacturer's written instructions for use of

lubricants, cements, and other installation requirements.



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3. Maintain swab in piping and pull past each joint as completed.

L. Install soil and waste and vent piping at the following minimum slopes unless otherwise indicated: 1. Building Sanitary Waste: 2 percent downward in direction of flow for piping NPS 3 and

smaller; 1 percent downward in direction of flow for piping NPS 4 and larger. 2. Horizontal Sanitary Waste Piping: 2 percent downward in direction of flow. 3. Vent Piping: 1 percent down toward vertical fixture vent or toward vent stack.

M. Install aboveground PVC piping according to ASTM D 2665.

N. Install underground PVC piping according to ASTM D 2321.

O. Install engineered soil and waste and vent piping systems as follows: 1. Combination Waste and Vent: Comply with standards of authorities having jurisdiction. 2. Hubless, Single-Stack Drainage System: Comply with ASME B16.45 and hubless, single-

stack aerator fitting manufacturer's written installation instructions. 3. Reduced-Size Venting: Comply with standards of authorities having jurisdiction.

P. Install force mains at elevations indicated.

Q. Do not enclose, cover, or put piping into operation until it is inspected and approved by authorities having jurisdiction.

R. Install sleeves for piping penetrations of walls, ceilings, and floors. 1. Comply with requirements for sleeves specified in Section 22 05 17 "Sleeves and Sleeve

Seals for Plumbing Piping."

S. Install sleeve seals for piping penetrations of concrete walls and slabs. 1. Comply with requirements for sleeve seals specified in Section 22 05 17 "Sleeves and

Sleeve Seals for Plumbing Piping."

T. Install escutcheons for piping penetrations of walls, ceilings, and floors. 1. Comply with requirements for escutcheons specified in Section 22 05 18 "Escutcheons for

Plumbing Piping."

3.2 JOINT CONSTRUCTION

A. Join hubless, cast-iron soil piping according to CISPI 310 and CISPI's "Cast Iron Soil Pipe and Fittings Handbook" for hubless-piping coupling joints.

B. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. 1. Cut threads full and clean using sharp dies. 2. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves

as follows: a. Apply appropriate tape or thread compound to external pipe threads unless dry seal

threading is specified. b. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or

damaged. c. Do not use pipe sections that have cracked or open welds.

C. Grooved Joints: Cut groove ends of pipe according to AWWA C606. Lubricate and install gasket over ends of pipes or pipe and fitting. Install coupling housing sections, over gasket, with keys seated in piping grooves. Install and tighten housing bolts.



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D. Flanged Joints: Align bolt holes. Select appropriate gasket material, size, type, and thickness. Install gasket concentrically positioned. Use suitable lubricants on bolt threads. Torque bolts in cross pattern.

E. Plastic, Nonpressure-Piping, Solvent-Cement Joints: Clean and dry joining surfaces. Join pipe and fittings according to the following: 1. Comply with ASTM F 402 for safe-handling practice of cleaners, primers, and solvent

cements. 2. PVC Piping: Join according to ASTM D 2855 and ASTM D 2665 appendixes.

3.3 SPECIALTY PIPE FITTING INSTALLATION

A. Transition Couplings: 1. Install transition couplings at joints of piping with small differences in ODs. 2. In Waste Drainage Piping: , nonpressure transition couplings.

3.4 INSTALLATION OF HANGERS AND SUPPORTS

A. Comply with requirements for pipe hanger and support devices and installation specified in Section 22 05 29 "Hangers and Supports for Plumbing Piping and Equipment." 1. Install carbon-steel pipe hangers for horizontal piping in noncorrosive environments. 2. Install carbon-steel pipe support clamps for vertical piping in noncorrosive environments. 3. Vertical Piping: MSS Type 8 or Type 42, clamps. 4. Install individual, straight, horizontal piping runs:

a. 100 Feet and Less: MSS Type 1, adjustable, steel clevis hangers. b. Longer Than 100 Feet: MSS Type 43, adjustable roller hangers. c. Longer Than 100 Feet if Indicated: MSS Type 49, spring cushion rolls.

5. Multiple, Straight, Horizontal Piping Runs 100 Feet or Longer: MSS Type 44, pipe rolls. Support pipe rolls on trapeze.

6. Base of Vertical Piping: MSS Type 52, spring hangers.

B. Install hangers for PVC piping, with maximum horizontal spacing and minimum rod diameters, to comply with manufacturer's written instructions, locally enforced codes, and authorities having jurisdiction requirements, whichever are most stringent.

C. Support horizontal piping and tubing within 12 inches of each fitting and coupling.

D. Support vertical runs of cast iron soil piping to comply with MSS-58, locally enforced codes, and authorities having jurisdiction requirements, whichever are most stringent.

E. Support vertical runs of PVC piping to comply with manufacturer's written instructions, locally enforced codes, and authorities having jurisdiction requirements, whichever are most stringent.

3.5 CONNECTIONS

A. Drawings indicate general arrangement of piping, fittings, and specialties.

B. Connect soil and waste piping to exterior sanitary sewerage piping. Use transition fitting to join dissimilar piping materials.

C. Connect waste and vent piping to the following: 1. Plumbing Fixtures: Connect waste piping in sizes indicated, but not smaller than required

by plumbing code. 2. Plumbing Fixtures and Equipment: Connect atmospheric vent piping in sizes indicated, but

not smaller than required by authorities having jurisdiction.



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3. Plumbing Specialties: Connect waste and vent piping in sizes indicated, but not smaller than required by plumbing code.

4. Install test tees (wall cleanouts) in conductors near floor and floor cleanouts with cover flush with floor.

5. Install horizontal backwater valves with cleanout cover flush with floor .

D. Where installing piping adjacent to equipment, allow space for service and maintenance of equipment.

E. Make connections according to the following unless otherwise indicated: 1. Install unions, in piping NPS 2 and smaller, adjacent to each valve and at final connection

to each piece of equipment. 2. Install flanges, in piping NPS 2-1/2 and larger, adjacent to flanged valves and at final

connection to each piece of equipment.

3.6 IDENTIFICATION

A. Identify exposed sanitary waste and vent piping.

B. Comply with requirements for identification specified in Section 22 05 53 "Identification for Plumbing Piping and Equipment."


A. Clean interior of piping. Remove dirt and debris as work progresses.

B. Protect sanitary waste and vent piping during remainder of construction period to avoid clogging with dirt and debris and to prevent damage from traffic and construction work.

C. Place plugs in ends of uncompleted piping at end of day and when work stops.

D. Exposed PVC Piping: Protect plumbing vents exposed to sunlight with two coats of water-based latex paint.

E. Repair damage to adjacent materials caused by waste and vent piping installation.

3.8 PIPING SCHEDULE

A. Flanges and unions may be used on aboveground pressure piping unless otherwise indicated.

B. Aboveground, soil and waste piping NPS 4 and smaller shall be any of the following: 1. Solid-wall Cellular-core PVC pipe, PVC socket fittings, and solvent-cemented joints.

C. Aboveground, vent piping NPS 4 and smaller shall be any of the following: 1. Cellular-core PVC pipe, PVC socket fittings, and solvent-cemented joints.

D. Underground, soil, waste, and vent piping NPS 4 and smaller shall be any of the following: 1. Hubless, cast-iron soil pipe and fittings; cast-iron hubless-piping couplings; and coupled

joints. 2. Solid wall PVC pipe, PVC socket fittings, and solvent-cemented joints.



COMMERCIAL WATER CLOSETS 22 42 13.13 - Page 1 of 3

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SECTION 22 42 13.13 - COMMERCIAL WATER CLOSETS

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Floor-mounted, bottom-outlet water closets. 2. Toilet seats. 3. Supports.

1.3 DEFINITIONS

A. Effective Flush Volume: Average of two reduced flushes and one full flush per fixture.

B. Remote Water Closet: Located more than 30 feet from other drain line connections or fixture and where less than 1.5 drainage fixture units are upstream of the drain line connection.


A. Product Data: For each type of product. 1. Include construction details, material descriptions, dimensions of individual components

and profiles, and finishes for water closets. 2. Include rated capacities, operating characteristics, electrical characteristics, and furnished

specialties and accessories.

PART 2 - PRODUCTS

2.1 FLOOR-MOUNTED, BOTTOM-OUTLET WATER CLOSETS

A. Water Closets, Floor Mounted, Bottom Outlet, Top Spud : 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. American Standard. b. Kohler Co. c. TOTO USA, INC.

2. Bowl: a. Standards: ASME A112.19.2/CSA B45.1 and ASME A112.19.5. b. Material: Vitreous china. c. Type: Siphon jet. d. Style: Flushometer valve. e. Height: Handicapped/elderly, complying with ICC/ANSI A117.1. f. Rim Contour: Elongated. g. Water Consumption: 1.6 gal. per flush. h. Spud Size and Location: NPS 1-1/2; top. i. Color: White .

3. Bowl-to-Drain Connecting Fitting: ASTM A1045 or ASME A112.4.3.




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2.2 TOILET SEATS

A. Toilet Seats : 1. Standard: IAPMO/ANSI Z124.5. 2. Material: Plastic. 3. Type: Commercial (Standard) . 4. Shape: Elongated rim, open front . 5. Hinge: Self-sustaining . 6. Hinge Material: Noncorroding metal. 7. Seat Cover: Not required. 8. Color: White .

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine roughing-in of water supply and sanitary drainage and vent piping systems to verify actual locations of piping connections before water-closet installation.

B. Examine walls and floors for suitable conditions where water closets will be installed.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION, GENERAL

A. Water-Closet Installation: 1. Install level and plumb according to roughing-in drawings. 2. Install floor-mounted water closets on bowl-to-drain connecting fitting attachments to piping

or building substrate. 3. Install accessible, wall-mounted water closets at mounting height for handicapped/elderly,

according to ICC/ANSI A117.1.

B. Install toilet seats on water closets.

C. Wall Flange and Escutcheon Installation: 1. Install wall flanges or escutcheons at piping wall penetrations in exposed, finished locations

and within cabinets and millwork. 2. Install deep-pattern escutcheons if required to conceal protruding fittings. 3. Comply with escutcheon requirements specified in Section 22 05 18 "Escutcheons for

Plumbing Piping."

D. Joint Sealing: 1. Seal joints between water closets and walls and floors using sanitary-type, one-part,

mildew-resistant silicone sealant. 2. Match sealant color to water-closet color. 3. Comply with sealant requirements specified in Section 07 92 00 "Joint Sealants."

3.3 CONNECTIONS

A. Connect water closets with water supplies and soil, waste, and vent piping. Use size fittings required to match water closets.

B. Comply with water piping requirements specified in Section 22 11 16 "Domestic Water Piping."



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C. Comply with soil and waste piping requirements specified in Section 22 13 16 "Sanitary Waste and Vent Piping."

D. Where installing piping adjacent to water closets, allow space for service and maintenance.

3.4 ADJUSTING

A. Operate and adjust water closets and controls. Replace damaged and malfunctioning water closets, fittings, and controls.

B. Adjust water pressure at flushometer valves to produce proper flow.

C. Install fresh batteries in battery-powered, electronic-sensor mechanisms.


A. Clean water closets and fittings with manufacturers' recommended cleaning methods and materials.

B. Install protective covering for installed water closets and fittings.

C. Do not allow use of water closets for temporary facilities unless approved in writing by Owner.



COMMERCIAL URINALS 22 42 13.16 - Page 1 of 3

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SECTION 22 42 13.16 - COMMERCIAL URINALS

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Wall-hung urinals. 2. Urinal flushometer valves. 3. Supports.


A. Shop Drawings: Include diagrams for power, signal, and control wiring.

PART 2 - PRODUCTS

2.1 WALL-HUNG URINALS

A. Urinals - Wall Hung, Back Outlet, Siphon Jet: Accessibleas noted in plumbing schedule. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. American Standard. b. Kohler Co. c. Mansfield Plumbing Products LLC.

2. Fixture: a. Standards: ASME A112.19.2/CSA B45.1 and ASME A112.19.5/CSA B45.15. b. Material: Vitreous china. c. Type: Siphon jet. d. Strainer or Trapway: with integral trap. e. Water Consumption: 0.125 gpf . f. Spud Size and Location: NPS 3/4; top. g. Outlet Size and Location: NPS 2; back. h. Color: White .

3. Flushometer Valve: . 4. Waste Fitting:

a. Standard: ASME A112.18.2/CSA B125.2 for coupling. b. Size: NPS 2.

5. Support: Type I urinal carrier with fixture support plates and coupling with seal and fixture bolts and hardware matching fixture. Include rectangular, steel uprights.

6. Urinal Mounting Height: Standard Child Handicapped/elderly according to ICC A117.1.

2.2 URINAL FLUSHOMETER VALVES

A. Lever-Handle, Diaphragm Flushometer Valves: . 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. American Standard. b. Sloan Valve Company.





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c. Zurn Industries, LLC. 2. Standard: ASSE 1037/ASME 112.1037/CSA B125.37. 3. Minimum Pressure Rating: 125 psig. 4. Features: Include integral check stop and backflow-prevention device. 5. Material: Brass body with corrosion-resistant components. 6. Exposed Flushometer-Valve Finish: Chrome plated. 7. Panel Finish: Chrome plated or stainless steel. 8. Style: Exposed . 9. Consumption: 0.5 gal. per flush. 10. Minimum Inlet: NPS 1. 11. Minimum Outlet: NPS 1-1/4.

2.3 SUPPORTS

A. Type I Urinal Carrier: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Jay R. Smith Mfg Co; a division of Morris Group International. b. Josam Company. c. MIFAB, Inc. d. WATTS. e. Zurn Industries, LLC.

2. Standard: ASME A112.6.1M.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine roughing-in of water supply and sanitary drainage and vent piping systems to verify actual locations of piping connections before urinal installation.

B. Examine walls and floors for suitable conditions where urinals will be installed.


3.2 INSTALLATION

A. Urinal Installation: 1. Install urinals level and plumb according to rough-in drawings. 2. Install wall-hung, back-outlet urinals onto waste fitting seals and attached to supports. 3. Install wall-hung, bottom-outlet urinals with tubular waste piping attached to supports. 4. Install accessible, wall-mounted urinals at mounting height for the handicapped/elderly,

according to ICC A117.1.

B. Support Installation: 1. Use existing carrier.

C. Flushometer-Valve Installation: 1. Install flushometer-valve water-supply fitting on each supply to each urinal. 2. Attach supply piping to supports or substrate within pipe spaces behind fixtures. 3. Install lever-handle flushometer valves for accessible urinals with handle mounted on open

side of compartment. 4. Install fresh batteries in battery-powered, electronic-sensor mechanisms.

D. Wall Flange and Escutcheon Installation:




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1. Install wall flanges or escutcheons at piping wall penetrations in exposed, finished locations.

2. Install deep-pattern escutcheons if required to conceal protruding fittings. 3. Comply with escutcheon requirements specified in Section 22 05 18 "Escutcheons for

Plumbing Piping."

E. Joint Sealing: 1. Seal joints between urinals and walls and floors using sanitary-type, one-part, mildew-

resistant silicone sealant. 2. Match sealant color to urinal color. 3. Comply with sealant requirements specified in Section 07 92 00 "Joint Sealants."

3.3 PIPING CONNECTIONS

A. Connect urinals with water supplies and soil, waste, and vent piping. Use size fittings required to match urinals.



D. Where installing piping adjacent to urinals, allow space for service and maintenance.

3.4 ADJUSTING

A. Operate and adjust urinals and controls. Replace damaged and malfunctioning urinals, fittings, and controls.

B. Adjust water pressure at flushometer valves to produce proper flow.

C. Install fresh batteries in battery-powered, electronic-sensor mechanisms.


A. Clean urinals and fittings with manufacturers' recommended cleaning methods and materials.

B. Install protective covering for installed urinals and fittings.

C. Do not allow use of urinals for temporary facilities unless approved in writing by Owner.



COMMERCIAL LAVATORIES 22 42 16.13 - Page 1 of 4

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SECTION 22 42 16.13 - COMMERCIAL LAVATORIES

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Vitreous-china, wall-mounted lavatories. 2. Manually operated lavatory faucets. 3. Supply fittings. 4. Waste fittings. 5. Lavatory supports.



and profiles, and finishes for lavatories. 2. Include rated capacities, operating characteristics, electrical characteristics, and furnished


PART 2 - PRODUCTS

2.1 VITREOUS-CHINA, WALL-MOUNTED LAVATORIES

A. Lavatory - Ledge Back, Vitreous China, Wall Mounted : 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. American Standard. b. Kohler Co. c. Sloan Valve Company.

2. Fixture: a. Standard: ASME A112.19.2/CSA B45.1. b. Type: For wall hanging. c. Faucet-Hole Location: Top. d. Color: White . e. Mounting Material: Chair carrier.

3. Support: Type II, concealed-arm lavatory carrier . . 4. Lavatory Mounting Height: Handicapped/elderly in accordance with ICC A117.1.

2.2 MANUALLY OPERATED LAVATORY FAUCETS

A. Lavatory faucets intended to convey or dispense water for human consumption are to comply with the U.S. Safe Drinking Water Act (SDWA), with requirements of the Authority Having Jurisdiction (AHJ), and with NSF 61/NSF 372, or be certified in compliance with NSF 61/NSF 372 by an American National Standards Institute (ANSI) accredited third-party certification body, that the weighted average lead content at wetted surfaces is less than or equal to 0.25 percent.

B. Lavatory Faucets - Manual Type: Single-Control Mixing , Commercial , :




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1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. American Standard. b. Delta Faucet Company. c. Kohler Co.

2. Standard: ASME A112.18.1/CSA B125.1. 3. General: Include hot- and cold-water indicators; coordinate faucet inlets with supplies and

fixture hole punchings; coordinate outlet with spout and fixture receptor. 4. Body Type: Centerset . 5. Body Material: Commercial, solid-brass, or die-cast housing with brazed copper and brass

waterway. 6. Finish: Polished chrome plate . 7. Maximum Flow Rate: 0.5 gpm . 8. Mounting Type: Deck, concealed . 9. Valve Handle(s): Single lever . 10. Spout: Rigid type. 11. Spout Outlet: Spray . 12. Operation: Noncompression, manual.

2.3 SUPPLY FITTINGS

A. NSF Standard: Comply with NSF 61 and NSF 372 for supply-fitting materials that will be in contact with potable water.

B. Standard: ASME A112.18.1/CSA B125.1.

C. Supply Piping: Chrome-plated-brass pipe or chrome-plated copper tube matching water-supply piping size. Include chrome-plated-brass or stainless steel wall flange.

D. Supply Stops: Chrome-plated-brass, one-quarter-turn, ball-type or compression valve with inlet connection matching supply piping.

E. Operation: Wheel handle .

F. Risers: 1. NPS 3/8 . 2. ASME A112.18.6/CSA B125.6, braided- or corrugated-stainless steel, flexible hose riser.

2.4 WASTE FITTINGS

A. Standard: ASME A112.18.2/CSA B125.2.

B. Drain: Grid type with NPS 1-1/4 offset and straight tailpiece.

C. Trap: 1. Size: NPS 1-1/2 by NPS 1-1/4 . 2. Material:

a. Chrome-plated, two-piece, cast-brass trap and ground-joint swivel elbow with 0.032-inch- thick brass tube to wall ; and chrome-plated, brass or steel wall flange.

b. Stainless steel, two-piece trap and swivel elbow with 0.012-inch thick stainless steel tube to wall, and stainless steel wall flange.

2.5 LAVATORY SUPPORTS

A. Lavatory Carrier:




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1. Standard: ASME A112.6.1M.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine roughing-in of water supply and sanitary drainage and vent piping systems to verify actual locations of piping connections before lavatory installation.

B. Examine counters and walls for suitable conditions where lavatories will be installed.


3.2 INSTALLATION

A. Install lavatories level and plumb in accordance with roughing-in drawings.

B. Install supports, affixed to building substrate, for wall-mounted lavatories.

C. Install accessible wall-mounted lavatories at handicapped/elderly mounting height for people with disabilities or the elderly, in accordance with ICC A117.1.

D. Install wall flanges or escutcheons at piping wall penetrations in exposed, finished locations. Use deep-pattern escutcheons if required to conceal protruding fittings. Comply with escutcheon requirements specified in Section 22 05 18 "Escutcheons for Plumbing Piping."

E. Seal joints between lavatories, counters, and walls using sanitary-type, one-part, mildew-resistant silicone sealant. Match sealant color to fixture color. Comply with sealant requirements specified in Section 07 92 00 "Joint Sealants."

F. Install protective shielding pipe covers and enclosures on exposed supplies and waste piping of accessible lavatories. Comply with requirements in Section 22 07 19 "Plumbing Piping Insulation."

3.3 PIPING CONNECTIONS

A. Connect fixtures with water supplies, stops, and risers, and with traps, soil, waste, and vent piping. Use size fittings required to match fixtures.



3.4 ADJUSTING

A. Operate and adjust lavatories and controls. Replace damaged and malfunctioning lavatories, fittings, and controls.


A. After completing installation of lavatories, inspect and repair damaged finishes.

B. Clean lavatories, faucets, and other fittings with manufacturers' recommended cleaning methods and materials.



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C. Provide protective covering for installed lavatories and fittings.

D. Do not allow use of lavatories for temporary facilities unless approved in writing by Owner.




26 05 19 - Page 1 of 6 08/17/2021


SECTION 26 05 19 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Copper building wire. 2. Metal-clad cable, Type MC. 3. Fire-alarm wire and cable. 4. Connectors and splices.

B. Related Requirements: 1. Section 26 05 23 "Control-Voltage Electrical Power Cables" for control systems

communications cables and Classes 1, 2, and 3 control cables. 2. Section 27 15 13 "Communications Copper Horizontal Cabling" for twisted pair cabling

used for data circuits.



B. Product Schedule: Indicate type, use, and location.


PART 2 - PRODUCTS

2.1 COPPER BUILDING WIRE

A. Description: Flexible, insulated and uninsulated, drawn copper current-carrying conductor with an overall insulation layer or jacket, or both, rated 600 V or less.

B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Alpha Wire Company. 2. Belden Inc. 3. General Cable Technologies Corporation. 4. Okonite Company (The). 5. Southwire Company.

C. Standards: 1. Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for

intended location and use. 2. Conductor and Cable Marking: Comply with wire and cable marking according to UL's

"Wire and Cable Marking and Application Guide."

D. Conductors: Copper, complying with ASTM B3 for bare annealed copper and with ASTM B8 for stranded conductors.

E. Conductor Insulation: 1. Type NM: Comply with UL 83 and UL 719. 2. Type RHW-2: Comply with UL 44.




26 05 19 - Page 2 of 6 08/17/2021


3. Type USE-2 : Comply with UL 854. 4. Type TC-ER: Comply with NEMA WC 70/ICEA S-95-658 and UL 1277. 5. Type THWN-2: Comply with UL 83. 6. Type UF: Comply with UL 83 and UL 493. 7. Type XHHW-2: Comply with UL 44.

F. Shield: 1. Type TC-ER: Cable designed for use with ASDs, with oversized crosslinked polyethylene

insulation, dual spirally wrapped copper tape shields and three bare symmetrically applied ground wires, and sunlight- and oil-resistant outer PVC jacket.

2.2 METAL-CLAD CABLE, TYPE MC

A. Description: A factory assembly of one or more current-carrying insulated conductors in an overall metallic sheath.

B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Alpha Wire Company. 2. General Cable Technologies Corporation. 3. Okonite Company (The). 4. Service Wire Co. 5. Southwire Company.

C. Standards: 1. Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for

intended location and use. 2. Comply with UL 1569. 3. Conductor and Cable Marking: Comply with wire and cable marking according to UL's

"Wire and Cable Marking and Application Guide."

D. Circuits: 1. Single circuit and multicircuit with color-coded conductors. 2. Power-Limited Fire-Alarm Circuits: Comply with UL 1424.

E. Conductors: Copper, complying with ASTM B3 for bare annealed copper and with ASTM B8 for stranded conductors .

F. Ground Conductor: Bare .

G. Conductor Insulation: 1. Type TFN/THHN/THWN-2: Comply with UL 83. 2. Type XHHW-2: Comply with UL 44.

H. Armor: Steel , interlocked.

I. Jacket: PVC applied over armor.

2.3 FIRE-ALARM WIRE AND CABLE

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Allied Wire & Cable Inc. 2. Genesis Cable Products; Honeywell International, Inc.





26 05 19 - Page 3 of 6 08/17/2021


3. Rockbestos-Suprenant Cable Corp. 4. Superior Essex Inc.

B. General Wire and Cable Requirements: NRTL listed and labeled as complying with NFPA 70, Article 760.

C. Signaling Line Circuits: Twisted, shielded pair, not less than No. 18 AWG .

D. Non-Power-Limited Circuits: Solid-copper conductors with 600 V rated, 75 deg C, color-coded insulation, and complying with requirements in UL 2196 for a two-hour rating. 1. Low-Voltage Circuits: No. 14 AWG, minimum, in pathway.

2.4 CONNECTORS AND SPLICES

A. Description: Factory-fabricated connectors, splices, and lugs of size, ampacity rating, material, type, and class for application and service indicated; listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and use.

B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. 3M Electrical Products. 2. Appleton - O-Z/Gedney; Emerson Electric Co., Automation Solutions. 3. ILSCO.

C. Jacketed Cable Connectors: For steel and aluminum jacketed cables, zinc die-cast with set screws, designed to connect conductors specified in this Section.

D. Lugs: One piece, seamless, designed to terminate conductors specified in this Section. 1. Material: Copper, tin plated . 2. Type: Two hole with long barrels. 3. Termination: Compression .

PART 3 - EXECUTION

3.1 CONDUCTOR MATERIAL APPLICATIONS

A. Feeders: 1. Copper; solid for No. 10 AWG and smaller; stranded for No. 8 AWG and larger.

B. Branch Circuits: 1. Copper. Solid for No. 10 AWG and smaller; stranded for No. 8 AWG and larger.

C. ASD Output Circuits Cable: Extra-flexible stranded for all sizes.

D. Power-Limited Fire Alarm and Control: Solid for No. 12 AWG and smaller.

E. PV Circuits: Copper . Solid for No. 10 AWG and smaller; stranded for No. 8 AWG and larger.

3.2 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND WIRING METHODS

A. Service Entrance: Type XHHW-2, single conductors in raceway Type USE, single conductor in raceway .




26 05 19 - Page 4 of 6 08/17/2021


B. Exposed Feeders: Type XHHW-2, single conductors in raceway .

C. Feeders Concealed in Ceilings, Walls, Partitions, and Crawlspaces: Type THHN/THWN-2, single conductors in raceway .

D. Feeders Concealed in Concrete, below Slabs-on-Grade, and Underground: Type XHHW-2, single conductors in raceway .

E. Exposed Branch Circuits, Including in Crawlspaces: Type THHN/THWN-2, single conductors in raceway .

F. Branch Circuits Concealed in Ceilings, Walls, and Partitions: Type THHN/THWN-2, single conductors in raceway .

G. Branch Circuits Concealed in Concrete, below Slabs-on-Grade, and Underground: Type XHHW-2, single conductors in raceway .

3.3 INSTALLATION, GENERAL

A. Conceal cables in finished walls, ceilings, and floors unless otherwise indicated.

B. Complete raceway installation between conductor and cable termination points according to Section 26 05 33 "Raceways and Boxes for Electrical Systems" prior to pulling conductors and cables.

C. Use manufacturer-approved pulling compound or lubricant where necessary; compound used must not deteriorate conductor or insulation. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values.

D. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips, that will not damage cables or raceway.

E. Install exposed cables parallel and perpendicular to surfaces of exposed structural members, and follow surface contours where possible.

F. Support cables according to Section 26 05 29 "Hangers and Supports for Electrical Systems."

3.4 INSTALLATION OF FIRE-ALARM WIRE AND CABLE

A. Comply with NFPA 72.

B. Wiring Method: Install wiring in metal pathway according to Section 27 05 28.29 "Hangers and Supports for Communications Systems." 1. Install plenum cable in environmental airspaces, including plenum ceilings. 2. Fire-alarm circuits and equipment control wiring associated with fire-alarm system must be

installed in a dedicated pathway system. a. Cables and pathways used for fire-alarm circuits, and equipment control wiring

associated with fire-alarm system, may not contain any other wire or cable. 3. Signaling Line Circuits: Power-limited fire-alarm cables must not be installed in the same

cable or pathway as signaling line circuits.

C. Wiring within Enclosures: Separate power-limited and non-power-limited conductors as recommended by manufacturer. Install conductors parallel with or at right angles to sides and back of the enclosure. Bundle, lace, and train conductors to terminal points with no excess.



26 05 19 - Page 5 of 6 08/17/2021


Connect conductors that are terminated, spliced, or interrupted in any enclosure associated with fire-alarm system to terminal blocks. Mark each terminal according to system's wiring diagrams. Make all connections with approved crimp-on terminal spade lugs, pressure-type terminal blocks, or plug connectors.

D. Cable Taps: Use numbered terminal strips in junction, pull, and outlet boxes; cabinets; or equipment enclosures where circuit connections are made.

E. Color-Coding: Color-code fire-alarm conductors differently from the normal building power wiring. Use one color-code for alarm circuit wiring and another for supervisory circuits. Color-code audible alarm-indicating circuits differently from alarm-initiating circuits. Use different colors for visible alarm-indicating devices. Paint fire-alarm system junction boxes and covers red.

F. Risers: Install at least two vertical cable risers to serve the fire-alarm system. Separate risers in close proximity to each other with a minimum one-hour-rated wall, so the loss of one riser does not prevent receipt or transmission of signals from other floors or zones.

G. Wiring to Remote Alarm Transmitting Device: 1 inch conduit between the fire-alarm control panel and the transmitter. Install number of conductors and electrical supervision for connecting wiring as needed to suit monitoring function.

3.5 CONNECTIONS

A. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A-486B.

B. Make splices, terminations, and taps that are compatible with conductor material and that possess equivalent or better mechanical strength and insulation ratings than unspliced conductors. 1. Use oxide inhibitor in each splice, termination, and tap for aluminum conductors.

C. Wiring at Outlets: Install conductor at each outlet, with at least 6 inch of slack.

3.6 IDENTIFICATION

A. Identify and color-code conductors and cables according to Section 26 05 53 "Identification for Electrical Systems."

B. Identify each spare conductor at each end with identity number and location of other end of conductor, and identify as spare conductor.

3.7 SLEEVE AND SLEEVE-SEAL INSTALLATION FOR ELECTRICAL PENETRATIONS

A. Install sleeves and sleeve seals at penetrations of exterior floor and wall assemblies. Comply with requirements in Section 26 05 44 "Sleeves and Sleeve Seals for Electrical Raceways and Cabling."

3.8 FIRESTOPPING

A. Apply firestopping to electrical penetrations of fire-rated floor and wall assemblies to restore original fire-resistance rating of assembly according to Section 07 84 13 "Penetration Firestopping."



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SECTION 26 05 23 - CONTROL-VOLTAGE ELECTRICAL POWER CABLES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Control cable. 2. Control-circuit conductors.



PART 2 - PRODUCTS



B. Flame Travel and Smoke Density in Plenums: As determined by testing identical products according to NFPA 262, by a qualified testing agency. Identify products for installation in plenums with appropriate markings of applicable testing agency. 1. Flame Travel Distance: 60 inch or less. 2. Peak Optical Smoke Density: 0.5 or less. 3. Average Optical Smoke Density: 0.15 or less.

2.2 CONTROL CABLE

A. Paired Cable: NFPA 70, Type CMG. 1. One pair, twisted, No. 18 AWG, stranded (19x30) tinned-copper conductors. 2. PVC insulation. 3. Unshielded. 4. PVC jacket. 5. Flame Resistance: Comply with UL 1685.

B. Plenum-Rated, Paired Cable: NFPA 70, Type CMP. 1. One pair, twisted, No. 18 AWG, stranded (19x30) tinned-copper conductors. 2. PVC insulation. 3. Unshielded. 4. PVC jacket. 5. Flame Resistance: Comply with NFPA 262.

2.3 CONTROL-CIRCUIT CONDUCTORS

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Encore Wire Corporation. 2. Service Wire Co. 3. Southwire Company.




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B. Class 1 Control Circuits: Stranded copper, Type THHN/THWN-2, complying with UL 83 in raceway .

C. Class 2 Control Circuits: Stranded copper, Type THHN/THWN-2, complying with UL 83 in raceway .

D. Class 3 Remote-Control and Signal Circuits: Stranded copper, Type THHN/THWN-2, complying with UL 83 in raceway .

2.4 FIRE-ALARM WIRE AND CABLE

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Allied Wire & Cable Inc. 2. CommScope, Inc. 3. Genesis Cable Products; Honeywell International, Inc. 4. Rockbestos-Suprenant Cable Corp. 5. Superior Essex Inc.

B. General Wire and Cable Requirements: NRTL listed and labeled as complying with NFPA 70, Article 760.

C. Signaling Line Circuits: Twisted, shielded pair, not less than No. 16 AWG.

D. Non-Power-Limited Circuits: Solid-copper conductors with 600 V rated, 75 deg C, color-coded insulation, and complying with requirements in UL 2196 for a two-hour rating. 1. Control-Voltage Circuits: No. 16 AWG, minimum, in pathway. 2. Low-Voltage Circuits: No. 14 AWG, minimum, in pathway.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Test cables on receipt at Project site. 1. Test each pair of twisted pair cable for open and short circuits.

3.2 INSTALLATION OF RACEWAYS AND BOXES

A. Comply with requirements in Section 26 05 33 "Raceways and Boxes for Electrical Systems" for raceway selection and installation requirements for boxes, conduits, and wireways as supplemented or modified in this Section. 1. Outlet boxes must be no smaller than 2 inch wide, 3 inch high, and 2-1/2 inch deep. 2. Outlet boxes for cables must be no smaller than 4 inch square by 2-1/8 inch deep with

extension ring sized to bring edge of ring to within 1/8 inch of the finished wall surface. 3. Flexible metal conduit must not be used.

B. Comply with TIA-569-D for pull-box sizing and length of conduit and number of bends between pull points.

C. Install manufactured conduit sweeps and long-radius elbows if possible.

D. Raceway Installation in Equipment Rooms:




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1. Position conduit ends adjacent to a corner on backboard if a single piece of plywood is installed, or in the corner of the room if multiple sheets of plywood are installed around perimeter walls of the room.

2. Install cable trays to route cables if conduits cannot be located in these positions. 3. Secure conduits to backboard if entering the room from overhead. 4. Extend conduits 3 inch above finished floor. 5. Install metal conduits with grounding bushings and connect with grounding conductor to

grounding system.

E. Backboards: Install backboards with 96 inch dimension vertical. Butt adjacent sheets tightly and form smooth gap-free corners and joints.

3.3 INSTALLATION OF CONDUCTORS AND CABLES

A. Comply with NECA 1.

B. General Requirements for Cabling: 1. Comply with TIA-568-C Series of standards. 2. Comply with BICSI ITSIMM, Ch. 5, "Copper Structured Cabling Systems." 3. Terminate all conductors; cable must not contain unterminated elements. Make

terminations only at indicated outlets, terminals, and cross-connect and patch panels. 4. Cables may not be spliced and must be continuous from terminal to terminal. Do not splice

cable between termination, tap, or junction points. 5. Cables serving a common system may be grouped in a common raceway. Install network

cabling and control wiring and cable in separate raceway from power wiring. Do not group conductors from different systems or different voltages.

6. Secure and support cables at intervals not exceeding 30 inch and not more than 6 inch from cabinets, boxes, fittings, outlets, racks, frames, and terminals.

7. Bundle, lace, and train conductors to terminal points without exceeding manufacturer's limitations on bending radii, but not less than radii specified in BICSI ITSIMM, Ch. 5, "Copper Structured Cabling Systems." Install lacing bars and distribution spools.

8. Do not install bruised, kinked, scored, deformed, or abraded cable. Remove and discard cable if damaged during installation and replace it with new cable.

9. Cold-Weather Installation: Bring cable to room temperature before dereeling. Do not use heat lamps for heating.

10. Pulling Cable: Comply with BICSI ITSIMM, Ch. 5, "Copper Structured Cabling Systems." Monitor cable pull tensions.

11. Support: Do not allow cables to lie on removable ceiling tiles. 12. Secure: Fasten securely in place with hardware specifically designed and installed so as

to not damage cables. 13. Provide strain relief. 14. Keep runs short. Allow extra length for connecting to terminals. Do not bend cables in a

radius less than 10 times the cable OD. Use sleeves or grommets to protect cables from vibration at points where they pass around sharp corners and through penetrations.

15. Ground wire must be copper, and grounding methods must comply with IEEE C2. Demonstrate ground resistance.

C. Balanced Twisted Pair Cable Installation: 1. Comply with TIA-568-C.2. 2. Install termination hardware as specified in Section 27 15 13 "Communications Copper

Horizontal Cabling" unless otherwise indicated. 3. Do not untwist balanced twisted pair cables more than 1/2 inch at the point of termination

to maintain cable geometry.

D. Installation of Control-Circuit Conductors:



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1. Install wiring in raceways. 2. Use insulated spade lugs for wire and cable connection to screw terminals. 3. Comply with requirements specified in Section 26 05 33 "Raceways and Boxes for

Electrical Systems."

E. Open-Cable Installation: 1. Install cabling with horizontal and vertical cable guides in telecommunications spaces with

terminating hardware and interconnection equipment. 2. Suspend copper cable not in a wireway or pathway a minimum of 8 inch above ceilings by

cable supports not more than 30 inch apart. 3. Cable must not be run through or on structural members or in contact with pipes, ducts, or

other potentially damaging items. Do not run cables between structural members and corrugated panels.

F. Installation of Cable Routed Exposed under Raised Floors: 1. Install plenum-rated cable only. 2. Install cabling after the flooring system has been installed in raised floor areas. 3. Below each feed point, neatly coil a minimum of 72 inch of cable in a coil not less than

12 inch in diameter.

G. Separation from EMI Sources: 1. Comply with BICSI TDMM and TIA-569-D recommendations for separating unshielded

copper voice and data communications cable from potential EMI sources including electrical power lines and equipment.

2. Separation between open communications cables or cables in nonmetallic raceways and unshielded power conductors and electrical equipment must be as follows: a. Electrical Equipment or Circuit Rating Less Than 2 kVA: A minimum of 5 inch. b. Electrical Equipment or Circuit Rating between 2 and 5 kVA: A minimum of 12 inch. c. Electrical Equipment or Circuit Rating More Than 5 kVA: A minimum of 24 inch.

3. Separation between communications cables in grounded metallic raceways and unshielded power lines or electrical equipment must be as follows: a. Electrical Equipment or Circuit Rating Less Than 2 kVA: A minimum of 2-1/2 inch. b. Electrical Equipment or Circuit Rating between 2 and 5 kVA: A minimum of 6 inch. c. Electrical Equipment or Circuit Rating More Than 5 kVA: A minimum of 12 inch.

4. Separation between communications cables in grounded metallic raceways and power lines and electrical equipment located in grounded metallic conduits or enclosures must be as follows: a. Electrical Equipment or Circuit Rating Less Than 2 kVA: No requirement. b. Electrical Equipment or Circuit Rating between 2 and 5 kVA: A minimum of 3 inch. c. Electrical Equipment or Circuit Rating More Than 5 kVA: A minimum of 6 inch.

5. Separation between Communications Cables and Electrical Motors and Transformers, 5 kVA or 5 HP and Larger: A minimum of 48 inch.

6. Separation between Communications Cables and Fluorescent Fixtures: A minimum of 5 inch.

3.4 REMOVAL OF CONDUCTORS AND CABLES

A. Remove abandoned conductors and cables. Abandoned conductors and cables are those installed that are not terminated at equipment and are not identified with a tag for future use.

3.5 CONTROL-CIRCUIT CONDUCTORS

A. Minimum Conductor Sizes: 1. Class 1 remote-control and signal circuits; No 14 AWG . 2. Class 2 low-energy, remote-control, and signal circuits; No. 16 AWG .



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3. Class 3 low-energy, remote-control, alarm, and signal circuits; No. 16 AWG. .

3.6 FIRESTOPPING

A. Comply with requirements in Section 07 84 13 "Penetration Firestopping."

B. Comply with TIA-569-D, Annex A, "Firestopping."

C. Comply with BICSI TDMM, "Firestopping" Chapter.

3.7 GROUNDING

A. For data communication wiring, comply with TIA-607-B and with BICSI TDMM, "Bonding and Grounding (Earthing)" Chapter.

B. For control-voltage wiring and cabling, comply with requirements in Section 26 05 26 "Grounding and Bonding for Electrical Systems."

3.8 IDENTIFICATION

A. Comply with requirements for identification specified in Section 26 05 53 "Identification for Electrical Systems."

B. Identify data and communications system components, wiring, and cabling according to TIA-606-B; label printers must use label stocks, laminating adhesives, and inks complying with UL 969.

C. Identify each wire on each end and at each terminal with a number-coded identification tag. Each wire must have a unique tag.




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SECTION 26 05 26 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes grounding and bonding systems and equipment.


A. Product Data: For each type of product indicated.




PART 2 - PRODUCTS

2.1 SYSTEM DESCRIPTION


B. Comply with UL 467 for grounding and bonding materials and equipment.

2.2 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Appleton - O-Z/Gedney; Emerson Electric Co., Automation Solutions. 2. Burndy; Hubbell Incorporated, Construction and Energy. 3. ILSCO.

2.3 CONDUCTORS

A. Insulated Conductors: Copper wire or cable insulated for 600 V unless otherwise required by applicable Code or authorities having jurisdiction.

B. Bare Copper Conductors: 1. Solid Conductors: ASTM B 3. 2. Stranded Conductors: ASTM B 8.

C. Grounding Bus: Predrilled rectangular bars of annealed copper, 1/4 by 4 inches in cross section, with 9/32-inch holes spaced 1-1/8 inches apart. Stand-off insulators for mounting shall comply with UL 891 for use in switchboards, 600 V and shall be Lexan or PVC, impulse tested at 5000 V.




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2.4 CONNECTORS

A. Listed and labeled by an NRTL acceptable to authorities having jurisdiction for applications in which used and for specific types, sizes, and combinations of conductors and other items connected.

B. Welded Connectors: Exothermic-welding kits of types recommended by kit manufacturer for materials being joined and installation conditions.

C. Bus-Bar Connectors: Compression type, copper or copper alloy, with two wire terminals.

D. Beam Clamps: Mechanical type, terminal, ground wire access from four directions, with dual, tin-plated or silicon bronze bolts.

E. Cable-to-Cable Connectors: Compression type, copper or copper alloy.

F. Cable Tray Ground Clamp: Mechanical type, zinc-plated malleable iron.

G. Conduit Hubs: Mechanical type, terminal with threaded hub.

H. Ground Rod Clamps: Mechanical type, copper or copper alloy, terminal with hex head bolt .

I. Ground Rod Clamps: Mechanical type, copper or copper alloy, terminal with hex head bolt.

J. Lay-in Lug Connector: Mechanical type, copper rated for direct burial terminal with set screw.

K. Service Post Connectors: Mechanical type, bronze alloy terminal, in short- and long-stud lengths, capable of single and double conductor connections.

L. Signal Reference Grid Clamp: Mechanical type, stamped-steel terminal with hex head screw.

M. Straps: Solid copper, cast-bronze clamp . Rated for 600 A.

N. Tower Ground Clamps: Mechanical type, copper or copper alloy, terminal two-piece clamp.

O. U-Bolt Clamps: Mechanical type, copper or copper alloy, terminal listed for direct burial.

P. Water Pipe Clamps: 1. Mechanical type, two pieces with stainless-steel bolts.

a. Material: Tin-plated aluminum . b. Listed for direct burial.

2. U-bolt type with malleable-iron clamp and copper ground connector rated for direct burial.

PART 3 - EXECUTION

3.1 APPLICATIONS

A. Conductors: Install solid conductor for No. 8 AWG and smaller, and stranded conductors for No. 6 AWG and larger unless otherwise indicated.

B. Underground Grounding Conductors: Install bare copper conductor, No. 2/0 AWG minimum. 1. Bury at least 30 inches below grade. 2. Duct-Bank Grounding Conductor: Bury 12 inches above duct bank when indicated as part

of duct-bank installation.



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C. Grounding Conductors: Green-colored insulation with continuous yellow stripe.

D. Isolated Grounding Conductors: Green-colored insulation with more than one continuous yellow stripe. On feeders with isolated ground, identify grounding conductor where visible to normal inspection, with alternating bands of green and yellow tape, with at least three bands of green and two bands of yellow.

E. Grounding Bus: Install in electrical equipment rooms, in rooms housing service equipment, and elsewhere as indicated. 1. Install bus horizontally, on insulated spacers 2 inches minimum from wall, 6 inches above

finished floor unless otherwise indicated. 2. Where indicated on both sides of doorways, route bus up to top of door frame, across top

of doorway, and down; connect to horizontal bus.

F. Conductor Terminations and Connections: 1. Pipe and Equipment Grounding Conductor Terminations: Bolted connectors. 2. Underground Connections: Welded connectors except at test wells and as otherwise

indicated. 3. Connections to Ground Rods at Test Wells: Bolted connectors. 4. Connections to Structural Steel: Welded connectors.

3.2 GROUNDING AT THE SERVICE

A. Equipment grounding conductors and grounding electrode conductors shall be connected to the ground bus. Install a main bonding jumper between the neutral and ground buses.

3.3 GROUNDING SEPARATELY DERIVED SYSTEMS

A. Generator: Install grounding electrode(s) at the generator location. The electrode shall be connected to the equipment grounding conductor and to the frame of the generator.

3.4 GROUNDING UNDERGROUND DISTRIBUTION SYSTEM COMPONENTS

A. Comply with IEEE C2 grounding requirements.

3.5 EQUIPMENT GROUNDING

A. Isolated Grounding Receptacle Circuits: Install an insulated equipment grounding conductor connected to the receptacle grounding terminal. Isolate conductor from raceway and from panelboard grounding terminals. Terminate at equipment grounding conductor terminal of the applicable derived system or service unless otherwise indicated.

B. Isolated Equipment Enclosure Circuits: For designated equipment supplied by a branch circuit or feeder, isolate equipment enclosure from supply circuit raceway with a nonmetallic raceway fitting listed for the purpose. Install fitting where raceway enters enclosure, and install a separate insulated equipment grounding conductor. Isolate conductor from raceway and from panelboard grounding terminals. Terminate at equipment grounding conductor terminal of the applicable derived system or service unless otherwise indicated.

C. Poles Supporting Outdoor Lighting Fixtures: Install grounding electrode and a separate insulated equipment grounding conductor per detail on plan sheet in addition to grounding conductor installed with branch-circuit conductors.



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3.6 INSTALLATION

A. Grounding Conductors: Route along shortest and straightest paths possible unless otherwise indicated or required by Code. Avoid obstructing access or placing conductors where they may be subjected to strain, impact, or damage.

B. Ground Bonding Common with Lightning Protection System: Comply with NFPA 780 and UL 96 when interconnecting with lightning protection system. Bond electrical power system ground directly to lightning protection system grounding conductor at closest point to electrical service grounding electrode. Use bonding conductor sized same as system grounding electrode conductor, and install in conduit.

C. Grounding and Bonding for Piping: 1. Metal Water Service Pipe: Install insulated copper grounding conductors, in conduit, from

building's main service equipment, or grounding bus, to main metal water service entrances to building. Connect grounding conductors to main metal water service pipes; use a bolted clamp connector or bolt a lug-type connector to a pipe flange by using one of the lug bolts of the flange. Where a dielectric main water fitting is installed, connect grounding conductor on street side of fitting. Bond metal grounding conductor conduit or sleeve to conductor at each end.

2. Water Meter Piping: Use braided-type bonding jumpers to electrically bypass water meters. Connect to pipe with a bolted connector.

D. Bonding Interior Metal Ducts: Bond metal air ducts to equipment grounding conductors of associated fans, blowers, electric heaters, and air cleaners. Install tinned bonding jumper to bond across flexible duct connections to achieve continuity.

E. Grounding for Steel Building Structure: Install a driven ground rod at base of each corner column and at intermediate exterior columns at distances not more than 60 feet apart.

F. Concrete-Encased Grounding Electrode (Ufer Ground): Fabricate according to NFPA 70; use a minimum of 20 feet of bare copper conductor not smaller than No. 4 AWG. 1. If concrete foundation is less than 20 feet long, coil excess conductor within base of

foundation. 2. Bond grounding conductor to reinforcing steel in at least two locations and to anchor bolts.

Extend grounding conductor below grade and connect to building's grounding grid or to grounding electrode external to concrete.

G. Concrete-Encased Grounding Electrode (Ufer Ground): Fabricate according to NFPA 70; using electrically conductive coated steel reinforcing bars or rods, at least 20 feet long. If reinforcing is in multiple pieces, connect together by the usual steel tie wires or exothermic welding to create the required length.

H. Connections: Make connections so possibility of galvanic action or electrolysis is minimized. Select connectors, connection hardware, conductors, and connection methods so metals in direct contact are galvanically compatible. 1. Use electroplated or hot-tin-coated materials to ensure high conductivity and to make

contact points closer in order of galvanic series. 2. Make connections with clean, bare metal at points of contact. 3. Make aluminum-to-steel connections with stainless-steel separators and mechanical

clamps. 4. Make aluminum-to-galvanized-steel connections with tin-plated copper jumpers and

mechanical clamps. 5. Coat and seal connections having dissimilar metals with inert material to prevent future

penetration of moisture to contact surfaces.



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26 05 29 - Page 1 of 4 08/17/2021


SECTION 26 05 29 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Steel slotted support systems. 2. Conduit and cable support devices. 3. Support for conductors in vertical conduit. 4. Mounting, anchoring, and attachment components, including powder-actuated fasteners,

mechanical expansion anchors, concrete inserts, clamps, through bolts, toggle bolts, and hanger rods.



and profiles, and finishes for the following: a. Slotted support systems, hardware, and accessories. b. Clamps. c. Hangers. d. Sockets. e. Eye nuts. f. Fasteners. g. Anchors. h. Saddles. i. Brackets.

2. Include rated capacities and furnished specialties and accessories.


A. Welding certificates.


A. Welding Qualifications: Qualify procedures and personnel according to AWS D1.1/D1.1M .

PART 2 - PRODUCTS

2.1 SUPPORT, ANCHORAGE, AND ATTACHMENT COMPONENTS

A. Steel Slotted Support Systems: Preformed steel channels and angles with minimum 13/32-inch- diameter holes at a maximum of 8 inches o.c. in at least one surface. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Atkore International (Allied Tube & Conduit). b. Atkore International (Unistrut).




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c. Eaton (B-line). 2. Standard: Comply with MFMA-4 factory-fabricated components for field assembly. 3. Material for Channel, Fittings, and Accessories: Galvanized steel Plain steel . 4. Channel Width: 1-5/8 inches . 5. Metallic Coatings: Hot-dip galvanized after fabrication and applied according to MFMA-4. 6. Painted Coatings: Manufacturer's standard painted coating applied according to MFMA-4. 7. Protect finishes on exposed surfaces from damage by applying a strippable, temporary

protective covering before shipping.

B. Conduit and Cable Support Devices: Steel and malleable-iron hangers, clamps, and associated fittings, designed for types and sizes of raceway or cable to be supported. 1. In correctional facilities all clamps to be two-hole with tamper resistant fasteners

C. Support for Conductors in Vertical Conduit: Factory-fabricated assembly consisting of threaded body and insulating wedging plug or plugs for nonarmored electrical conductors or cables in riser conduits. Plugs shall have number, size, and shape of conductor gripping pieces as required to suit individual conductors or cables supported. Body shall be made of malleable iron.

D. Mounting, Anchoring, and Attachment Components: Items for fastening electrical items or their supports to building surfaces include the following: 1. Powder-Actuated Fasteners: Threaded-steel stud, for use in hardened portland cement

concrete, steel, or wood, with tension, shear, and pullout capacities appropriate for supported loads and building materials where used. a. Manufacturers: Subject to compliance with requirements, provide products by one

of the following: 1) Hilti, Inc. 2) ITW Ramset/Red Head; Illinois Tool Works, Inc.

2. Mechanical-Expansion Anchors: Insert-wedge-type, zinc-coated steel, for use in hardened portland cement concrete, with tension, shear, and pullout capacities appropriate for supported loads and building materials where used. a. Manufacturers: Subject to compliance with requirements, provide products by one

of the following: 1) Eaton (B-line). 2) Hilti, Inc. 3) ITW Ramset/Red Head; Illinois Tool Works, Inc.

3. Clamps for Attachment to Steel Structural Elements: MSS SP-58 units are suitable for attached structural element.

4. Through Bolts: Structural type, hex head, and high strength. Comply with ASTM F 3125/F 3125M, Grade A325 .

5. Toggle Bolts: All Stainless-steel springhead type. 6. Hanger Rods: Threaded steel.

PART 3 - EXECUTION

3.1 APPLICATION

A. Comply with the following standards for application and installation requirements of hangers and supports, except where requirements on Drawings or in this Section are stricter: 1. NECA 1. 2. NECA 101 3. NECA 105.

B. Comply with requirements in Section 07 84 13 "Penetration Firestopping" for firestopping materials and installation for penetrations through fire-rated walls, ceilings, and assemblies.





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C. Comply with requirements for raceways and boxes specified in Section 26 05 33 "Raceways and Boxes for Electrical Systems."

D. Maximum Support Spacing and Minimum Hanger Rod Size for Raceways: Space supports for EMT, IMC, and RMC as required by NFPA 70. Minimum rod size shall be 1/4 inch in diameter.

E. Multiple Raceways or Cables: Install trapeze-type supports fabricated with steel slotted support system, sized so capacity can be increased by at least 25 percent in future without exceeding specified design load limits. 1. Secure raceways and cables to these supports with single-bolt conduit clamps using spring

friction action for retention in support channel.

F. Spring-steel clamps designed for supporting single conduits without bolts may be used for 1-1/2-inch and smaller raceways serving branch circuits and communication systems above suspended ceilings, and for fastening raceways to trapeze supports.

3.2 SUPPORT INSTALLATION

A. Comply with NECA 1 and NECA 101 for installation requirements except as specified in this article.

B. Raceway Support Methods: In addition to methods described in NECA 1, EMT and RMC may be supported by openings through structure members, according to NFPA 70.

C. Strength of Support Assemblies: Where not indicated, select sizes of components so strength will be adequate to carry present and future static loads within specified loading limits. Minimum static design load used for strength determination shall be weight of supported components plus 200 lb .

D. Mounting and Anchorage of Surface-Mounted Equipment and Components: Anchor and fasten electrical items and their supports to building structural elements by the following methods unless otherwise indicated by code: 1. To Wood: Fasten with lag screws or through bolts. 2. To New Concrete: Bolt to concrete inserts or expansion anchor fasteners. 3. To Masonry: Approved toggle-type bolts on hollow masonry units and expansion anchor

fasteners on solid masonry units. 4. To Existing Concrete: Expansion anchor fasteners. 5. Instead of expansion anchors, powder-actuated driven threaded studs provided with lock

washers and nuts may be used in existing standard-weight concrete 4 inches thick or greater. Do not use for anchorage to lightweight-aggregate concrete or for slabs less than 4 inches thick.

6. To Steel: Welded threaded studs complying with AWS D1.1/D1.1M, with lock washers and nuts Beam clamps (MSS SP-58, Type 19, 21, 23, 25, or 27), complying with MSS SP-69 Spring-tension clamps.

7. To Light Steel: Sheet metal screws. 8. Items Mounted on Hollow Walls and Nonstructural Building Surfaces: Mount cabinets,

panelboards, disconnect switches, control enclosures, pull and junction boxes, transformers, and other devices on slotted-channel racks attached to substrate.

E. Drill holes for expansion anchors in concrete at locations and to depths that avoid the need for reinforcing bars.



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3.3 INSTALLATION OF FABRICATED METAL SUPPORTS

A. Comply with installation requirements in Section 05 50 00 "Metal Fabrications" for site-fabricated metal supports.

B. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and elevation to support and anchor electrical materials and equipment.

C. Field Welding: Comply with AWS D1.1/D1.1M.

3.4 PAINTING

A. Touchup: Comply with requirements in Section 09 91 23 "Interior Painting" for cleaning and touchup painting of field welds, bolted connections, and abraded areas of shop paint on miscellaneous metal.




26 05 33 - Page 1 of 14 08/17/2021


SECTION 26 05 33 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Type EMT-A and Type EMT-SS raceways and elbows. 2. Type EMT-S raceways and elbows. 3. Type ENT raceways and fittings. 4. Type EPEC raceways and fittings. 5. Type ERMC-A and Type ERMC-SS raceways, elbows, couplings, and nipples. 6. Type ERMC-S raceways, elbows, couplings, and nipples. 7. Type IMC raceways. 8. Type LFMC raceways. 9. Type PVC raceways and fittings. 10. Fittings for conduit, tubing, and cable. 11. Surface metal raceways and fittings. 12. Metallic outlet boxes, device boxes, rings, and covers. 13. Cabinets, cutout boxes, junction boxes, pull boxes, and miscellaneous enclosures.

B. Related Requirements: 1. Section 26 00 10 "Supplemental Requirements for Electrical" for additional abbreviations,

definitions, submittals, qualifications, testing agencies, and other Project requirements applicable to Work specified in this Section.

2. Section 26 05 19 "Low-Voltage for Electrical Power Conductors and Cables" for nonmetallic underground conduit with conductors (Type NUCC).

3. Section 27 05 28 "Pathways for Communications Systems" for conduits, wireways, surface pathways, innerduct, boxes, faceplate adapters, enclosures, cabinets, and handholes serving communications systems.


A. Product Data: For the following: 1. Raceways and fittings 2. Wireways and auxiliary gutters. 3. Surface raceways. 4. Floor boxes. 5. Cabinets, cutout boxes, and miscellaneous enclosures.


PART 2 - PRODUCTS

2.1 TYPE EMT-S RACEWAYS AND ELBOWS

A. Steel Electrical Metal Tubing (EMT-S) and Elbows: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Atkore International (Allied Tube & Conduit). b. Atkore International (Calconduit). c. Emerson Electric Co. d. Nucor Corporation (Nucor Tubular Products - Republic).




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e. Topaz Lighting & Electric. f. Zekelman Industries (Wheatland Tube).

2. Applicable Standards: a. Regulatory Requirements: Listed and labeled in accordance with NFPA 70 and

marked for intended location and use. b. General Characteristics:

1) Reference Standards: UL 797 and UL Category Control Number FJMX. 2) Material: Steel. 3) Exterior Coating: Zinc . 4) Interior Coating: Zinc with organic top coating .

c. Options: 1) Minimum Trade Size: 3/4 inch. 2) Colors: As indicated on Drawings.

2.2 TYPE EPEC RACEWAYS AND FITTINGS

A. Schedule 80 Electrical HDPE Underground Conduit (EPEC-80): 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Blue Diamond Industries. b. J-M Manufacturing Co., Inc. (JM Eagle). c. Southwire Company.



1) Reference Standards: UL 651A and UL Category Control Number EAZX. 2) Dimensional Specifications: Schedule 80.

c. Options: 1) Minimum Trade Size: 3/4 inch.

2.3 TYPE ERMC-A AND TYPE ERMC-SS RACEWAYS, ELBOWS, COUPLINGS, AND NIPPLES

2.4 TYPE ERMC-S RACEWAYS, ELBOWS, COUPLINGS, AND NIPPLES

A. Galvanized-Steel Electrical Rigid Metal Conduit (ERMC-S-G), Elbows, Couplings, and Nipples: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Atkore International (Allied Tube & Conduit). b. Atkore International (Calconduit). c. Eaton (Crouse-Hinds). d. Killark; Hubbell Incorporated, Construction and Energy. e. Nucor Corporation (Nucor Tubular Products - Republic). f. Zekelman Industries (Wheatland Tube).



1) Reference Standards: UL 6 and UL Category Control Number DYIX. 2) Exterior Coating: Zinc. 3) Interior Coating: Zinc with organic top coating .

c. Options: 1) Minimum Trade Size: 3/4 inch. 2) Colors: As indicated on Drawings.





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B. PVC-Coated-Steel Electrical Rigid Metal Conduit (ERMC-S-PVC), Elbows, Couplings, and Nipples: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Atkore International (Calbond). b. Bluesteel Services LLC. c. Robroy Industries (Perma-Cote).



1) Reference Standards: UL 6 and UL Category Control Number DYIX. 2) Exterior Coating: PVC complying with NEMA RN 1 and marked ETL Verified

PVC-001. 3) Interior Coating: Zinc with organic top coating . 4) Fittings for PVC-Coated Conduit:

a) Minimum coating thickness of 0.040 inch, with overlapping sleeves protecting threaded joints.

b) Conduit bodies must be Form 8 with an effective seal and a positive placement feature to ease and assure proper installation. Certified results confirming seal performance at 15 psig (positive) and 25 in. of mercury (vacuum) for 72 hours must be available. Conduit bodies must be supplied with plastic-encapsulated stainless steel cover screws.

c) Form 2 inch long or one pipe diameter long, whichever is less, PVC sleeve at openings of female fittings, except unions. Inside sleeve diameter must be matched to outside diameter of metal conduit.

d) PVC coating on the outside of conduit couplings must be protected from tool damage during installation.

e) Female threads on fittings and couplings must be protected by urethane coating.

f) Fittings must be from same manufacturer as conduit. g) Beam clamps and U bolts must be formed and sized to fit outside

diameter of coated conduit. Plastic-encapsulated nuts must cover the exposed portions of threads.

c. Options: 1) Minimum Trade Size: 3/4 inch. 2) Colors: As indicated on Drawings. 3) Conduit Fittings for Hazardous (Classified) Locations: UL 1203. 4) Expansion and Deflection Fittings: UL 651 with flexible external bonding

jumper.

2.5 TYPE LFMC RACEWAYS

A. Steel Liquidtight Flexible Metal Conduit (LFMC-S): 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. ABB (Electrification Products Division). b. Anamet Electrical, Inc (Anaconda Sealtite). c. Electri-Flex Company.



1) Reference Standard: UL 360 and UL Category Control Number DXHR. 2) Material: Steel.





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c. Options: 1) Minimum Trade Size: 1/2 inch . 2) Colors: As indicated on Drawings.

2.6 TYPE PVC RACEWAYS AND FITTINGS

A. Schedule 40 Rigid PVC Conduit (PVC-40) and Fittings: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Atkore International (Calconduit). b. J-M Manufacturing Co., Inc. (JM Eagle). c. Topaz Lighting & Electric.



1) Reference Standards: UL 651 and UL Category Control Number DZYR. 2) Dimensional Specifications: Schedule 40.

c. Options: 1) Minimum Trade Size: 3/4 inch. 2) Markings: For use with maximum 90 deg C wire.and

B. Schedule 80 Rigid PVC Conduit (PVC-80) and Fittings: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Atkore International (Calconduit). b. J-M Manufacturing Co., Inc. (JM Eagle). c. Opti-Com Manufacturing Network, Inc (OMNI). d. Topaz Lighting & Electric.



1) Reference Standards: UL 651 and UL Category Control Number DZYR. 2) Dimensional Specifications: Schedule 80.

c. Options: 1) Minimum Trade Size: 3/4 inch. 2) Markings: For use with maximum 90 deg C wire.andFor directional boring

applications.

2.7 FITTINGS FOR CONDUIT, TUBING, AND CABLE

A. Fittings for Type ERMC, Type IMC, Type PVC, Type EPEC, and Type RTRC Raceways: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Appleton - EGS; Emerson Electric Co., Automation Solutions. b. Appleton - O-Z/Gedney; Emerson Electric Co., Automation Solutions. c. Atkore International (Konkore Fittings). d. Eaton (Crouse-Hinds).



1) Reference Standards: UL 514B and UL Category Control Number DWTT. 2) Material: Iron Alloy.






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3) Coupling Method: Compression coupling Raintight compression coupling with distinctive color gland nut Setscrew coupling. Setscrew couplings with only single screw per conduit are unacceptable.

c. Options: 1) Conduit Fittings for Hazardous (Classified) Locations: UL 1203. 2) Expansion and Deflection Fittings: UL 651 with flexible external bonding

jumper.

B. Fittings for Type EMT Raceways: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Appleton - EGS; Emerson Electric Co., Automation Solutions. b. Appleton - O-Z/Gedney; Emerson Electric Co., Automation Solutions. c. Atkore International (Allied Tube & Conduit). d. Atkore International (Calconduit). e. Eaton (Crouse-Hinds). f. Southwire Company.



1) Reference Standards: UL 514B and UL Category Control Number FKAV. 2) Material: Steel . 3) Coupling Method: Compression coupling Raintight compression coupling with

distinctive color gland nut Setscrew coupling. Setscrew couplings with only single screw per conduit are unacceptable.

c. Options: 1) Conduit Fittings for Hazardous (Classified) Locations: UL 1203. 2) Expansion and Deflection Fittings: UL 651 with flexible external bonding

jumper.

C. Fittings for Type LFMC and Type LFNC Raceways: 1. Manufacturers: Subject to compliance with requirements, provide products by the

following: a. Liquid Tight Connector Co.



1) Reference Standards: UL 514B and UL Category Control Number DXAS.

2.8 SURFACE METAL RACEWAYS AND FITTINGS

A. Surface Metal Raceways and Fittings with Metal Covers: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. MonoSystems, Inc. b. Wiremold; Legrand North America, LLC. c. Wiring Device-Kellems; Hubbell Incorporated, Commercial and Industrial.



1) Reference Standards: UL 5 and UL Category Control Number RJBT. c. Options:






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1) Galvanized steel base with snap-on covers. 2) Manufacturer's standard enamel finish in color selected by Architect . 3) Wiring Channels: Dual . Multiple channels must be capable of housing a

standard 20 to 30 A NEMA device flush within the raceway.

2.9 METALLIC OUTLET BOXES, DEVICE BOXES, RINGS, AND COVERS

A. Metallic Outlet Boxes: 1. Description: Box having pryout openings, knockouts, threaded entries, or hubs in either the

sides of the back, or both, for entrance of conduit, conduit or cable fittings, or cables, with provisions for mounting outlet box cover, but without provisions for mounting wiring device directly to box.

2. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Appleton - EGS; Emerson Electric Co., Automation Solutions. b. Appleton - O-Z/Gedney; Emerson Electric Co., Automation Solutions. c. Eaton (Crouse-Hinds). d. Hubbell Premise Wiring; Hubbell Incorporated, Commercial and Industrial. e. Killark; Hubbell Incorporated, Construction and Energy. f. Pass & Seymour; Legrand North America, LLC. g. Wiremold; Legrand North America, LLC. h. Wiring Device-Kellems; Hubbell Incorporated, Commercial and Industrial.



1) Reference Standards: UL 514A and UL Category Control Number QCIT. c. Options:

1) Material: Sheet steel . 2) Sheet Metal Depth: Minimum 2 inch . 3) . 4) Luminaire Outlet Boxes and Covers: Nonadjustable, listed and labeled for

attachment of luminaire weighing up to 50 lb . 5) Paddle Fan Outlet Boxes and Covers: Nonadjustable, designed for

attachment of paddle fan weighing up to 70 lb.

B. Metallic Conduit Bodies: 1. Description: Means for providing access to interior of conduit or tubing system through one

or more removable covers at junction or terminal point. In the United States, conduit bodies are listed in accordance with outlet box requirements.

2. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Appleton - EGS; Emerson Electric Co., Automation Solutions. b. Appleton - O-Z/Gedney; Emerson Electric Co., Automation Solutions. c. Eaton (Crouse-Hinds). d. Killark; Hubbell Incorporated, Construction and Energy. e. Pass & Seymour; Legrand North America, LLC.



1) Reference Standards: UL 514A and UL Category Control Number QCIT.

C. Metallic Device Boxes: 1. Description: Box with provisions for mounting wiring device directly to box.





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2. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Appleton - EGS; Emerson Electric Co., Automation Solutions. b. Appleton - O-Z/Gedney; Emerson Electric Co., Automation Solutions. c. Eaton (Crouse-Hinds). d. Hubbell Premise Wiring; Hubbell Incorporated, Commercial and Industrial. e. Wiring Device-Kellems; Hubbell Incorporated, Commercial and Industrial.



1) Reference Standards: UL 514A and UL Category Control Number QCIT. c. Options:

1) Material: Sheet steel . 2) Sheet Metal Depth: minimum 2 inch . 3) . 4) Luminaire Outlet Boxes and Covers: Nonadjustable, listed and labeled for

attachment of luminaire weighing up to 50 lb . 5) Paddle Fan Outlet Boxes and Covers: Nonadjustable, designed for

attachment of paddle fan weighing up to 70 lb.

D. Metallic Extension Rings: 1. Description: Ring intended to extend sides of outlet box or device box to increase box

depth, volume, or both. 2. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Appleton - O-Z/Gedney; Emerson Electric Co., Automation Solutions. b. Eaton (B-line). c. Eaton (Crouse-Hinds). d. Pass & Seymour; Legrand North America, LLC. e. Wiring Device-Kellems; Hubbell Incorporated, Commercial and Industrial.



1) Reference Standards: UL 514A and UL Category Control Number QCIT.

2.10 CABINETS, CUTOUT BOXES, JUNCTION BOXES, PULL BOXES, AND MISCELLANEOUS ENCLOSURES

A. Indoor Sheet Metal Cabinets: 1. Description: Enclosure provided with frame, mat, or trim in which swinging door or doors

are or can be hung. 2. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Eaton (Crouse-Hinds). b. Killark; Hubbell Incorporated, Construction and Energy. c. Milbank Manufacturing Co. d. nVent (Hoffman).



1) Reference Standards: UL Category Control Number CYIV. a) Non-Environmental Characteristics: UL 50.






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b) Environmental Characteristics: UL 50E. c. Options:

1) Degree of Protection: Type 1 .

B. Indoor Sheet Metal Junction and Pull Boxes: 1. Description: Box with a blank cover that serves the purpose of joining different runs of

raceway or cable. 2. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Appleton - O-Z/Gedney; Emerson Electric Co., Automation Solutions. b. Eaton (B-line). c. Milbank Manufacturing Co. d. nVent (Hoffman). e. Wiring Device-Kellems; Hubbell Incorporated, Commercial and Industrial.



1) Reference Standards: UL Category Control Number BGUZ. a) Non-Environmental Characteristics: UL 50. b) Environmental Characteristics: UL 50E.

c. Options: 1) Degree of Protection: Type 1 .

C. Outdoor Cast-Metal Junction and Pull Boxes: 1. Description: Box with a blank cover that serves the purpose of joining different runs of


following: a. Appleton - EGS; Emerson Electric Co., Automation Solutions. b. Appleton - O-Z/Gedney; Emerson Electric Co., Automation Solutions. c. Eaton (Crouse-Hinds).




c. Options: 1) Degree of Protection: Type 3R .

D. Outdoor Polymeric Junction and Pull Boxes: 1. Description: Box with a blank cover that serves the purpose of joining different runs of


following: a. Atkore International (Allied Tube & Conduit). b. J-M Manufacturing Co., Inc. (JM Eagle). c. Topaz Lighting & Electric. d. Wiring Device-Kellems; Hubbell Incorporated, Commercial and Industrial.








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c. Options: 1) Degree of Protection: Type 4X .

PART 3 - EXECUTION

3.1 SELECTION OF RACEWAYS

A. Unless more stringent requirements are specified in Contract Documents or manufacturers' written instructions, comply with NFPA 70 for selection of raceways. Consult Architect for resolution of conflicting requirements.

B. Outdoors: 1. Exposed Conduit: ERMC PVC-80 . 2. Concealed Conduit, Aboveground: ERMC EMT PVC-80 PVC-40 . 3. Direct-Buried Conduit: PVC-80 PVC-40 . 4. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic,

Electric Solenoid, or Motor-Driven Equipment): LFMC .

C. Indoors: 1. Hazardous Classified Locations: ERMC . 2. Exposed and Subject to Physical Damage: ERMC . Raceway locations include the

following: a. Loading docks. b. Manufacturing areas . c. Power plants and similar spaces

3. Exposed, Not Subject to Physical Damage: ERMC EMT,PVC-80 . 4. Concealed in Ceilings and Interior Walls and Partitions: ERMC EMT . 5. Damp or Wet Locations: ERMC . 6. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic,

Electric Solenoid, or Motor-Driven Equipment): LFMC .

D. Stub-ups to Above Recessed Ceilings: Provide EMT, IMC, or ERMC for raceways.

E. Raceway Fittings: Select fittings in accordance with NEMA FB 2.10 guidelines. 1. ERMC and IMC: Provide threaded type fittings unless otherwise indicated.

3.2 SELECTION OF BOXES AND ENCLOSURES

A. Unless more stringent requirements are specified in Contract Documents or manufacturers' written instructions, comply with NFPA 70 for selection of boxes and enclosures. Consult Architect for resolution of conflicting requirements.

B. Degree of Protection: 1. Outdoors:

a. Type 3R unless otherwise indicated. b. Locations Exposed to Hosedown: Type 6 . c. Locations Subject to Potential Flooding: Type 6P. d. Locations Aboveground Where Mechanism Must Operate When Ice Covered:

Type 3S. e. Locations in-Ground or Exposed to Corrosive Agents: Type 4X .



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f. Locations in-Ground or Exposed to Corrosive Agents Where Mechanism Must Operate When Ice Covered: Type 3SX.

2. Indoors: a. Type 1 unless otherwise indicated. b. Damp or Dusty Locations: Type 12 . c. Surface Mounted in Kitchens and Other Locations Exposed to Oil or Coolants:

Type 12. d. Flush Mounted in Kitchens and Other Locations Exposed to Oil or Coolants: Type 12

. e. Locations Exposed to Airborne Dust, Lint, Fibers, or Flyings: Type 4 . f. Locations Exposed to Hosedown: Type 6 . g. Locations Exposed to Brief Submersion: Type 6 . h. Locations Exposed to Prolonged Submersion: Type 6P. i. Locations Exposed to Corrosive Agents: Type 4X . j. Locations Exposed to Spraying Oil or Coolants: Type 13.

C. Exposed Boxes Installed Less Than 6.5 ft. Above Floor: 1. Provide cast-metal boxes. Boxes with knockouts or unprotected openings are prohibited. 2. Provide exposed cover. Flat covers with angled mounting slots or knockouts are prohibited.

3.3 INSTALLATION OF RACEWAYS

A. Installation Standards: 1. Unless more stringent requirements are specified in Contract Documents or manufacturers'

written instructions, comply with NFPA 70 for installation of raceways. Consult Architect for resolution of conflicting requirements.

2. Comply with NFPA 70 limitations for types of raceways allowed in specific occupancies and number of floors.

3. Comply with requirements in Section 26 05 29 "Hangers and Supports for Electrical Systems" for hangers and supports.

4. Comply with NECA NEIS 101 for installation of steel raceways. 5. Comply with NECA NEIS 102 for installation of aluminum raceways. 6. Comply with NECA NEIS 111 for installation of nonmetallic raceways. 7. Install raceways square to the enclosure and terminate at enclosures without hubs with

locknuts on both sides of enclosure wall. Install locknuts hand tight, plus one-quarter turn more.

8. Terminate threaded conduits into threaded hubs or with locknuts on inside and outside of boxes or cabinets. Install bushings on conduits up to 1-1/4 inch trade size and insulated throat metal bushings on 1-1/2 inch trade size and larger conduits terminated with locknuts..

9. Raceway Terminations at Locations Subject to Moisture or Vibration: a. Provide insulating bushings to protect conductors, including conductors smaller than

No. 4 AWG..

B. General Requirements for Installation of Raceways: 1. Complete raceway installation before starting conductor installation. 2. Provide stub-ups through floors with coupling threaded inside for plugs, set flush with

finished floor. Plug coupling until conduit is extended above floor to final destination or a minimum of 2 ft. above finished floor.

3. Install no more than equivalent of three 90-degree bends in conduit run. Support within 12 inch of changes in direction.

4. Make bends in raceway using large-radius preformed ells except for parallel bends. Field bending must be in accordance with NFPA 70 minimum radii requirements. Provide only equipment specifically designed for material and size involved.



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5. Conceal conduit within finished walls, ceilings, and floors unless otherwise indicated. Install conduits parallel or perpendicular to building lines.

6. Support conduit within 12 inch of enclosures to which attached. 7. Install raceway sealing fittings at accessible locations in accordance with NFPA 70 and fill

them with listed sealing compound. For concealed raceways, install fitting in flush steel box with blank cover plate having finish similar to that of adjacent plates or surfaces. Install raceway sealing fittings in accordance with NFPA 70.

8. Install devices to seal raceway interiors at accessible locations. Locate seals so no fittings or boxes are between the seal and the following changes of environments. Seal interior of raceways at the following points: a. Where conduits pass from warm to cold locations, such as boundaries of refrigerated

spaces. b. Where an underground service raceway enters a building or structure. c. Conduit extending from interior to exterior of building. d. Conduit extending into pressurized duct and equipment. e. Conduit extending into pressurized zones that are automatically controlled to

maintain different pressure set points. f. Where otherwise required by NFPA 70.

9. Do not install raceways or electrical items on "explosion-relief" walls or rotating equipment. 10. Do not install conduits within 2 inch of the bottom side of a metal deck roof. 11. Keep raceways at least 6 inch away from parallel runs of flues and steam or hot-water

pipes. Install horizontal raceway runs above water and steam piping. 12. Cut conduit perpendicular to the length. For conduits 2 inch trade size and larger, use roll

cutter or a guide to make cut straight and perpendicular to the length. Ream inside of conduit to remove burrs.

13. Install pull wires in empty raceways. Provide polypropylene or monofilament plastic line with not less than 200 lb tensile strength. Leave at least 12 inch of slack at both ends of pull wire. Cap underground raceways designated as spare above grade alongside raceways in use.

C. Requirements for Installation of Specific Raceway Types: 1. Types ERMC and IMC:

a. Threaded Conduit Joints, Exposed to Wet, Damp, Corrosive, or Outdoor Conditions: Apply listed compound that maintains electrical conductivity to threads of raceway and fittings before making up joints. Follow compound manufacturer's written instructions.

2. Type ERMC-S-PVC: a. Follow manufacturer's installation instructions for clamping, cutting, threading,

bending, and assembly. b. Provide PVC-coated sealing locknut for exposed male threads transitioning into

female NPT threads that do not have sealing sleeves, including transitions from PVC couplings/female adapters to Type ERMC-S-PVC elbows in direct-burial applications. PVC-coated sealing locknuts must not be used in place of conduit hub. PVC-coated sealing locknut must cover exposed threads on Type ERMC-S-PVC raceway.

c. Coat field-cut threads on PVC-coated raceway with manufacturer-approved corrosion-preventing conductive compound prior to assembly.

3. Types FMC, LFMC, and LFNC: a. Comply with NEMA RV 3. Provide a maximum of 36 inch of flexible conduit for

equipment subject to vibration, noise transmission, or movement; and for transformers and motors.

4. Types PVC and EPEC: a. Do not install Type PVC or Type EPEC conduit where ambient temperature exceeds

122 deg F . Conductor ratings must be limited to 75 deg C except where installed in



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a trench outside buildings with concrete encasement, where 90 deg C conductors are permitted.

b. Comply with manufacturer's written instructions for solvent welding and fittings.

D. Raceways Embedded in Slabs: 1. Run raceways larger than 1 inch trade size below concrete slab. . 2. Arrange raceways to cross building expansion joints with expansion fittings at right angles

to the joint. 3. Arrange raceways to ensure that each is surrounded by a minimum of 1 inch of concrete

without voids. 4. Do not embed threadless fittings in concrete unless locations have been specifically

approved by Architect.

E. Stub-ups to Above Recessed Ceilings: 1. Provide EMT, IMC, or ERMC for raceways. 2. Provide a conduit bushing or insulated fitting to terminate stub-ups not terminated in hubs

or in an enclosure.

F. Raceway Fittings: Install fittings in accordance with NEMA FB 2.10 guidelines. 1. ERMC-S-PVC: Provide only fittings listed for use with this type of conduit. Patch and seal

joints, nicks, and scrapes in PVC coating after installing conduits and fittings. Provide sealant recommended by fitting manufacturer and apply in thickness and number of coats recommended by manufacturer.

2. EMT: Provide setscrew , steel fittings. Comply with NEMA FB 2.10. 3. Flexible Conduit: Provide only fittings listed for use with flexible conduit type. Comply with

NEMA FB 2.20.

G. Expansion-Joint Fittings: 1. Install in runs of aboveground PVC that are located where environmental temperature

change may exceed 30 deg F and that have straight-run length that exceeds 25 ft.. Install in runs of aboveground ERMC and EMT conduit that are located where environmental temperature change may exceed 100 deg F and that have straight-run length that exceeds 100 ft..

2. Install expansion fittings at locations where conduits cross building or structure expansion joints.

3. Install expansion-joint fitting with position, mounting, and piston setting selected in accordance with manufacturer's written instructions for conditions at specific location at time of installation. Install conduit supports to allow for expansion movement.

H. Raceways Penetrating Rooms or Walls with Acoustical Requirements: 1. Seal raceway openings on both sides of rooms or walls with acoustically rated putty or

firestopping.

3.4 INSTALLATION OF SURFACE RACEWAYS

A. Install surface raceways only where indicated on Drawings.

B. Install surface raceway with a minimum 2 inch radius control at bend points.

C. Secure surface raceway with screws or other anchor-type devices at intervals not exceeding 48 inch and with no less than two supports per straight raceway section. Support surface raceway in accordance with manufacturer's written instructions. Tape and glue are unacceptable support methods.



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3.5 INSTALLATION OF BOXES AND ENCLOSURES

A. Provide boxes in wiring and raceway systems wherever required for pulling of wires, making connections, and mounting of devices or fixtures.

B. Mount boxes at heights indicated on Drawings. If mounting heights of boxes are not individually indicated, give priority to ADA requirements. Install boxes with height measured to center of box unless otherwise indicated.

C. Recessed Boxes in Masonry Walls: Saw-cut opening for box in center of cell of masonry block, and install box flush with surface of wall. Prepare block surfaces to provide a flat surface for a raintight connection between box and cover plate or supported equipment and box, whether installed indoors or outdoors.

D. Horizontally separate boxes mounted on opposite sides of walls so they are not in the same vertical channel.

E. Locate boxes so that cover or plate will not span different building finishes.

F. Support boxes in recessed ceilings independent of ceiling tiles and ceiling grid.

G. Support boxes of three gangs or more from more than one side by spanning two framing members or mounting on brackets specifically designed for purpose.

H. Fasten junction and pull boxes to, or support from, building structure. Do not support boxes by conduits.

I. Set metal floor boxes level and flush with finished floor surface.

J. Set nonmetallic floor boxes level. Trim after installation to fit flush with finished floor surface.

K. Do not install aluminum boxes, enclosures, or fittings in contact with concrete or earth.

L. Do not rely on locknuts to penetrate nonconductive coatings on enclosures. Remove coatings in the locknut area prior to assembling conduit to enclosure to ensure a continuous ground path.

M. Boxes and Enclosures in Areas or Walls with Acoustical Requirements: 1. Seal openings and knockouts in back and sides of boxes and enclosures with acoustically

rated putty. 2. Provide gaskets for wallplates and covers.

3.6 FIRESTOPPING

A. Install firestopping at penetrations of fire-rated floor and wall assemblies. Comply with requirements in Section 07 84 13 "Penetration Firestopping."

3.7 PROTECTION

A. Protect coatings, finishes, and cabinets from damage and deterioration. 1. Repair damage to galvanized finishes with zinc-rich paint recommended by manufacturer. 2. Repair damage to PVC coatings or paint finishes with matching touchup coating

recommended by manufacturer.



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3.8 CLEANING

A. Boxes: Remove construction dust and debris from device boxes, outlet boxes, and floor-mounted enclosures before installing wallplates, covers, and hoods.




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SECTION 26 05 44 - SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Round sleeves. 2. Rectangular sleeves. 3. Sleeve seal systems. 4. Pourable sealants. 5. Foam sealants.



PART 2 - PRODUCTS

2.1 ROUND SLEEVES

A. Wall Sleeves, Steel: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Advance Products & Systems, LLC. b. CCI Piping Systems. c. Flexicraft Industries. d. GPT; an EnPro Industries company.

2. Description: ASTM A53/A53M, Type E, Grade B, Schedule 40, zinc coated, plain ends and integral waterstop.

B. Wall Sleeves, Cast Iron: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. American Ductile Iron Pipe. b. Flexicraft Industries. c. McWane Ductile.

2. Description: Cast or fabricated "wall pipe," equivalent to ductile-iron pressure pipe, with plain ends and integral waterstop.

2.2 RECTANGULAR SLEEVES

A. Sheet Metal Sleeves, Galvanized Steel, Rectangular: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Abesco Fire LLC. b. Specified Technologies, Inc. c. Wiremold; Legrand North America, LLC.

2. Description: a. Material: Galvanized sheet steel. b. Minimum Metal Thickness:

1) For sleeve cross-section rectangle perimeter less than 50 inch and with no side larger than 16 inch, thickness must be 0.052 inch.






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2) For sleeve cross-section rectangle perimeter not less than 50 inch or with one or more sides larger than 16 inch, thickness must be 0.138 inch.

2.3 SLEEVE SEAL SYSTEMS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Advance Products & Systems, Inc. 2. BWM Company. 3. CALPICO, Inc. 4. Flexicraft Industries. 5. Metraflex Company (The). 6. Pipeline Seal and Insulator, Inc. 7. Proco Products, Inc.

B. Description: Modular sealing device, designed for field assembly, to fill annular space between sleeve and raceway or cable or between raceway and cable. 1. Sealing Elements: EPDM rubber interlocking links shaped to fit surface of pipe. Include

type and number required for pipe material and size of pipe. 2. Pressure Plates: Stainless steel. 3. Connecting Bolts and Nuts: Stainless steel of length required to secure pressure plates to

sealing elements.

2.4 POURABLE SEALANTS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Carlisle SynTec Incorporated. 2. GAF. 3. Johns Manville; a Berkshire Hathaway company.

B. Description: Single-component, neutral-curing elastomeric sealants of grade indicated below. 1. Grade: Pourable (self-leveling) formulation for openings in floors and other horizontal

surfaces that are not fire rated.

2.5 FOAM SEALANTS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Dow Chemical Company (The). 2. Innovative Chemical Products (Building Solutions Group).

B. Description: Multicomponent, liquid elastomers that, when mixed, expand and cure in place to produce a flexible, nonshrinking foam. Foam expansion must not damage cables or crack penetrated structure.

PART 3 - EXECUTION

3.1 INSTALLATION OF SLEEVES FOR NON-FIRE-RATED ELECTRICAL PENETRATIONS

A. Sleeves for Conduits Penetrating Above-Grade, Non-Fire-Rated, Concrete and Masonry-Unit Floors and Walls: 1. Interior Penetrations of Non-Fire-Rated Walls and Floors:






26 05 44 - Page 3 of 4 08/17/2021


a. Seal space outside of sleeves with mortar or grout. Pack sealing material solidly between sleeve and wall or floor so no voids remain. Tool exposed surfaces smooth; protect material while curing.

b. Seal annular space between sleeve and raceway or cable, using joint sealant appropriate for size, depth, and location of joint. Comply with requirements in Section 07 92 00 "Joint Sealants."

2. Use pipe sleeves unless penetration arrangement requires rectangular sleeved opening. 3. Size pipe sleeves to provide 1/4 inch annular clear space between sleeve and raceway or

cable, unless sleeve seal system is to be installed. 4. Install sleeves for wall penetrations unless core-drilled holes or formed openings are used.

Install sleeves during erection of walls. Cut sleeves to length for mounting flush with both surfaces of walls. Deburr after cutting.

5. Install sleeves for floor penetrations. Extend sleeves installed in floors 2 inch above finished floor level. Install sleeves during erection of floors.

B. Sleeves for Conduits Penetrating Non-Fire-Rated Wall Assemblies: 1. Use circular metal sleeves unless penetration arrangement requires rectangular sleeved

opening. 2. Seal space outside of sleeves with approved joint compound for wall assemblies.

C. Roof-Penetration Sleeves: Seal penetration of individual raceways and cables with flexible boot-type flashing units applied in coordination with roofing work.

D. Aboveground, Exterior-Wall Penetrations: Seal penetrations using cast-iron pipe sleeves and mechanical sleeve seal systems. Size sleeves to allow for 1 inch annular clear space between pipe and sleeve for installing mechanical sleeve seals.

E. Underground, Exterior-Wall and Floor Penetrations: 1. Install cast-iron pipe sleeves with integral waterstops. Size sleeves to allow for 1 inch

annular clear space between raceway or cable and sleeve for installing sleeve seal system. Install sleeve during construction of floor or wall.

2. Install cast iron pipe sleeves. Size sleeves to allow for 1 inch annular clear space between raceway or cable and sleeve for installing sleeve seal system. Grout sleeve into wall or floor opening.

3.2 INSTALLATION OF RECTANGULAR SLEEVES AND SLEEVE SEALS

A. Install sleeves in existing walls without compromising structural integrity of walls. Do not cut structural elements without reinforcing the wall to maintain the designed weight bearing and wall stiffness.

B. Install conduits and cable with no crossings within the sleeve.

C. Fill opening around conduits and cables with expanding foam without leaving voids.

D. Provide metal sheet covering at both wall surfaces and finish to match surrounding surfaces. Metal sheet must be same material as sleeve.

3.3 INSTALLATION OF SLEEVE SEAL SYSTEMS

A. Install sleeve seal systems in sleeves in exterior concrete walls and slabs-on-grade at raceway entries into building.



26 05 44 - Page 4 of 4 08/17/2021


B. Install type and number of sealing elements recommended by manufacturer for raceway or cable material and size. Position raceway or cable in center of sleeve. Assemble mechanical sleeve seals and install in annular space between raceway or cable and sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal.



IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 53 - Page 1 of 4

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SECTION 26 05 53 - IDENTIFICATION FOR ELECTRICAL SYSTEMS

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Labels. 2. Tapes and stencils. 3. Tags. 4. Miscellaneous identification products.



and profiles, and finishes for electrical identification products.

B. Samples: For each type of label and sign to illustrate composition, size, colors, lettering style, mounting provisions, and graphic features of identification products.

C. Identification Schedule: For each piece of electrical equipment and electrical system components to be an index of nomenclature for electrical equipment and system components used in identification signs and labels. Use same designations indicated on Drawings.

PART 2 - PRODUCTS


A. Comply with ASME A13.1 and IEEE C2.

B. Comply with NFPA 70.

C. Comply with 29 CFR 1910.144 and 29 CFR 1910.145.

D. Comply with ANSI Z535.4 for safety signs and labels.

E. Comply with NFPA 70E requirements for arc-flash warning labels.

F. Adhesive-attached labeling materials, including label stocks, laminating adhesives, and inks used by label printers, shall comply with UL 969.

G. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes. 1. Temperature Change: 120 deg F , ambient; 180 deg F , material surfaces .



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2.2 LABELS

A. Self-Adhesive Labels: Vinyl, thermal, transfer-printed, 3-mil- thick, multicolor, weather- and UV-resistant, pressure-sensitive adhesive labels, configured for intended use and location. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Brady Corporation. b. Panduit Corp. c. Seton Identification Products; a Brady Corporation company.

2. Minimum Nominal Size: a. 1-1/2 by 6 inches for raceway and conductors. b. 3-1/2 by 5 inches for equipment. c. As required by authorities having jurisdiction.

2.3 TAPES AND STENCILS

A. Self-Adhesive Vinyl Tape: Colored, heavy duty, waterproof, fade resistant; not less than 3 mils thick by 1 to 2 inches wide; compounded for outdoor use. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Brady Corporation. b. Carlton Industries, LP.

B. Underground-Line Warning Tape: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Brady Corporation. b. Ideal Industries, Inc. c. Seton Identification Products; a Brady Corporation company.

2. Tape: a. Recommended by manufacturer for the method of installation and suitable to identify

and locate underground electrical and communications utility lines. b. Printing on tape shall be permanent and shall not be damaged by burial operations. c. Tape material and ink shall be chemically inert and not subject to degradation when

exposed to acids, alkalis, and other destructive substances commonly found in soils. 3. Color and Printing:

a. Comply with ANSI Z535.1, ANSI Z535.2, ANSI Z535.3, ANSI Z535.4, and ANSI Z535.5.

b. Inscriptions for Red-Colored Tapes: "ELECTRIC LINE, HIGH VOLTAGE" . c. Inscriptions for Orange-Colored Tapes: "TELEPHONE CABLE, CATV CABLE,

COMMUNICATIONS CABLE, OPTICAL FIBER CABLE" . 4. Tape Type I :

a. Width: 3 inches. b. Thickness: 4 mils. c. Weight: 18.5 lb/1000 sq. ft.. d. Tensile according to ASTM D882: 30 lbf and 2500 psi.

C. Stenciled Legend: In nonfading, waterproof, black ink or paint. Minimum letter height shall be 1 inch .

2.4 TAGS

A. Nonmetallic Preprinted Tags: Polyethylene tags, 0.023 inch thick, color-coded for phase and voltage level, with factory printed permanent designations; punched for use with self-locking cable tie fastener.






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1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Brady Corporation. b. Panduit Corp. c. Seton Identification Products; a Brady Corporation company.

PART 3 - EXECUTION

3.1 PREPARATION

A. Self-Adhesive Identification Products: Before applying electrical identification products, clean substrates of substances that could impair bond, using materials and methods recommended by manufacturer of identification product.

3.2 INSTALLATION

A. Verify and coordinate identification names, abbreviations, colors, and other features with requirements in other Sections requiring identification applications, Drawings, Shop Drawings, manufacturer's wiring diagrams, and operation and maintenance manual. Use consistent designations throughout Project.


C. Verify identity of each item before installing identification products.

D. Coordinate identification with Project Drawings, manufacturer's wiring diagrams, and operation and maintenance manual.

E. Apply identification devices to surfaces that require finish after completing finish work.

F. Install signs with approved legend to facilitate proper identification, operation, and maintenance of electrical systems and connected items.

G. System Identification for Raceways and Cables under 600 V: Identification shall completely encircle cable or conduit. Place identification of two-color markings in contact, side by side. 1. Secure tight to surface of conductor, cable, or raceway.

H. System Identification for Raceways and Cables over 600 V: Identification shall completely encircle cable or conduit. Place adjacent identification of two-color markings in contact, side by side. 1. Secure tight to surface of conductor, cable, or raceway.

I. Auxiliary Electrical Systems Conductor Identification: Identify field-installed alarm, control, and signal connections.

J. Elevated Components: Increase sizes of labels, signs, and letters to those appropriate for viewing from the floor.

K. Accessible Fittings for Raceways: Identify the covers of each junction and pull box of the following systems with the wiring system legend and system voltage. System legends shall be as follows: 1. "EMERGENCY POWER." 2. "POWER." 3. "UPS."

L. Self-Adhesive Labels:




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1. On each item, install unique designation label that is consistent with wiring diagrams, schedules, and operation and maintenance manual.

2. Unless otherwise indicated, provide a single line of text with 1/2-inch- high letters on 1-1/2-inch- high label; where two lines of text are required, use labels 2 inches high.

M. Self-Adhesive Vinyl Tape: Secure tight to surface at a location with high visibility and accessibility. 1. Field-Applied, Color-Coding Conductor Tape: Apply in half-lapped turns for a minimum

distance of 6 inches where splices or taps are made. Apply last two turns of tape with no tension to prevent possible unwinding.

N. Nonmetallic Preprinted Tags: 1. Place in a location with high visibility and accessibility. 2. Secure using cable ties.

3.3 IDENTIFICATION SCHEDULE

A. Install identification materials and devices at locations for most convenient viewing without interference with operation and maintenance of equipment. Install access doors or panels to provide view of identifying devices.

B. Identify conductors, cables, and terminals in enclosures and at junctions, terminals, pull points, and locations of high visibility. Identify by system and circuit designation.

C. Accessible Raceways and Metal-Clad Cables, 600 V or Less, for Service, Feeder, and Branch Circuits, More Than A and 120 V to Ground: Identify with self-adhesive raceway labels vinyl tape applied in bands. 1. Locate identification at changes in direction, at penetrations of walls and floors, at 50-foot

maximum intervals in straight runs, and at 25-foot maximum intervals in congested areas.

D. Power-Circuit Conductor Identification, 600 V or Less: For conductors in vaults, pull and junction boxes, manholes, and handholes, use self-adhesive vinyl tape to identify the phase. 1. Locate identification at changes in direction, at penetrations of walls and floors, at 50-foot

maximum intervals in straight runs, and at 25-foot maximum intervals in congested areas.

E. Control-Circuit Conductor Identification: For conductors and cables in pull and junction boxes, manholes, and handholes, use self-adhesive labels with the conductor or cable designation, origin, and destination.

F. Operating Instruction Signs: .



LIGHTING CONTROL DEVICES 26 09 23 - Page 1 of 7

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SECTION 26 09 23 - LIGHTING CONTROL DEVICES

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Electronic time switches. 2. Indoor occupancy and vacancy sensors. 3. Switchbox-mounted occupancy sensors. 4. High-bay occupancy sensors. 5. Extreme-temperature occupancy sensors. 6. Lighting contactors. 7. Conductors and cables.

B. Related Requirements: 1. Section 26 27 26 "Wiring Devices" for wall-box dimmers, non-networkable wall-switch

occupancy sensors, and manual light switches.



B. Shop Drawings: 1. Show installation details for the following:

a. Occupancy sensors. b. Vacancy sensors.


A. Operation and Maintenance Data: For each type of lighting control device to include in operation and maintenance manuals.

1.5 WARRANTY

A. Manufacturer's Warranty: Manufacturer and Installer agree to repair or replace lighting control devices that fail(s) in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following:

a. Faulty operation of lighting control software. b. Faulty operation of lighting control devices.

2. Warranty Period: Two year(s) from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 ELECTRONIC TIME SWITCHES

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Cooper Industries, Inc.




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2. Intermatic, Inc.

B. Electronic Time Switches: Solid state, programmable, with alphanumeric display; complying with UL 917. 1. Listed and labeled as defined in NFPA 70 and marked for intended location and

application. 2. Contact Rating: 30-A inductive or resistive, 240-V ac . 3. Programs:

a. 4 channels; each channel is individually programmable with 40 on-off operations per week, plus four seasonal schedules that modify the basic program and an annual holiday schedule that overrides the weekly operation on holidays.

b. and an annual holiday schedule that overrides the weekly operation on holidays. 4. Circuitry: Allow connection of a photoelectric relay as substitute for on-off function of a

program on selected channels. 5. Astronomic Time: All channels. 6. Automatic daylight savings time changeover. 7. Battery Backup: Not less than seven days reserve, to maintain schedules and time clock.

2.2 OUTDOOR PHOTOELECTRIC SWITCHES, SOLID STATE, FLEXIBLE MOUNTING

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Cooper Industries, Inc. 2. Hubbell. 3. Leviton Manufacturing Co., Inc.

B. Description: Solid state, with SPST dry contacts rated for 1000 W incandescent or 1800 VA inductive , to operate connected relay, contactor coils, or microprocessor input; complying with UL 773A, and compatible with ballasts and LED lamps. 1. Listed and labeled as defined in NFPA 70, by NRTL, and marked for intended location and

application. 2. Light-Level Monitoring Range: 1.5 to 10 fc, with an adjustment for turn-on and turn-off

levels within that range , and a directional lens in front of the photocell to prevent fixed light sources from causing turn-off.

3. Time Delay: Fifteen-second minimum, to prevent false operation. 4. Surge Protection: Metal-oxide varistor. 5. Mounting: Twist lock complies with ANSI C136.10, with base-and-stem mounting or stem-

and-swivel mounting accessories as required to direct sensor to the north sky exposure from same source and manufacturer as switch.

6. Failure Mode: Luminaire stays ON.

2.3 INDOOR OCCUPANCY AND VACANCY SENSORS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Cooper Industries, Inc. 2. Hubbell Control Solutions; Hubbell Incorporated, Lighting. 3. Lithonia Lighting; Acuity Brands Lighting, Inc. 4. Lutron Electronics Co., Inc. 5. Sensor Switch, Inc.

B. General Requirements for Sensors: 1. Ceiling-mounted, solid-state indoor occupancy and vacancy sensors. 2. Dual technology. 3. IntegratedorSeparate power pack. 4. Hardwired connection to switch .





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5. Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

6. Operation: a. Occupancy Sensor: Unless otherwise indicated, turn lights on when coverage area

is occupied, and turn them off when unoccupied; with a time delay for turning lights off, adjustable over a minimum range of 1 to 15 minutes.

b. Vacancy Sensor: Unless otherwise indicated, lights are manually turned on and sensor turns lights off when the room is unoccupied; with a time delay for turning lights off, adjustable over a minimum range of 1 to 15 minutes.

c. Combination Sensor: Unless otherwise indicated, sensor shall be programmed to turn lights on when coverage area is occupied and turn them off when unoccupied, or to turn off lights that have been manually turned on; with a time delay for turning lights off, adjustable over a minimum range of 1 to 15 minutes.

7. Sensor Output: Contacts rated to operate the connected relay, complying with UL 773A Sensor is powered from the power pack .

8. Power: Line voltage . 9. Power Pack: Dry contacts rated for 20-A LED load at 120- and 277-V ac, for 13-A tungsten

at 120-V ac, and for 1 hp at 120-V ac. Sensor has 24-V dc, 150-mA, Class 2 power source, as defined by NFPA 70.

10. Mounting: a. Sensor: Suitable for mounting in any position on a standard outlet box. b. Relay: Externally mounted through a 1/2-inch knockout in a standard electrical

enclosure. c. Time-Delay and Sensitivity Adjustments: Recessed and concealed behind hinged

door. 11. Indicator: Digital display, to show when motion is detected during testing and normal

operation of sensor. 12. Bypass Switch: Override the "on" function in case of sensor failure. 13. Automatic Light-Level Sensor: Adjustable from 2 to 200 fc; turn lights off when selected

lighting level is present.

C. Dual-Technology Type: Ceiling mounted; detect occupants in coverage area using PIR and ultrasonic detection methods. The particular technology or combination of technologies that control on-off functions is selectable in the field by operating controls on unit. 1. Sensitivity Adjustment: Separate for each sensing technology. 2. Detector Sensitivity: Detect occurrences of 6-inch- minimum movement of any portion of a

human body that presents a target of not less than 36 sq. in., and detect a person of average size and weight moving not less than 12 inches in either a horizontal or a vertical manner at an approximate speed of 12 inches/s.

3. Detection Coverage (Standard Room): Detect occupancy anywhere within a circular area of 1000 sq. ft. when mounted on a 96-inch- high ceiling.

4. Detection Coverage (Room, Wall Mounted): Detect occupancy anywhere within a 180-degree pattern centered on the sensor over an area of 2000 square feet when mounted 96 inches above finished floor.

2.4 SWITCHBOX-MOUNTED OCCUPANCY SENSORS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Cooper Industries, Inc. 2. Leviton Manufacturing Co., Inc. 3. Lithonia Lighting; Acuity Brands Lighting, Inc. 4. Lutron Electronics Co., Inc.

B. General Requirements for Sensors: Automatic-wall-switch occupancy sensor with manual on-off switch, suitable for mounting in a single gang switchbox using hardwired connection .




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1. Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

2. Occupancy Sensor Operation: Unless otherwise indicated, turn lights on when coverage area is occupied, and turn lights off when unoccupied; with a time delay for turning lights off, adjustable over a minimum range of 1 to 15 minutes.

3. Operating Ambient Conditions: Dry interior conditions, 32 to 120 deg F. 4. Switch Rating: Not less than 800-VA LED load at 120 V, 1200-VA LED load at 277 V, and

800-W incandescent.

C. Wall-Switch Sensor: 1. Standard Range: 180-degree field of view, field adjustable from 180 to 40 degrees; with a

minimum coverage area of 900 sq. ft. . 2. Sensing Technology: Dual technology - PIR and ultrasonic. 3. Switch Type: SP, field-selectable automatic "on," or manual "on," automatic "off." 4. Capable of controlling load in three-way application. 5. Voltage: Dual voltage - 120 and 277 V. 6. Ambient-Light Override: Concealed, field-adjustable, light-level sensor from 10 to 150 fc.

The switch prevents the lights from turning on when the light level is higher than the set point of the sensor.

7. Concealed, field-adjustable, "off" time-delay selector at up to 30 minutes. 8. Concealed, "off" time-delay selector at 30 seconds and 5, 10, and 20 minutes. 9. Adaptive Technology: Self-adjusting circuitry detects and memorizes usage patterns of the

space and helps eliminate false "off" switching. 10. Color: White . 11. Faceplates to be Stainless Steel.

2.5 HIGH-BAY OCCUPANCY SENSORS

A. Manufacturers: Subject to compliance with requirements, provide products by the following: 1. Hubbell Control Solutions; Hubbell Incorporated, Lighting.

B. Description: Solid-state unit. The unit is designed to operate with the lamp and ballasts indicated. 1. Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for

intended location and application. 2. Operation: Turn lights on when coverage area is occupied, and to half-power when

unoccupied; with a time delay for turning lights to half-power that is adjustable over a minimum range of 1 to 16 minutes.

3. Continuous Lamp Monitoring: When lamps are dimmed continuously for 24 hours, automatically turn lamps on to full power for 15 minutes for every 24 hours of continuous dimming.

4. Power: Line voltage. 5. Operating Ambient Conditions: 32 to 149 deg F. 6. Mounting: Threaded pipe. 7. Time-Delay and Sensitivity Adjustments: Recessed and concealed behind hinged door. 8. Detector Technology: PIR.

C. Detector Coverage: User selectable by interchangeable PIR lenses, suitable for mounting heights from 12 to 50 feet.

D. Accessories: Obtain manufacturer's installation and maintenance kit with laser alignment tool for sensor positioning and power port connectors.

2.6 OUTDOOR MOTION SENSORS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:





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1. Cooper Industries, Inc. 2. Hubbell Control Solutions; Hubbell Incorporated, Lighting. 3. Leviton Manufacturing Co., Inc. 4. Lithonia Lighting; Acuity Brands Lighting, Inc.

B. Description: Solid-state outdoor motion sensors. 1. Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for

intended location and application. 2. Dual-technology (PIR and ultrasonic) type, weatherproof. Detect occurrences of 6-inch-

minimum movement of any portion of a human body that presents a target of not less than 36 sq. in.. Comply with UL 773A.

3. Switch Rating: a. Luminaire-Mounted Sensor: 1500 w. . b. Separately Mounted Sensor: Dry contacts rated for 20-A LED load at 120- and 277-

V ac, for 13-A tungsten at 120-V ac, and for 1 hp at 120-V ac. Sensor has 24-V dc, 150-mA, Class 2 power source, as defined by NFPA 70.

4. Switch Type: SP, field-selectable automatic "on," or manual "on," automatic "off." 5. Voltage: Dual voltage, 120- and 277-V type. 6. Detector Coverage:

a. Standard Range: 210-degree field of view, with a minimum coverage area of 900 sq. ft..

b. Long Range: 180-degree field of view and 110-foot detection range. c. .

7. Ambient-Light Override: Concealed, field-adjustable, light-level sensor from 10 to 150 fc. The switch prevents the lights from turning on when the light level is higher than the set point of the sensor.

8. Concealed, "off" time-delay selector at 30 seconds and 5, 10, and 20 minutes. 9. Adaptive Technology: Self-adjusting circuitry detects and memorizes usage patterns of the

space and help eliminate false "off" switching. 10. Operating Ambient Conditions: Suitable for operation in ambient temperatures ranging

from minus 40 to plus 130 deg F, rated as "raintight" according to UL 773A.

2.7 LIGHTING CONTACTORS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. ASCO: a brand of Vertiv. 2. Eaton. 3. Schneider Electric USA (Square D).

B. Description: Electrically operated and mechanically held, combination-type lighting contactors with nonfused disconnect, complying with NEMA ICS 2 and UL 508. 1. Current Rating for Switching: Listing or rating consistent with type of load served, including

tungsten filament, inductive, and high-inrush ballast (ballast with 15 percent or less THD of normal load current).

2. Fault Current Withstand Rating: Equal to or exceeding the available fault current at the point of installation.

3. Enclosure: Comply with NEMA 250. 4. Provide with control and pilot devices as indicated on Drawings , matching the NEMA type

specified for the enclosure.

2.8 CONDUCTORS AND CABLES

A. Power Wiring to Supply Side of Remote-Control Power Sources: Not smaller than No. 12 AWG. Comply with requirements in Section 26 05 19 "Low-Voltage Electrical Power Conductors and Cables."




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B. Class 1 Control Cable: Multiconductor cable with stranded-copper conductors not smaller than No. 14 AWG. Comply with requirements in Section 26 05 19 "Low-Voltage Electrical Power Conductors and Cables."

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine lighting control devices before installation. Reject lighting control devices that are wet, moisture damaged, or mold damaged.

B. Examine walls and ceilings for suitable conditions where lighting control devices will be installed.


3.2 INSTALLATION OF SENSORS


B. Coordinate layout and installation of ceiling-mounted devices with other construction that penetrates ceilings or is supported by them, including light fixtures, HVAC equipment, smoke detectors, fire-suppression systems, and partition assemblies.

C. Install and aim sensors in locations to achieve not less than 90 percent coverage of areas indicated. Do not exceed coverage limits specified in manufacturer's written instructions.

3.3 INSTALLATION OF CONTACTORS


B. Mount electrically held lighting contactors with elastomeric isolator pads to eliminate structure-borne vibration unless contactors are installed in an enclosure with factory-installed vibration isolators.

3.4 INSTALLATION OF WIRING


B. Wiring Method: Comply with Section 26 05 19 "Low-Voltage Electrical Power Conductors and Cables." Minimum conduit size is 1/2 inch.

C. Wiring within Enclosures: Comply with NECA 1. Separate power-limited and nonpower-limited conductors in accordance with conductor manufacturer's written instructions.

D. Size conductors in accordance with lighting control device manufacturer's written instructions unless otherwise indicated.

E. Splices, Taps, and Terminations: Make connections only on numbered terminal strips in junction, pull, and outlet boxes; terminal cabinets; and equipment enclosures.

3.5 IDENTIFICATION

A. Identify components and power and control wiring in accordance with Section 26 05 53 "Identification for Electrical Systems. 1. Identify controlled circuits in lighting contactors.



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2. Identify circuits or luminaires controlled by photoelectric and occupancy sensors at each sensor.

B. Label time switches and contactors with a unique designation.

3.6 ADJUSTING

A. Occupancy Adjustments: When requested within 12 months from date of Substantial Completion, provide on-site assistance in adjusting lighting control devices to suit actual occupied conditions. Provide up to two visits to Project during other-than-normal occupancy hours for this purpose. 1. For occupancy and motion sensors, verify operation at outer limits of detector range. Set

time delay to suit Owner's operations. 2. For daylighting controls, adjust set points and deadband controls to suit Owner's

operations. 3. Align high-bay occupancy sensors using manufacturer's laser aiming tool.

3.7 SOFTWARE SERVICE AGREEMENT

A. Technical Support: Beginning at Substantial Completion, service agreement shall include software support for two years.

B. Upgrade Service: At Substantial Completion, update software to latest version. Install and program software upgrades that become available within two years from date of Substantial Completion. Upgrading software shall include operating system and new or revised licenses for using software. 1. Upgrade Notice: At least 30 days to allow Owner to schedule and access the system and

to upgrade computer equipment if necessary.

3.8 DEMONSTRATION

A. Coordinate demonstration of products specified in this Section with demonstration requirements for low-voltage 26 09 43.16 "Addressable-Luminaire Lighting Controls"

B. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain lighting control devices.




26 09 43.16 - Page 1 of 5 08/17/2021


SECTION 26 09 43.16 - ADDRESSABLE LUMINAIRE LIGHTING CONTROLS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Controller/gateways. 2. User interface. 3. Lighting control system management software. 4. Sensors. 5. Relays. 6. Manual switches and plates.

1.2 DEFINITIONS

A. Data Bus: Two wires used to communicate with bus connected devices.

B. Device: A collective term for DALI-compliant bus connected devices, including fluorescent ballasts, incandescent luminaires, manual switches, switching relays, and similar. Sometimes also called "slave unit."

C. Group: A set of devices that respond at the same time to messages on the data bus.

D. Monitoring: Acquisition, processing, communication, and display of equipment status data, metered electrical parameter values, power quality evaluation data, event and alarm signals, tabulated reports, and event logs.

E. Scene: Digital light level associated with a preset; stored in the luminaire ballast.



and profiles, and finishes for control modules, power distribution components, relays, manual switches and plates, and conductors and cables.

2. Include rated capacities, operating characteristics, electrical characteristics, and furnished specialties and accessories.

3. Sound data including results of operational tests of central dimming controls. 4. Operational documentation for software and firmware.

B. Shop Drawings: 1. Floor Plans: Location, orientation, and coverage area of each sensor; group designations;

and other specific design symbols and designations as required to define the installation, location, and configuration of all control devices.

2. Address Drawing: Reflected ceiling plan and floor plans, showing data-bus-connected devices, address for each device, and device groups. The plans must be based on construction plans, using the same legend, symbols, and schedules.

3. Point List and Data Bus Load: Summary list of all control devices, sensors, ballasts, and other loads connected to each data bus and total connected load for each data bus. Include percentage of rated connected load and device addresses.



26 09 43.16 - Page 2 of 5 08/17/2021


4. Wire Termination Diagrams and Schedules: Coordinate nomenclature and presentation with Drawings and block diagram. Differentiate between manufacturer-installed and field-installed wiring.

5. Block Diagram: Show interconnections between components specified in this Section and devices furnished with power distribution system components. Indicate data communication paths and identify networks, data buses, data gateways, concentrators, and other devices used. Describe characteristics of network and other data communication lines.

6. Switches and Plates: Submittal to include designations for each switch for approval. Provide a proposed control set for each switch appropriate for the controls required for each space and include available options and custom designations of control functions.


A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Controller/Gateways: Equal to 10 percent of amount installed, but no fewer than one. . 2. Lighting Control Relays: Equal to 10 percent of amount installed, but no fewer than two .

1.5 WARRANTY

A. Manufacturer's Warranty: Manufacturer agrees to repair or replace components of lighting controls that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following:

a. Software: Failure of input and output to execute switching or dimming commands. b. Failure of modular relays to operate under manual or software commands. c. Driver Failure d. Damage of electronic components due to transient voltage surges.

2. Warranty Periods: a. Five years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 SYSTEM DESCRIPTION

A. Lighting Network 1. Components: Individually addressable devices such as light fixtures, control stations, area

sensors that are operated from a digital network communication protocal. 2. Digital Control Network: Use peer-to-peer communication and distributed logic, where the

failure of any single component shall be automatically isolated and not affect global system function.

B. Surge Protective Device: Factory installed as an integral part of control components or field-mounted surge protective device complying with UL 1449, SPD Type 2.

C. Operation: The system shall be divided into zones. Each zone shall be managed by an area controller 1. Each device or relay can be assigned to any or all of 16 available groups connected to a

single data bus. 2. Each dimming driver may have as many as 16 preset lighting levels or scenes. Scenes can

be programmed to driver and may be applied to groups.

D. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.



26 09 43.16 - Page 3 of 5 08/17/2021


E. Comply with 47 CFR 15, Subparts A and B, for Class A digital devices.

F. Comply with protocol described in IEC 60929, Annexes E and G, for DALI lighting control devices, wiring, and computer hardware and software.

G. Comply with UL 916.

2.2 CONTROLLER/GATEWAYS

A. Manufacturers: Subject to compliance with requirements, provide products by the following: 1. Cooper Lighting Solutions.

B. Each data bus must have the capacity to control 64 addressable devices, using NFPA 70, Class 2 control circuit. 1. Each data bus must have the capacity to control up to 16 groups and scenes. 2. 10 BaseT Ethernet port for DDC system for HVAC connection. 3. LED indicator lights for Ethernet status (link, send, and receive), power-on, and LAN failure. 4. Linking of switch and sensor inputs to relay and driver outputs. 5. Viewing relay and driver output status. 6. Controlling relay and driver outputs. 7. Setting device addresses. 8. Assigning switch and sensor inputs and relay and driver output modes.

C. Stores system programming in nonvolatile memory. 1. Switch to enable or disable software programming.

2.3 USER INTERFACE

A. Workstations: A laptop PC, with Microsoft Windows operating system and lighting control system management software installed. With automatic backup. 1. Include documentation, storage media, and licensing for a minimum of five concurrent

users.

B. Web Interface: Internet portal, with one unique username and password(s), and a custom graphical user interface, allowing DALI-protocol programming commands to be applied to the controller gateway via LAN .

C. IR Programming Assistant: Handheld, with custom graphical user-interface software, supplied by the controller/gateway supplier to program the manual switches.

2.4 LIGHTING CONTROL SYSTEM MANAGEMENT SOFTWARE

A. The software must provide for programming, configuring, and monitoring all devices connected to all data buses of the lighting control system, using application-specific software with Microsoft Windows-based, user-friendly software with graphical user-interface designed screens. 1. The software must be object oriented with pop-up menus and built-in help screens. All

specified features of the data-bus-connected devices and those associated with controller/gateways must be included in the software.

2.5 SENSORS

A. Comply with requirements in Section 26 09 23 "Lighting Control Devices."

B. Daylight Harvesting Switching and Dimming Controls:




26 09 43.16 - Page 4 of 5 08/17/2021


1. Adjustments and Set Points: All adjustments with exception of sensor range must be made via the communication network.

2. Remote Monitoring and Reporting: Sensor value must be displayed when queried by lighting management software or must automatically report based on a change of value or change of time period setting.

C. Indoor Occupancy Sensors: May be powered directly from the lighting control network or with a standalone power supply. Units powered with a standalone power supply must interface with the lighting control system through an electrically isolated digital input.

2.6 RELAYS

A. Relays: Electrically operated, mechanically held single-pole switch, rated at 20 A at 277 V. Short-circuit current rating must be not less than 5 kA. Pilot light indicates when relay is closed and latched. Control must be by DALI digital data bus. Relay status must be displayed when queried by lighting management software.

B. Relay Panel: A single enclosure with incoming lighting branch circuits, relays, and connection to the DALI digital control network. 1. Enclosure: NEMA 250, Type 1 unless otherwise indicated. 2. Barriers to separate control-voltage and low-voltage components. 3. Directory: Cover mounted, identifying each relay with its device address and naming the

load controlled.

C. Individually Mounted Relays: 1. Enclosure: Standard outlet box or NEMA 250, Type 1 unless otherwise indicated. 2. Directory: Cover mounted, identifying each relay with its device address.

2.7 MANUAL SWITCHES AND PLATES

A. Connection Type: RS-485 protocol, Category 5e UTP cable, using 8PSJ connectors. Power must be from the control unit.

B. Push-Button Switches: Modular. 1. Each switch must control the following functions, in coordination with programmed

sequence of operation and related sensors: a. On. b. Off. c. Dimming, increase light level. d. Dimming, decrease light level. e. Return to preset light level.

2. LED Pilot Lights: On to indicate that the control is active, or when the manual control is operated.

3. Match color and style specified in Section 26 27 26 "Wiring Devices." 4. Integral IR receiver for programming.

C. Wall Plates: Single and multigang plates as specified in Section 26 27 26 "Wiring Devices."

D. Legend: Engraved or permanently silk-screened on wall plate where indicated. Use designations indicated on Drawings.



26 09 43.16 - Page 5 of 5 08/17/2021


PART 3 - EXECUTION

3.1 Contractor to organize a pre-installation meeting after submittals have been approved and prior to any conductors being installed. This meeting shall include the general contractor, electrical contractor, engineer and lighting supplier. The goal of this meeting will be to confirm conductor routing and verify lighting control of each space.

3.2 INSTALLATION OF WIRING

A. Wiring Method: Comply with Section 26 05 19 "Low-Voltage Electrical Power Conductors and Cables" and Section 26 05 23 "Control-Voltage Electrical Power Cables." Minimum conduit size is 1/2 inch. 1. Comply with requirements for raceways and boxes specified in Section 26 05 33

"Raceways and Boxes for Electrical Systems."

B. Wiring within Enclosures: Bundle, lace, and train conductors to terminal points with no excess and without exceeding manufacturer's limitations on bending radii. Install lacing bars and distribution spools.

3.3 IDENTIFICATION

A. Identify system components, wiring, cabling, boxes, cabinets, and terminals. Comply with identification requirements specified in Section 26 05 53 "Identification for Electrical Systems."

B. Identify field-installed conductors, interconnecting wiring, and components; install warning signs complying with Section 26 05 53 "Identification for Electrical Systems."

C. Identify all ceiling-mounted controls with data bus number and device address.

D. Label each device cable within 6 inch of connection to bus power supply or termination block.

3.4 STARTUP SERVICE

A. Engage a factory-authorized service representative to perform startup service. 1. Complete installation and startup checks according to manufacturer's written instructions. 2. Activate luminaires and verify that all fixtures are operating at 100 percent. 3. Confirm correct communications wiring, initiate communications between DALI devices

and controller/gateways, and program the lighting control system according to approved configuration schedules, time-of-day schedules, and input override assignments.

3.5 ADJUSTING

A. Occupancy Adjustments: When requested within 12 months from date of Substantial Completion, provide on-site assistance in adjusting system to suit actual occupied conditions. Provide up to two visits to Project during other-than-normal occupancy hours for this purpose.



WIRING DEVICES 26 27 26 - Page 1 of 6

08/17/2021


SECTION 26 27 26 - WIRING DEVICES

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Standard-grade receptacles, 125 V, 20 A. 2. GFCI receptacles, 125 V, 20 A. 3. Decorator-style devices, 20 A. 4. Occupancy sensors. 5. Wall-box dimmers.

1.3 DEFINITIONS

A. AFCI: Arc-fault circuit interrupter.

B. BAS: Building automation system.

C. EMI: Electromagnetic interference.

D. GFCI: Ground-fault circuit interrupter.

E. Pigtail: Short lead used to connect a device to a branch-circuit conductor.

F. RFI: Radio-frequency interference.

G. SPD: Surge protective device.



B. Shop Drawings: List of legends and description of materials and process used for premarking wall plates.

PART 2 - PRODUCTS

2.1 GENERAL WIRING-DEVICE REQUIREMENTS

A. Wiring Devices, Components, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and use.

B. Comply with NFPA 70.

C. RoHS compliant.

D. Comply with NEMA WD 1.



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E. Devices that are manufactured for use with modular plug-in connectors may be substituted under the following conditions: 1. Connectors shall comply with UL 2459 and shall be made with stranding building wire. 2. Devices shall comply with requirements in this Section.

F. Devices for Owner-Furnished Equipment: 1. Receptacles: Match plug configurations. 2. Cord and Plug Sets: Match equipment requirements.

G. Device Color: 1. Wiring Devices Connected to Normal Power System: As selected by Architect unless

otherwise indicated or required by NFPA 70 or device listing. 2. SPD Devices: Blue.

H. Wall Plate Color: For plastic covers, match device color.

I. Source Limitations: Obtain each type of wiring device and associated wall plate from single source from single manufacturer.

2.2 STANDARD-GRADE RECEPTACLES, 125 V, 20 A

A. Duplex Receptacles, 125 V, 20 A : 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Arrow Hart, Wiring Devices; Eaton, Electrical Sector. b. Hubbell Wiring Device-Kellems; brand of Hubbell Electrical Solutions; Hubbell

Incorporated. c. Leviton Manufacturing Co., Inc. d. Pass & Seymour; Legrand North America, LLC.

2. Description: Two pole, three wire, and self-grounding. 3. Configuration: NEMA WD 6, Configuration 5-20R. 4. Standards: Comply with UL 498 and FS W-C-596.

B. Tamper-Resistant Duplex Receptacles, 125 V, 20 A : 1. Manufacturers: Subject to compliance with requirements, provide products by one of the



2. Description: Two pole, three wire, and self-grounding. Integral shutters that operate only when a plug is inserted in the receptacle.

3. Configuration: NEMA WD 6, Configuration 5-20R. 4. Standards: Comply with UL 498 and FS W-C-596. 5. Marking: Listed and labeled as complying with NFPA 70, "Tamper-Resistant Receptacles"

Article.

2.3 GFCI RECEPTACLES, 125 V, 20 A

A. Duplex GFCI Receptacles, 125 V, 20 A : 1. Manufacturers: Subject to compliance with requirements, provide products by one of the


Incorporated.






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c. Leviton Manufacturing Co., Inc. d. Pass & Seymour; Legrand North America, LLC.

2. Description: Integral GFCI with "Test" and "Reset" buttons and LED indicator light. Two pole, three wire, and self-grounding.

3. Configuration: NEMA WD 6, Configuration 5-20R. 4. Type: Feed through. 5. Standards: Comply with UL 498, UL 943 Class A, and FS W-C-596.

B. Tamper-Resistant Duplex GFCI Receptacles, 125 V, 20 A : 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Hubbell Wiring Device-Kellems; brand of Hubbell Electrical Solutions; Hubbell

Incorporated. b. Pass & Seymour; Legrand North America, LLC.

2. Description: Integral GFCI with "Test" and "Reset" buttons and LED indicator light. Two pole, three wire, and self-grounding. Integral shutters that operate only when a plug is inserted in the receptacle.

3. Configuration: NEMA WD 6, Configuration 5-20R. 4. Type: Feed through. 5. Standards: Comply with UL 498, UL 943 Class A, and FS W-C-596. 6. Marking: Listed and labeled as complying with NFPA 70, "Tamper-Resistant Receptacles"

Article.

2.4 DECORATOR-STYLE DEVICES, 20 A

A. Decorator Single-Pole Switches, 120/277 V, 20 A : 1. Manufacturers: Subject to compliance with requirements, provide products by one of the



2. Comply with UL 20.

2.5 OCCUPANCY SENSORS

A. Wall Switch Sensor Light Switch, Dual Technology : 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Arrow Hart, Wiring Devices; Eaton, Electrical Sector. b. Leviton Manufacturing Co., Inc.

2. Description: Switchbox-mounted, combination lighting-control sensor and conventional switch lighting-control unit using dual (ultrasonic and passive infrared) technology.

3. Standards: Comply with UL 20. 4. Rated 960 W at 120 V ac for tungsten lighting, 10 A at 120 V ac or 10 A at 277 V ac for

fluorescent or LED lighting, and 1/4 hp at 120 V ac. 5. Adjustable time delay of five 10 15 20 minutes. 6. Able to be locked to Automatic Manual-On mode. 7. Automatic Light-Level Sensor: Adjustable from 2 to 200 fc. 8. Connections: Provisions for connection to BAS. 9. Connections: RJ-45 communications outlet. 10. Connections: Integral wireless networking.






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2.6 DIMMERS

A. Wall-Box Dimmers: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the


Incorporated. c. Leviton Manufacturing Co., Inc. d. Lutron Electronics Co., Inc. e. Pass & Seymour; Legrand North America, LLC.

2. Description: Modular, full-wave, solid-state dimmer switch with integral, quiet on-off switches, with audible frequency and EMI/RFI suppression filters.

3. Control: Continuously adjustable slider ; with single-pole or three-way switching. 4. Standards: Comply with UL 1472. 5. LED Lamp Dimmer Switches: Modular; compatible with LED lamps; trim potentiometer to

adjust low-end dimming; capable of consistent dimming with low end not greater than 20 percent of full brightness.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Comply with NECA 1, including mounting heights listed in that standard, unless otherwise indicated.

B. Coordination with Other Trades: 1. Protect installed devices and their boxes. Do not place wall finish materials over device

boxes, and do not cut holes for boxes with routers that are guided by riding against outside of boxes.

2. Keep outlet boxes free of plaster, drywall joint compound, mortar, cement, concrete, dust, paint, and other material that may contaminate the raceway system, conductors, and cables.

3. Install device boxes in brick or block walls so that the cover plate does not cross a joint unless the joint is troweled flush with the face of the wall.

4. Install wiring devices after all wall preparation, including painting, is complete.

C. Conductors: 1. Do not strip insulation from conductors until right before they are spliced or terminated on

devices. 2. Strip insulation evenly around the conductor using tools designed for the purpose. Avoid

scoring or nicking of solid wire or cutting strands from stranded wire. 3. The length of free conductors at outlets for devices shall comply with NFPA 70, Article 300,

without pigtails. 4. Existing Conductors:

a. Cut back and pigtail, or replace all damaged conductors. b. Straighten conductors that remain and remove corrosion and foreign matter. c. Pigtailing existing conductors is permitted, provided the outlet box is large enough.

D. Device Installation: 1. Replace devices that have been in temporary use during construction and that were

installed before building finishing operations were complete. 2. Keep each wiring device in its package or otherwise protected until it is time to connect

conductors. 3. Do not remove surface protection, such as plastic film and smudge covers, until the last

possible moment.




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4. Connect devices to branch circuits using pigtails that are not less than 6 inches in length. 5. When there is a choice, use side wiring with binding-head screw terminals. Wrap solid

conductor tightly clockwise, two-thirds to three-fourths of the way around terminal screw. 6. Use a torque screwdriver when a torque is recommended or required by manufacturer. 7. When conductors larger than No. 12 AWG are installed on 15- or 20-A circuits, splice

No. 12 AWG pigtails for device connections. 8. Tighten unused terminal screws on the device. 9. When mounting into metal boxes, remove the fiber or plastic washers used to hold device-

mounting screws in yokes, allowing metal-to-metal contact.

E. Receptacle Orientation: 1. Install ground pin of vertically mounted receptacles up , and on horizontally mounted

receptacles to the right . 2. Install hospital-grade receptacles in patient-care areas with the ground pin or neutral blade

at the top.

F. Device Plates: Do not use oversized or extra-deep plates. Repair wall finishes and remount outlet boxes when standard device plates do not fit flush or do not cover rough wall opening.

G. Dimmers: 1. Install dimmers within terms of their listing. 2. Verify that dimmers used for fan-speed control are listed for that application. 3. Install unshared neutral conductors on line and load side of dimmers according to

manufacturers' device, listing conditions in the written instructions.

H. Arrangement of Devices: Unless otherwise indicated, mount flush, with long dimension vertical and with grounding terminal of receptacles on top. Group adjacent switches under single, multigang wall plates.

I. Adjust locations of floor service outlets and service poles to suit arrangement of partitions and furnishings.

3.2 GFCI RECEPTACLES

A. Install non-feed-through GFCI receptacles where protection of downstream receptacles is not required.

3.3 IDENTIFICATION

A. Comply with Section 26 05 53 "Identification for Electrical Systems."

B. Identify each receptacle with panelboard identification and circuit number. Use hot, stamped, or engraved machine printing with black -filled lettering on face of plate, and durable wire markers or tags inside outlet boxes.

C. Essential Electrical System: Mark receptacles supplied from the essential electrical system to allow easy identification using a self-adhesive label.


A. Tests for Receptacles: 1. Line Voltage: Acceptable range is 105 to 132 V. 2. Percent Voltage Drop under 15-A Load: A value of 6 percent or higher is unacceptable. 3. Ground Impedance: Values of up to 2 ohms are acceptable. 4. GFCI Trip: Test for tripping values specified in UL 1436 and UL 943.



08/17/2021


5. Using the test plug, verify that the device and its outlet box are securely mounted. 6. Tests shall be diagnostic, indicating damaged conductors, high resistance at the circuit

breaker, poor connections, inadequate fault-current path, defective devices, or similar problems. Correct circuit conditions, remove malfunctioning units and replace with new ones, and retest as specified above.

B. Wiring device will be considered defective if it does not pass tests and inspections.





26 28 16 - Page 1 of 6 08/17/2021


SECTION 26 28 16 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS

PART 1 - GENERAL


A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes: 1. Fusible switches. 2. Nonfusible switches. 3. Molded-case circuit breakers (MCCBs). 4. Enclosures.

1.3 DEFINITIONS

A. NC: Normally closed.

B. NO: Normally open.

C. SPDT: Single pole, double throw.


A. Product Data: For each type of enclosed switch, circuit breaker, accessory, and component indicated. Include nameplate ratings, dimensioned elevations, sections, weights, and manufacturers' technical data on features, performance, electrical characteristics, ratings, accessories, and finishes. 1. Enclosure types and details for types other than NEMA 250, Type 1. 2. Current and voltage ratings. 3. Short-circuit current ratings (interrupting and withstand, as appropriate). 4. Include evidence of a nationally recognized testing laboratory (NRTL) listing for series

rating of installed devices. 5. Detail features, characteristics, ratings, and factory settings of individual overcurrent

protective devices, accessories, and auxiliary components.

B. Shop Drawings: For enclosed switches and circuit breakers. 1. Include plans, elevations, sections, details, and attachments to other work. 2. Include wiring diagrams for power, signal, and control wiring.


A. Operation and Maintenance Data: For enclosed switches and circuit breakers to include in emergency, operation, and maintenance manuals. 1. In addition to items specified in Section 01 78 23 "Operation and Maintenance Data,"

include the following: a. Manufacturer's written instructions for testing and adjusting enclosed switches and

circuit breakers.



26 28 16 - Page 2 of 6 08/17/2021



A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Fuses: Equal to 10 percent of quantity installed for each size and type, but no fewer than

three of each size and type. 2. Fuse Pullers: Two for each size and type.


A. Environmental Limitations: Rate equipment for continuous operation under the following conditions unless otherwise indicated: 1. Ambient Temperature: Not less than minus 22 deg F and not exceeding 104 deg F. 2. Altitude: Not exceeding 6600 feet.

1.8 WARRANTY

A. Manufacturer's Warranty: Manufacturer and Installer agree to repair or replace components that fail in materials or workmanship within specified warranty period. 1. Warranty Period: One year(s) from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 GENERAL REQUIREMENTS

A. Source Limitations: Obtain enclosed switches and circuit breakers, overcurrent protective devices, components, and accessories, within same product category, from single manufacturer.

B. Product Selection for Restricted Space: Drawings indicate maximum dimensions for enclosed switches and circuit breakers, including clearances between enclosures, and adjacent surfaces and other items. Comply with indicated maximum dimensions.

C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by an NRTL, and marked for intended location and application.

D. Comply with NFPA 70.

2.2 FUSIBLE SWITCHES

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. ABB, Electrification Products Division. 2. Eaton. 3. Siemens Industry, Inc., Energy Management Division. 4. Square D; Schneider Electric USA.

B. Type HD, Heavy Duty: 1. Single throw. 2. Three pole. 3. 240 600-V ac. 4. 1200 A and smaller . 5. UL 98 and NEMA KS 1, horsepower rated, with clips or bolt pads to accommodate

specified fuses.




26 28 16 - Page 3 of 6 08/17/2021


6. Lockable handle with capability to accept three padlocks, and interlocked with cover in closed position.

C. Accessories: 1. Equipment Ground Kit: Internally mounted and labeled for copper and aluminum ground

conductors. 2. Neutral Kit: Internally mounted; insulated, capable of being grounded and bonded; labeled

for copper and aluminum neutral conductors. 3. Class R Fuse Kit: Provides rejection of other fuse types when Class R fuses are specified. 4. Auxiliary Contact Kit: One NO/NC (Form "C") auxiliary contact(s), arranged to activate

before switch blades open. Contact rating - 120-V ac . 5. Lugs: Mechanical type, suitable for number, size, and conductor material. 6. Service-Rated Switches: Labeled for use as service equipment.

2.3 NONFUSIBLE SWITCHES


B. Type HD, Heavy Duty, Three Pole, Single Throw, 600-V ac, 1200 A and Smaller: UL 98 and NEMA KS 1, horsepower rated, lockable handle with capability to accept three padlocks, and interlocked with cover in closed position.

C. Accessories: 1. Neutral Kit: Internally mounted; insulated, capable of being grounded and bonded; labeled

for copper and aluminum neutral conductors. 2. Auxiliary Contact Kit: One NO/NC (Form "C") auxiliary contact(s), arranged to activate

before switch blades open. Contact rating - 120-V ac . 3. Lugs: Mechanical type, suitable for number, size, and conductor material.

2.4 MOLDED-CASE CIRCUIT BREAKERS


B. Circuit breakers shall be constructed using glass-reinforced insulating material. Current carrying components shall be completely isolated from the handle and the accessory mounting area.

C. Circuit breakers shall have a toggle operating mechanism with common tripping of all poles, which provides quick-make, quick-break contact action. The circuit-breaker handle shall be over center, be trip free, and reside in a tripped position between on and off to provide local trip indication. Circuit-breaker escutcheon shall be clearly marked on and off in addition to providing international I/O markings. Equip circuit breaker with a push-to-trip button, located on the face of the circuit breaker to mechanically operate the circuit-breaker tripping mechanism for maintenance and testing purposes.





26 28 16 - Page 4 of 6 08/17/2021


D. The maximum ampere rating and UL, IEC, or other certification standards with applicable voltage systems and corresponding interrupting ratings shall be clearly marked on face of circuit breaker. Circuit breakers shall be 100 percent rated .

E. MCCBs shall be equipped with a device for locking in the isolated position.

F. Lugs shall be suitable for 167 deg F rated wire .

G. Standard: Comply with UL 489 with interrupting capacity to comply with available fault currents.

H. Thermal-Magnetic Circuit Breakers: Inverse time-current thermal element for low-level overloads and instantaneous magnetic trip element for short circuits. Adjustable magnetic trip setting for circuit-breaker frame sizes 125 A and larger.

I. Electronic Trip Circuit Breakers: Field-replaceable rating plug, rms sensing, with the following field-adjustable settings: 1. Instantaneous trip. 2. Long- and short-time pickup levels. 3. Long- and short-time time adjustments. 4. Ground-fault pickup level, time delay, and I-squared t response.

J. Ground-Fault Circuit-Interrupter (GFCI) Circuit Breakers: Single- and two-pole configurations with Class A ground-fault protection (6-mA trip).

K. Ground-Fault Equipment-Protection (GFEP) Circuit Breakers: With Class B ground-fault protection (30-mA trip).

L. Features and Accessories: 1. Standard frame sizes, trip ratings, and number of poles. 2. Lugs: Mechanical type, suitable for number, size, trip ratings, and conductor material.

2.5 ENCLOSURES

A. Enclosed Switches and Circuit Breakers: UL 489, NEMA KS 1, NEMA 250, and UL 50, to comply with environmental conditions at installed location.

B. Enclosure Finish: The enclosure shall be gray baked enamel paint, electrodeposited on cleaned, phosphatized steel (NEMA 250 Type 1) gray baked enamel paint, electrodeposited on cleaned, phosphatized galvannealed steel (NEMA 250 Types 3R, 12) a brush finish on Type 304 stainless steel (NEMA 250 Type 4-4X stainless steel) .

C. Conduit Entry: NEMA 250 Types 4, 4X, and 12 enclosures shall contain no knockouts. NEMA 250 Types 7 and 9 enclosures shall be provided with threaded conduit openings in both endwalls.

D. Operating Mechanism: The circuit-breaker operating handle shall be externally operable with the operating mechanism being an integral part of the box, not the cover directly operable through the front cover of the enclosure (NEMA 250 Type 1) directly operable through the dead front trim of the enclosure (NEMA 250 Type 3R) externally operable with the operating mechanism being an integral part of the cover (NEMA 250 Types 7, 9). The cover interlock mechanism shall have an externally operated override. The override shall not permanently disable the interlock mechanism, which shall return to the locked position once the override is released. The tool used to override the cover interlock mechanism shall not be required to enter the enclosure in order to override the interlock.



26 28 16 - Page 5 of 6 08/17/2021


E. Enclosures designated as NEMA 250 Type 4, 4X stainless steel, 12, or 12K shall have a dual cover interlock mechanism to prevent unintentional opening of the enclosure cover when the circuit breaker is ON and to prevent turning the circuit breaker ON when the enclosure cover is open.

F. NEMA 250 Type 7/9 enclosures shall be furnished with a breather and drain kit to allow their use in outdoor and wet location applications.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine elements and surfaces to receive enclosed switches and circuit breakers for compliance with installation tolerances and other conditions affecting performance of the Work.

B. Proceed with installation only after unsatisfactory conditions have been corrected. 1. Commencement of work shall indicate Installer's acceptance of the areas and conditions

as satisfactory.

3.2 PREPARATION

A. Interruption of Existing Electric Service: Do not interrupt electric service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary electric service according to requirements indicated: 1. Notify Architect no fewer than three days in advance of proposed interruption of electric

service. 2. Indicate method of providing temporary electric service. 3. Do not proceed with interruption of electric service without Architect's written permission. 4. Comply with NFPA 70E.

3.3 ENCLOSURE ENVIRONMENTAL RATING APPLICATIONS

A. Enclosed Switches and Circuit Breakers: Provide enclosures at installed locations with the following environmental ratings. 1. Indoor, Dry and Clean Locations: NEMA 250, Type 1 . 2. Outdoor Locations: NEMA 250, Type 3R . 3. Wash-Down Areas: NEMA 250, Type 4X , stainless steel . 4. Other Wet or Damp, Indoor Locations: NEMA 250, Type 4 . 5. Indoor Locations Subject to Dust, Falling Dirt, and Dripping Noncorrosive Liquids:

NEMA 250, Type 12.

3.4 INSTALLATION

A. Coordinate layout and installation of switches, circuit breakers, and components with equipment served and adjacent surfaces. Maintain required workspace clearances and required clearances for equipment access doors and panels.

B. Install individual wall-mounted switches and circuit breakers with tops at uniform height unless otherwise indicated.

C. Comply with mounting and anchoring requirements specified in Section 26 05 48.16 "Seismic Controls for Electrical Systems."



26 28 16 - Page 6 of 6 08/17/2021


D. Temporary Lifting Provisions: Remove temporary lifting of eyes, channels, and brackets and temporary blocking of moving parts from enclosures and components.

E. Install fuses in fusible devices.

F. Comply with NFPA 70 and NECA 1.

3.5 IDENTIFICATION

A. Comply with requirements in Section 26 05 53 "Identification for Electrical Systems." 1. Identify field-installed conductors, interconnecting wiring, and components; provide

warning signs. 2. Label each enclosure with engraved metal or laminated-plastic nameplate.

3.6 ADJUSTING

A. Adjust moving parts and operable components to function smoothly, and lubricate as recommended by manufacturer.

B. Set field-adjustable circuit-breaker trip ranges




26 29 13.03 - Page 1 of 6 08/17/2021


SECTION 26 29 13.03 - MANUAL AND MAGNETIC MOTOR CONTROLLERS

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Enclosed full-voltage magnetic motor controllers. 2. Combination full-voltage magnetic motor controllers. 3. Enclosures. 4. Accessories. 5. Identification.

1.3 DEFINITIONS

A. CPT: Control power transformer.

B. MCCB: Molded-case circuit breaker.

C. MCP: Motor circuit protector.

D. NC: Normally closed.

E. OCPD: Overcurrent protective device.

F. SCCR: Short-circuit current rating.

G. SCPD: Short-circuit protective device.


A. Product Data: For each type of product. 1. Include rated capacities, operating characteristics, electrical characteristics, and furnished


B. Shop Drawings: For each type of magnetic controller. 1. Include plans, elevations, sections, and mounting details. 2. Indicate dimensions, weights, required clearances, and location and size of each field

connection. 3. Wire Termination Diagrams and Schedules: Include diagrams for signal, and control wiring.

Identify terminals and wiring designations and color-codes to facilitate installation, operation, and maintenance. Indicate recommended types, wire sizes, and circuiting arrangements for field-installed wiring, and show circuit protection features. Differentiate between manufacturer-installed and field-installed wiring.

4. Include features, characteristics, ratings, and factory settings of individual overcurrent protective devices and auxiliary components.



26 29 13.03 - Page 2 of 6 08/17/2021



A. Operation and Maintenance Data: For magnetic controllers to include in operation and maintenance manuals. 1. In addition to items specified in Section 01 78 23 "Operation and Maintenance Data,"

include the following: a. Routine maintenance requirements for magnetic controllers and installed

components. b. Manufacturer's written instructions for testing and adjusting circuit breaker and MCP

trip settings. c. Manufacturer's written instructions for setting field-adjustable overload relays. d. Load-Current and Overload-Relay Heater List: Compile after motors have been

installed, and arrange to demonstrate that selection of heaters suits actual motor nameplate full-load currents.

e. Load-Current and List of Settings of Adjustable Overload Relays: Compile after motors have been installed, and arrange to demonstrate that switch settings for motor-running overload protection suit actual motors to be protected.


A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Fuses for Fused Switches: Equal to 10 percent of quantity installed for each size and type,

but no fewer than three of each size and type. 2. Control Power Fuses: Equal to 10 percent of quantity installed for each size and type, but

no fewer than two of each size and type. 3. Indicating Lights: Two of each type and color installed. 4. Auxiliary Contacts: Furnish one spare(s) for each size and type of magnetic controller

installed. 5. Power Contacts: Furnish three spares for each size and type of magnetic contactor

installed. 6. .


A. Store controllers indoors in clean, dry space with uniform temperature to prevent condensation. Protect controllers from exposure to dirt, fumes, water, corrosive substances, and physical damage.

B. If stored in areas subject to weather, cover controllers to protect them from weather, dirt, dust, corrosive substances, and physical damage. Remove loose packing and flammable materials from inside controllers; .


A. Ambient Environment Ratings: Rate equipment for continuous operation under the following conditions unless otherwise indicated: 1. Ambient Temperature: Not less than23 deg F and not exceeding 104 deg F. 2. Altitude: Not exceeding 6600 feet for electromagnetic and manual devices. 3. The effect of solar radiation is not significant.



26 29 13.03 - Page 3 of 6 08/17/2021


PART 2 - PRODUCTS


A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and use.

B. UL Compliance: Fabricate and label magnetic motor controllers to comply with UL 508 and UL 60947-4-1.

C. NEMA Compliance: Fabricate motor controllers to comply with ICS 2.

2.2 COMBINATION FULL-VOLTAGE MAGNETIC MOTOR CONTROLLER

A. Description: Factory-assembled, combination full-voltage magnetic motor controller consisting of the controller described in this article, indicated disconnecting means, SCPD and OCPD, in a single enclosure.

B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Eaton. 2. Siemens Industry, Inc., Energy Management Division. 3. Square D; Schneider Electric USA.

C. Standard: Comply with NEMA ICS 2, general purpose, Class A.

D. Configuration: Nonreversing .

E. Contactor Coils: Pressure-encapsulated type with coil transient suppressors when indicated. 1. Operating Voltage: Manufacturer's standard, unless indicated.

F. Control Power: 1. For on-board control power, obtain from line circuit or from integral CPT. The CPT shall

have capacity to operate integral devices and remotely located pilot, indicating, and control devices. a. Spare CPT Capacity as Indicated on Drawings: 100 VA.

G. Overload Relays: 1. Thermal Overload Relays:

a. Inverse-time-current characteristic. b. Class 10 tripping characteristic. c. Heaters in each phase shall be matched to nameplate full-load current of actual

protected motor and with appropriate adjustment for duty cycle. d. Ambient compensated. e. Automatic resetting.

H. Fusible Disconnecting Means: 1. NEMA KS 1, heavy-duty, horsepower-rated, fusible switch with clips or bolt pads to

accommodate indicated fuses. 2. Lockable Handle: Accepts three padlocks and interlocks with cover in closed position.

I. Nonfusible Disconnecting Means: 1. NEMA KS 1, heavy-duty, horsepower-rated, nonfusible switch. 2. Lockable Handle: Accepts three padlocks and interlocks with cover in closed position.




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2.3 ENCLOSURES

A. Comply with NEMA 250, type designations as indicated on Drawings, complying with environmental conditions at installed location.

B. The construction of the enclosures shall comply with NEMA ICS 6.

C. Controllers in hazardous (classified) locations shall comply with UL 1203.

2.4 ACCESSORIES

A. General Requirements for Control Circuit and Pilot Devices: NEMA ICS 5; factory installed in controller enclosure cover unless otherwise indicated. 1. Push Buttons, Pilot Lights, and Selector Switches: Standard-duty, except as needed to

match enclosure type. Heavy-duty or oil-tight where indicated in the controller schedule. a. Push Buttons: As indicated in the controller schedule. b. Pilot Lights: As indicated in the controller schedule.

2. Elapsed Time Meters: Heavy duty with digital readout in hours ; nonresettable . 3. Meters: Panel type, 2-1/2-inch minimum size with 90- or 120-degree scale and plus or

minus two percent accuracy. Where indicated, provide selector switches with an off position.

B. Motor protection relays shall be with solid-state sensing circuit and isolated output contacts for hardwired connections. 1. Phase-failure. 2. Phase-reversal, with bicolor LED to indicate normal and fault conditions. Automatic reset

when phase reversal is corrected. 3. Under/overvoltage, operate when the circuit voltage reaches a preset value, and drop out

when the operating voltage drops to a level below the preset value. Include adjustable time-delay setting.

C. Space heaters, with NC auxiliary contacts, to mitigate condensation in Type 3R enclosures installed outdoors or in unconditioned interior spaces subject to humidity and temperature swings.

2.5 IDENTIFICATION

A. Controller Nameplates: Laminated acrylic or melamine plastic signs, as described in Section 26 05 53 "Identification for Electrical Systems," for each compartment, mounted with corrosion-resistant screws.

B. Arc-Flash Warning Labels: 1. Comply with requirements in Section 26 05 73.19 "Arc-Flash Hazard Analysis." Produce a

3.5-by-5-inch self-adhesive equipment label for each work location included in the analysis. 2. Comply with requirements in Section 26 05 53 "Identification for Electrical Systems."

Produce a 3.5-by-5-inch self-adhesive equipment label for each work location included in the analysis. Labels shall be machine printed, with no field-applied markings. a. The label shall have an orange header with the wording, "WARNING, ARC-FLASH

HAZARD," and shall include the following information taken directly from the arc-flash hazard analysis: 1) Location designation. 2) Nominal voltage. 3) Flash protection boundary. 4) Hazard risk category. 5) Incident energy.



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6) Working distance. 7) Engineering report number, revision number, and issue date.

b. Labels shall be machine printed, with no field-applied markings.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas and space conditions for compliance with requirements for motor controllers, their relationship with the motors, and other conditions affecting performance of the Work.

3.2 INSTALLATION


B. Wall-Mounted Controllers: Install magnetic controllers on walls with tops at uniform height indicated, and by bolting units to wall or mounting on lightweight structural-steel channels bolted to wall. For controllers not at walls, provide freestanding racks complying with Section 26 05 29 "Hangers and Supports for Electrical Systems" unless otherwise indicated.

C. Comply with requirements for seismic control devices specified in Section 26 05 48.16 "Seismic Controls for Electrical Systems."

D. Maintain minimum clearances and workspace at equipment according to manufacturer's written instructions and NFPA 70.

E. Wiring within Enclosures: Bundle, lace, and train conductors to terminal points with no excess and without exceeding manufacturer's limitations on bending radii. Install lacing bars and distribution spools.

F. Setting of Overload Relays: Select and set overloads on the basis of full-load current rating as shown on motor nameplate. Adjust setting value for special motors as required by NFPA 70 for motors that are high-torque, high-efficiency, and so on.

3.3 IDENTIFICATION

A. Identify system components, wiring, cabling, and terminals. Comply with requirements for identification specified in Section 26 05 53 "Identification for Electrical Systems."

3.4 SYSTEM FUNCTION TESTS

A. System function tests shall prove the correct interaction of sensing, processing, and action devices. Perform system function tests after field quality control tests have been completed and all components have passed specified tests. 1. Develop test parameters and perform tests for the purpose of evaluating performance of

integral components and their functioning as a complete unit within design requirements and manufacturer's published data.

2. Verify the correct operation of interlock safety devices for fail-safe functions in addition to design function.

3. Verify the correct operation of sensing devices, alarms, and indicating devices.

B. Motor controller will be considered defective if it does not pass the system function tests and inspections.



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3.5 DEMONSTRATION

A. Train Owner's maintenance personnel to adjust, operate, and maintain starters.



LED INTERIOR LIGHTING 26 51 19 - Page 1 of 6

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SECTION 26 51 19 - LED INTERIOR LIGHTING

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Downlight. 2. Recessed, linear. 3. Strip light. 4. Surface mount, linear. 5. Materials. 6. Luminaire support.

B. Related Requirements: 1. Section 26 09 23 "Lighting Control Devices" for automatic control of lighting, including time

switches, photoelectric relays, occupancy sensors, and multipole lighting relays and contactors.

2. Section 26 09 43.16 "Addressable-Luminaire Lighting Controls" and Section 26 09 43.23 "Relay-Based Lighting Controls" for manual or programmable control systems with low-voltage control wiring or data communication circuits.

1.3 DEFINITIONS

A. CCT: Correlated color temperature.

B. CRI: Color Rendering Index.

C. Fixture: See "Luminaire."

D. IP: International Protection or Ingress Protection Rating.

E. LED: Light-emitting diode.

F. Lumen: Measured output of lamp and luminaire, or both.

G. Luminaire: Complete lighting unit, including reflector and housing.


A. Product Data: For each type of product. 1. Arrange in order of luminaire designation. 2. Include data on features, accessories, and finishes. 3. Include physical description and dimensions of luminaires. 4. Include emergency lighting units, including batteries and chargers. 5. Include life, output (lumens, CCT, and CRI), and energy-efficiency data. 6. Photometric data and adjustment factors based on laboratory tests .



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a. Manufacturers' Certified Data: Photometric data certified by manufacturer's laboratory with a current accreditation under the National Voluntary Laboratory Accreditation Program for Energy Efficient Lighting Products.

b. Testing Agency Certified Data: For indicated luminaires, photometric data certified by a qualified independent testing agency. Photometric data for remaining luminaires shall be certified by manufacturer.

B. Shop Drawings: For nonstandard or custom luminaires. 1. Include plans, elevations, sections, and mounting and attachment details. 2. Include details of luminaire assemblies. Indicate dimensions, weights, loads, required

clearances, method of field assembly, components, and location and size of each field connection.

3. Include diagrams for power, signal, and control wiring.

C. Product Schedule: For luminaires and lamps. Use same designations indicated on Drawings.


A. Operation and Maintenance Data: For luminaires and lighting systems to include in operation and maintenance manuals. 1. Provide a list of all lamp types used on Project; use ANSI and manufacturers' codes.


A. Provide luminaires from a single manufacturer for each luminaire type.


A. Protect finishes of exposed surfaces by applying a strippable, temporary protective covering before shipping.

1.8 WARRANTY

A. Warranty: Manufacturer and Installer agree to repair or replace components of luminaires that fail in materials or workmanship within specified warranty period.

B. Warranty Period: Five year(s) from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 LUMINAIRE REQUIREMENTS


B. Factory-Applied Labels: Comply with UL 1598. Locate labels where they will be readily visible to service personnel, but not seen from normal viewing angles when luminaires are in place. 1. Label shall include the following luminaire characteristics:

a. Luminaire model number, CCT, CRI, lumen output and wattage.

C. Recessed luminaires shall comply with NEMA LE 4.

D. NRTL Compliance: Luminaires for hazardous locations shall be listed and labeled for indicated class and division of hazard by an NRTL.



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E. FM Global Compliance: Luminaires for hazardous locations shall be listed and labeled for indicated class and division of hazard by FM Global.

F. Internal driver

G. CRI of minimum 80. CCT as indicated by model number on plans.

H. L70 Rating of luminaire minimum of 50,000 hours.

I. Nominal Operating Voltage: 120 V - 277 V ac.

J. Lens Thickness: At least 0.125 inch minimum unless otherwise indicated.

K. DesignLights Consortium qualified (DLC)

2.2 DOWNLIGHT .

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Cooper Lighting Solutions; Signify North America Corp. 2. Lithonia Lighting; Acuity Brands Lighting, Inc.

B. Nominal Operating Voltage: 120 V ac .

C. Lamp: 1. Lumens per fixture schedule 2. Minimum allowable efficacy of 100 lm/W. 3. CRI of minimum 80 . CCT as indicated per fixture schedule . 4. Rated lamp life of 100,000 hours to L70. 5. Dimmable from 100 percent to zero percent of maximum light output. 6. Internal driver. 7. User-Replaceable Lamps:

a. Bulb shape complying with ANSI C78.79. b. Lamp base complying with ANSI C81.61 or IEC 60061-1.

8. Lens Thickness: At least 0.125-inch minimum unless otherwise indicated.

D. Housings: 1. Extruded-aluminum housing and heat sink. 2. Universal mounting bracket. 3. Integral junction box with conduit fittings.

E. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under operating conditions, and designed to permit relamping without use of tools. Designed to prevent doors, frames, lenses, diffusers, and other components from falling accidentally during relamping and when secured in operating position.

F. Diffusers and Globes: 1. Fixed lens. 2. Light distribution per fixture schedule. 3. Prismatic acrylic . 4. Acrylic Diffusers: One hundred percent virgin acrylic plastic, with high resistance to

yellowing and other changes due to aging, exposure to heat, and UV radiation. 5. Glass: Annealed crystal glass unless otherwise indicated. 6. Lens Thickness: At least 0.125-inch minimum unless otherwise indicated.




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G. Standards: 1. ENERGY STAR certified. 2. RoHS compliant. 3. UL Listing: Listed for damp location. 4. Recessed luminaires shall comply with NEMA LE 4.

2.3 RECESSED, LINEAR .



C. Lamp: 1. Minimum 2500 lm. 2. Minimum allowable efficacy of 100 lm/W. 3. CRI of minimum 80 . CCT per fixture schedule. 4. Rated lamp life of 100,000 hours to L70. 5. Dimmable from 100 percent to one percent of maximum light output. 6. Internal driver. 7. Lens Thickness: At least 0.125-inch minimum unless otherwise indicated.

2.4 STRIP LIGHT .



C. Lamp: 1. Minimum 3200 lm. 2. Minimum allowable efficacy of 100 lm/W. 3. CRI of minimum 80 . CCT per fixture schedule 4100 K 4000 K . 4. Rated lamp life of 100,000 hours to L70. 5. Dimmable from 100 percent to zero percent of maximum light output. 6. Internal driver. 7. Lens Thickness: At least 0.125-inch minimum unless otherwise indicated.

2.5 SURFACE MOUNT, LINEAR .



C. Lamp: 1. Minimum 2500 lm. 2. Minimum allowable efficacy of 100 lm/W. 3. CRI of minimum 80 . CCT of 4100 K .






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4. Rated lamp life of 100,000 hours to L70. 5. Dimmable from 100 percent to one percent of maximum light output. 6. Internal driver.

2.6 METAL FINISHES

A. Variations in finishes are unacceptable in the same piece. Variations in finishes of adjoining components are acceptable if they are within the range of approved Samples and if they can be and are assembled or installed to minimize contrast.

2.7 LUMINAIRE SUPPORT

A. Comply with requirements in Section 26 05 29 "Hangers and Supports for Electrical Systems" for channel and angle iron supports and nonmetallic channel and angle supports.

B. Single-Stem Hangers: 1/2-inch steel tubing with swivel ball fittings and ceiling canopy. Finish same as luminaire.

C. Wires: ASTM A641/A641M, Class 3, soft temper, zinc-coated steel, 12 gage .

D. Rod Hangers: 3/16-inch minimum diameter, cadmium-plated, threaded steel rod.

E. Hook Hangers: Integrated assembly matched to luminaire, line voltage, and equipment with threaded attachment, cord, and locking-type plug.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

B. Examine roughing-in for luminaire to verify actual locations of luminaire and electrical connections before luminaire installation. 1. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 TEMPORARY LIGHTING

A. If approved by the Architect, use selected permanent luminaires for temporary lighting. When construction is sufficiently complete, clean luminaires used for temporary lighting and install new lamps.

3.3 INSTALLATION


B. Install luminaires level, plumb, and square with ceilings and walls unless otherwise indicated.

C. Supports: 1. Sized and rated for luminaire weight. 2. Able to maintain luminaire position after cleaning and relamping. 3. Provide support for luminaire without causing deflection of ceiling or wall. 4. Luminaire-mounting devices shall be capable of supporting a horizontal force of 100

percent of luminaire weight and a vertical force of 400 percent of luminaire weight.



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D. Flush-Mounted Luminaires: 1. Secured to outlet box. 2. Attached to ceiling structural members at four points equally spaced around circumference

of luminaire. 3. Trim ring flush with finished surface.

E. Wall-Mounted Luminaires: 1. Attached to structural members in walls . 2. Do not attach luminaires directly to gypsum board.

F. Suspended Luminaires: 1. Ceiling Mount:

a. Four-point pendant mount with 5/32-inch- diameter aircraft cable supports . b. Hook mount.

2. Pendants and Rods: Where longer than 48 inches, brace to limit swinging. 3. Stem-Mounted, Single-Unit Luminaires: Suspend with twin-stem hangers. Support with

approved outlet box and accessories that hold stem and provide damping of luminaire oscillations. Support outlet box vertically to building structure using approved devices.

4. Continuous Rows of Luminaires: Use tubing or stem for wiring at one point and wire support for suspension for each unit length of luminaire chassis, including one at each end.

5. Do not use ceiling grid as support for pendant luminaires. Connect support wires or rods to building structure.

G. Ceiling-Grid-Mounted Luminaires: 1. Secure to any required outlet box. 2. Secure luminaire to the luminaire opening using approved fasteners in a minimum of four

locations, spaced near corners of luminaire. 3. Use approved devices and support components to connect luminaire to ceiling grid and

building structure in a minimum of four locations, spaced near corners of luminaire.

H. Comply with requirements in Section 26 05 19 "Low-Voltage Electrical Power Conductors and Cables" for wiring connections.

3.4 IDENTIFICATION

A. Identify system components, wiring, cabling, and terminals. Comply with requirements for identification specified in Section 26 05 53 "Identification for Electrical Systems."

3.5 STARTUP SERVICE

A. Comply with requirements for startup specified in Section 26 09 43.16 "Addressable-Luminaire Lighting Controls."




27 05 28 - Page 1 of 10 08/17/2021


SECTION 27 05 28 - PATHWAYS FOR COMMUNICATIONS SYSTEMS

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Metal conduits and fittings. 2. Nonmetallic conduits and fittings. 3. Optical-fiber-cable pathways and fittings. 4. Metallic surface pathways. 5. Tele-power poles. 6. Hooks. 7. Boxes, enclosures, and cabinets. 8. Polymer-concrete handholes and boxes for exterior underground cabling.

1.3 DEFINITIONS

A. ARC: Aluminum rigid conduit.

B. GRC: Galvanized rigid conduit.

C. IMC: Intermediate metal conduit.

D. RTRC: Reinforced thermosetting resin conduit.


A. Product data for the following: 1. Surface pathways 2. Wireways and fittings. 3. Tele-power poles. 4. Boxes, enclosures, and cabinets. 5. Underground handholes and boxes.

B. Shop Drawings: For custom enclosures and cabinets and custom underground handholes and boxes. Include plans, elevations, sections, and attachment details.

PART 2 - PRODUCTS

2.1 METAL CONDUITS AND FITTINGS

A. Description: Metal raceway of circular cross section with manufacturer-fabricated fittings.

B. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. ABB, Electrification Products Division. 2. AFC Cable Systems; Atkore International.




27 05 28 - Page 2 of 10 08/17/2021


3. Allied Tube & Conduit; Atkore International. 4. Southwire Company. 5. Wheatland Tube; Zekelman Industries.

C. General Requirements for Metal Conduits and Fittings: 1. Listed and labeled as defined in NFPA 70, by a nationally recognized testing laboratory,

and marked for intended location and application. 2. Comply with TIA-569-D.

D. GRC: Comply with ANSI C80.1 and UL 6.

E. IMC: Comply with ANSI C80.6 and UL 1242.

F. EMT: Comply with ANSI C80.3 and UL 797.

G. Fittings for Metal Conduit: Comply with NEMA FB 1 and UL 514B. 1. Conduit Fittings for Hazardous (Classified) Locations: Comply with UL 1203 and NFPA 70. 2. Fittings for EMT:

a. Material: die cast. 1) Type: compression.

3. Expansion Fittings: PVC or steel to match conduit type, complying with UL-467, rated for environmental conditions where installed, and including flexible external bonding jumper.

4. Coating for Fittings for PVC-Coated Conduit: Minimum thickness of 0.040 inch, with overlapping sleeves protecting threaded joints.

H. Joint Compound for IMC, GRC, or ARC: Approved, as defined in NFPA 70, by authorities having jurisdiction for use in conduit assemblies, and compounded for use to lubricate and protect threaded conduit joints from corrosion and to enhance their conductivity.

2.2 NONMETALLIC CONDUITS AND FITTINGS

A. Description: Nonmetallic raceway of circular section with manufacturer-fabricated fittings.

B. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. ABB, Electrification Products Division. 2. AFC Cable Systems; Atkore International. 3. Allied Tube & Conduit; Atkore International. 4. Dura-Line. 5. Electri-Flex Company.

C. General Requirements for Nonmetallic Conduits and Fittings: 1. Listed and labeled as defined in NFPA 70, by an NRTL, and marked for intended location

and application. 2. Comply with TIA-569-D.

D. RNC: Type EPC-40-PVC , complying with NEMA TC 2 and UL 651 unless otherwise indicated.

E. Fittings: Comply with NEMA TC 3; match to conduit or tubing type and material.

F. Solvents and Adhesives: As recommended by conduit manufacturer.




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2.3 OPTICAL-FIBER-CABLE PATHWAYS AND FITTINGS

A. Description: Comply with UL 2024; flexible-type pathway with a circular cross section, approved for plenum riser or general-use installation unless otherwise indicated.

B. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. ABB, Electrification Products Division. 2. Alpha Wire. 3. Dura-Line.

C. Listed and labeled as defined in NFPA 70, by an NRTL, and marked for intended location and application.

D. Comply with TIA-569-D.

2.4 SURFACE METAL PATHWAYS

A. Description: Galvanized steel with snap-on covers, complying with UL 5.

B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Panduit Corp. 2. Wiremold; Legrand North America, LLC.

C. Finish: Manufacturer's standard enamel finish in color selected by Architect .

D. Listed and labeled as defined in NFPA 70, by an NRTL, and marked for intended location and application.

E. Comply with TIA-569-D.

2.5 TELE-POWER POLES:

A. Description: Prefabricated, finished metal pole with prewired power and communications outlets.


C. Material: Galvanized steel with ivory baked-enamel finish .

D. Fittings and Accessories: Dividers, end caps, covers, cutouts, wiring harnesses, devices, mounting materials, and other fittings shall match and mate with tele-power pole as required for complete system.

E. Listed and labeled as defined in NFPA 70, by an NRTL, and marked for intended location and application.

F. Comply with TIA-569-D.






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2.6 HOOKS

A. Description: Prefabricated sheet metal cable supports for telecommunications cable.


C. Listed and labeled as defined in NFPA 70, by an NRTL, and marked for intended location and application.

D. Comply with TIA-569-D.

E. Galvanized steel.

F. J U shape.

2.7 BOXES, ENCLOSURES, AND CABINETS

A. Description: Enclosures for communications.

B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. ABB, Electrification Products Division. 2. Hoffman; nVent. 3. Quazite; Hubbell Incorporated, Power Systems. 4. Raco Taymac Bell; Hubbell Incorporated, Commercial and Industrial. 5. Wiremold; Legrand North America, LLC.

C. General Requirements for Boxes, Enclosures, and Cabinets: 1. Comply with TIA-569-D. 2. Boxes, enclosures, and cabinets installed in wet locations shall be listed and labeled as

defined in NFPA 70, by an NRTL, and marked for use in wet locations. 3. Gangable boxes are allowed .

D. Sheet Metal Outlet and Device Boxes: Comply with NEMA OS 1 and UL 514A.

E. Metal Floor Boxes: 1. Material: Cast metal . 2. Type: Fully adjustable . 3. Shape: Round. 4. Metal floor boxes shall be listed and labeled as defined in NFPA 70, by a qualified testing

agency, and marked for intended location and application.

F. Nonmetallic Floor Boxes: Nonadjustable, round . 1. Nonmetallic floor boxes shall be listed and labeled as defined in NFPA 70, by a qualified

testing agency, and marked for intended location and application.

G. Small Sheet Metal Pull and Junction Boxes: NEMA OS 1.

H. Hinged-Cover Enclosures: Comply with UL 50 and NEMA 250, Type 3R Type 4 , with continuous-hinge cover with flush latch unless otherwise indicated. 1. Metal Enclosures: Steel, finished inside and out with manufacturer's standard enamel.





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2. Nonmetallic Enclosures: a. Material: Fiberglass. b. Finished inside with radio-frequency-resistant paint.

3. Interior Panels: Steel; all sides finished with manufacturer's standard enamel.

2.8 POLYMER-CONCRETE HANDHOLES

A. Description: Molded of sand and aggregate; bound together with polymer resin; and reinforced with steel, fiberglass, or a combination of the two.

B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Oldcastle Infrastructure Inc.; CRH Americas. 2. Quazite; Hubbell Incorporated, Power Systems.

C. General Requirements for Polymer Concrete Handholes: 1. Boxes and handholes for use in underground systems shall be listed and labeled as

defined in NFPA 70, by an NRTL, and marked for intended location and application. 2. Boxes installed in wet areas shall be listed and labeled as defined in NFPA 70, by an NRTL,

and marked for intended location and application. 3. Comply with TIA-569-D and SCTE 77.

D. Configuration: Designed for flush burial with open bottom unless otherwise indicated.

E. Cover: Weatherproof, secured by tamper-resistant locking devices and having structural load rating consistent with enclosure and handhole location. 1. Cover Finish: Nonskid finish shall have a minimum coefficient of friction of 0.50. 2. Cover Legend: Molded lettering, "ELECTRICAL" unless otherwise noted. .

F. Conduit Entrance Provisions: Conduit-terminating fittings shall mate with entering ducts for secure, fixed installation in enclosure wall.

G. Handholes 12 Inches Wide by 24 Inches Long and Larger: Have inserts for cable racks and pulling-in irons installed before concrete is poured.

PART 3 - EXECUTION

3.1 PATHWAY APPLICATION

A. Outdoors: Apply pathway products as specified below unless otherwise indicated: 1. Exposed Conduit: GRC . 2. Concealed Conduit, Aboveground: EMT . 3. Underground Conduit: RNC, Type EPC-40-PVC , direct buried . 4. Boxes and Enclosures, Aboveground: NEMA 250, Type 3R .

B. Indoors: Apply pathway products as specified below unless otherwise indicated: 1. Exposed, Not Subject to Physical Damage: EMT . 2. Exposed and Subject to Severe Physical Damage: GRC . Pathway locations include the

following: a. Loading dock. b. Corridors used for traffic of mechanized carts, forklifts, and pallet-handling units. c. Mechanical rooms. d. Gymnasiums

3. Concealed in Ceilings and Interior Walls and Partitions: EMT .




27 05 28 - Page 6 of 10 08/17/2021


4. Damp or Wet Locations: GRC . 5. Pathways for Concealed General-Purpose Distribution of Optical-Fiber or Communications

Cable: EMT . 6. Boxes and Enclosures: NEMA 250, Type 1, except use NEMA 250, Type 4 stainless steel

units in institutional and commercial kitchens and damp or wet locations.

C. Minimum Pathway Size: 3/4-inch trade size for copper and aluminum cables, and 1 inch for optical-fiber cables.

D. Pathway Fittings: Compatible with pathways and suitable for use and location. 1. Rigid and Intermediate Steel Conduit: Use threaded rigid steel conduit fittings unless

otherwise indicated. Comply with NEMA FB 2.10. 2. PVC Externally Coated, Rigid Steel Conduits: Use only fittings listed for use with this type

of conduit. Patch and seal all joints, nicks, and scrapes in PVC coating after installing conduits and fittings. Use sealant recommended by fitting manufacturer and apply in thickness and number of coats recommended by manufacturer.

3. EMT: Use set-screw , steel fittings. Comply with NEMA FB 2.10.

E. Do not install aluminum conduits, boxes, or fittings in contact with concrete or earth.

F. Install surface pathways only where indicated on Drawings.

G. Do not install nonmetallic conduit where ambient temperature exceeds 120 deg F .

3.2 INSTALLATION

A. Comply with the following standards for installation requirements except where requirements on Drawings or in this Section are stricter: 1. NECA 1. 2. NECA/BICSI 568. 3. TIA-569-D. 4. NECA 101 5. NECA 102. 6. NECA 105. 7. NECA 111.

B. Comply with NFPA 70 limitations for types of pathways allowed in specific occupancies and number of floors.

C. Comply with requirements in Section 07 84 13 "Penetration Firestopping" for firestopping materials and installation for penetrations through fire-rated walls, ceilings, and assemblies.

D. Comply with requirements in Section 27 05 29 "Hangers and Supports for Communications Systems" for hangers and supports.

E. Comply with requirements in Section 27 05 44 "Sleeves and Sleeve Seals for Communications Pathways and Cabling" for sleeves and sleeve seals for communications.

F. Keep pathways at least 6 inches away from parallel runs of flues and steam or hot-water pipes. Install horizontal pathway runs above water and steam piping.

G. Complete pathway installation before starting conductor installation.

H. Arrange stub-ups so curved portions of bends are not visible above finished slab.



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I. Install no more than the equivalent of two 90-degree bends in any pathway run. Support within 12 inches of changes in direction. Utilize long radius ells for all optical-fiber cables.

J. Conceal rigid conduit within finished walls, ceilings, and floors unless otherwise indicated. Install conduits parallel or perpendicular to building lines.

K. Support conduit within 12 inches of enclosures to which attached.

L. Pathways Embedded in Slabs: 1. Run conduit larger than 1-inch trade size, parallel or at right angles to main reinforcement.

Where at right angles to reinforcement, place conduit close to slab support. Secure pathways to reinforcement at maximum 10-foot intervals.

2. Arrange pathways to cross building expansion joints at right angles with expansion fittings. Comply with requirements for expansion joints specified in this article.

3. Arrange pathways to keep a minimum of 1 inch of concrete cover in all directions. 4. Do not embed threadless fittings in concrete unless specifically approved by Architect for

each specific location. 5. Change from nonmetallic conduit and fittings to GRC and fittings before rising above floor.

M. Stub-ups to Above Recessed Ceilings: 1. Use EMT, IMC, or RMC for pathways. 2. Use a conduit bushing or insulated fitting to terminate stub-ups not terminated in hubs or

in an enclosure.

N. Threaded Conduit Joints, Exposed to Wet, Damp, Corrosive, or Outdoor Conditions: Apply listed compound to threads of pathway and fittings before making up joints. Follow compound manufacturer's written instructions.

O. Coat field-cut threads on PVC-coated pathway with a corrosion-preventing conductive compound prior to assembly.

P. Terminate threaded conduits into threaded hubs or with locknuts on inside and outside of boxes or cabinets. Install insulated bushings on conduits terminated with locknuts.

Q. Install pathways square to the enclosure and terminate at enclosures with locknuts. Install locknuts hand tight plus one additional quarter-turn.

R. Do not rely on locknuts to penetrate nonconductive coatings on enclosures. Remove coatings in the locknut area prior to assembling conduit to enclosure, to assure a continuous ground path.

S. Cut conduit perpendicular to the length. For conduits of 2-inch trade size and larger, use roll cutter or a guide to ensure cut is straight and perpendicular to the length.

T. Install pull wires in empty pathways. Use polypropylene or monofilament plastic line with not less than 200-lb tensile strength. Leave at least 12 inches of slack at each end of pull wire. Secure pull wire, so it cannot fall into conduit. Cap pathways designated as spare alongside pathways in use.

U. Surface Pathways: 1. Install surface pathway for surface telecommunications outlet boxes only where indicated

on Drawings. 2. Install surface pathway with a minimum 2-inch radius control at bend points. 3. Secure surface pathway with screws or other anchor-type devices at intervals not

exceeding 48 inches and with no less than two supports per straight pathway section.



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Support surface pathway according to manufacturer's written instructions. Tape and glue are not acceptable support methods.

V. Pathways for Optical-Fiber and Communications Cable: Install pathways, metal and nonmetallic, rigid and flexible, as follows: 1. 3/4-Inch Trade Size and Smaller: Install pathways in maximum lengths of 50 feet. 2. 1-Inch Trade Size and Larger: Install pathways in maximum lengths of 75 feet. 3. Install with a maximum of two 90-degree bends or equivalent for each length of pathway

unless Drawings show stricter requirements. Separate lengths with pull or junction boxes or terminations at distribution frames or cabinets where necessary to comply with these requirements.

W. Install pathway-sealing fittings at accessible locations according to NFPA 70 and fill them with listed sealing compound. For concealed pathways, install each fitting in a flush steel box with a blank cover plate having a finish similar to that of adjacent plates or surfaces. Install pathway-sealing fittings according to NFPA 70.

X. Install devices to seal pathway interiors at accessible locations. Locate seals, so no fittings or boxes are between the seal and the following changes of environments. Seal the interior of all pathways at the following points: 1. Where conduits pass from warm to cold locations, such as boundaries of refrigerated

spaces. 2. Where an underground service pathway enters a building or structure. 3. Where otherwise required by NFPA 70.

Y. Comply with manufacturer's written instructions for solvent welding PVC conduit and fittings.

Z. Expansion-Joint Fittings: 1. Install in each run of aboveground RNC that is located where environmental temperature

change may exceed 30 deg F, and that has straight-run length that exceeds 25 feet. Install in each run of aboveground RMC that is located where environmental temperature change may exceed 100 deg F, and that has straight-run length that exceeds 100 feet.

2. Install type and quantity of fittings that accommodate temperature change listed for each of the following locations: a. Outdoor Locations Not Exposed to Direct Sunlight: 125 deg F temperature change. b. Outdoor Locations Exposed to Direct Sunlight: 155 deg F temperature change. c. Indoor Spaces Connected with Outdoors without Physical Separation: 125 deg F

temperature change. d. Attics: 135 deg F temperature change.

3. Install fitting(s) that provide expansion and contraction for at least 0.00041 inch per foot of length of straight run per deg F of temperature change for PVC conduits. Install fitting(s) that provide expansion and contraction for at least 0.000078 inch per foot of length of straight run per deg F of temperature change for metal conduits.

4. Install expansion fittings at all locations where conduits cross building or structure expansion joints.

5. Install each expansion-joint fitting with position, mounting, and piston setting selected according to manufacturer's written instructions for conditions at specific location at time of installation. Install conduit supports to allow for expansion movement.

AA. Hooks: 1. Size to allow a minimum of 25 percent future capacity without exceeding design capacity

limits. 2. Shall be supported by dedicated support wires. Do not use ceiling grid support wire or

support rods.



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3. Hook spacing shall allow no more than 6 inches of slack. The lowest point of the cables shall be no less than 6 inches adjacent to ceilings, mechanical ductwork and fittings, luminaires, power conduits, power and telecommunications outlets, and other electrical and communications equipment.

4. Space hooks no more than 5 feet o.c. 5. Provide a hook at each change in direction.

BB. Mount boxes at heights indicated on Drawings. If mounting heights of boxes are not individually indicated, give priority to ADA requirements. Install boxes with height measured to center of box unless otherwise indicated.

CC. Recessed Boxes in Masonry Walls: Saw-cut opening for box in center of cell of masonry block, and install box flush with surface of wall. Prepare block surface to provide a flat surface for a raintight connection between box and cover plate or supported equipment and box.

DD. Horizontally separate boxes mounted on opposite sides of walls, so they are not in the same vertical channel.

EE. Support boxes of three gangs or more from more than one side by spanning two framing members or mounting on brackets specifically designed for the purpose.

FF. Fasten junction and pull boxes to or support from building structure. Do not support boxes by conduits.

GG. Set metal floor boxes level and flush with finished floor surface.

HH. Set nonmetallic floor boxes level. Trim after installation to fit flush with finished floor surface.

3.3 INSTALLATION OF UNDERGROUND CONDUIT

A. Direct-Buried Conduit: 1. Excavate trench bottom to provide firm and uniform support for conduit. Prepare trench

bottom as specified in Section 31 20 00 "Earth Moving" for pipe of less than 6 inches in nominal diameter.

2. Install backfill as specified in Section 31 20 00 "Earth Moving." 3. After installing conduit, backfill and compact. Start at tie-in point, and work toward end of

conduit run, leaving conduit at end of run free to move with expansion and contraction as temperature changes during this process. Firmly hand tamp backfill around conduit to provide maximum supporting strength. After placing controlled backfill to within 12 inches of finished grade, make final conduit connection at end of run and complete backfilling with normal compaction as specified in Section 31 20 00 "Earth Moving."

4. Install manufactured duct elbows for stub-ups at poles and equipment and at building entrances through floor unless otherwise indicated. Encase elbows for stub-up ducts throughout length of elbow.

5. Install manufactured rigid steel conduit elbows for stub-ups at poles and equipment and at building entrances through floor. a. Couple steel conduits to ducts with adapters designed for this purpose, and encase

coupling with 3 inches of concrete around conduit for a minimum of 12 inches on each side of the coupling.

b. For stub-ups at equipment mounted on outdoor concrete bases and where conduits penetrate building foundations, extend steel conduit horizontally a minimum of 60 inches from edge of foundation or equipment base. Install insulated grounding bushings on terminations at equipment.

6. Warning Planks: Bury warning planks approximately 12 inches above direct-buried conduits, but a minimum of 6 inches below grade. Align planks along centerline of conduit.



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7. Underground Warning Tape: Comply with requirements in Section 27 05 53 "Identification for Communications Systems."

3.4 INSTALLATION OF UNDERGROUND HANDHOLES AND BOXES

A. Install handholes and boxes level and plumb and with orientation and depth coordinated with connecting conduits to minimize bends and deflections required for proper entrances.

B. Unless otherwise indicated, support units on a level bed of crushed stone or gravel, graded from 1/2-inch sieve to No. 4 sieve and compacted to same density as adjacent undisturbed earth.

C. Elevation: In paved areas, set so cover surface will be flush with finished grade. Set covers of other enclosures 1 inch above finished grade.

D. Install removable hardware, including pulling eyes, cable stanchions, cable arms, and insulators, as required for installation and support of cables and conductors and as indicated. Select arm lengths to be long enough to provide spare space for future cables, but short enough to preserve adequate working clearances in enclosure.

E. Field cut openings for conduits according to enclosure manufacturer's written instructions. Cut wall of enclosure with a tool designed for material to be cut. Size holes for terminating fittings to be used, and seal around penetrations after fittings are installed.

3.5 SLEEVE AND SLEEVE-SEAL INSTALLATION FOR COMMUNICATIONS PENETRATIONS

A. Install sleeves and sleeve seals at penetrations of exterior floor and wall assemblies. Comply with requirements in Section 27 05 44 "Sleeves and Sleeve Seals for Communications Pathways and Cabling."

3.6 FIRESTOPPING

A. Install firestopping at penetrations of fire-rated floor and wall assemblies. Comply with requirements in Section 07 84 13 "Penetration Firestopping."

3.7 PROTECTION

A. Protect coatings, finishes, and cabinets from damage or deterioration. 1. Repair damage to galvanized finishes with zinc-rich paint recommended by manufacturer. 2. Repair damage to PVC coatings or paint finishes with matching touchup coating

recommended by manufacturer.




27 05 29 - Page 1 of 4 08/17/2021


SECTION 27 05 29 - HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Steel slotted support systems for communication raceways. 2. Aluminum slotted support systems for communication raceways. 3. Mounting, anchoring, and attachment components, including powder-actuated fasteners,

mechanical expansion anchors, concrete inserts, clamps, through bolts, toggle bolts, and hanger rods.

4. Fabricated metal equipment support assemblies.



and profiles, and finishes for the following: a. Slotted support systems, hardware, and accessories. b. Clamps. c. Hangers. d. Sockets. e. Eye nuts. f. Fasteners. g. Anchors. h. Saddles. i. Brackets.

2. Include rated capacities and furnished specialties and accessories.

B. Shop Drawings: For fabrication and installation details for communications hangers and support systems. 1. Trapeze hangers. Include product data for components. 2. Steel slotted-channel systems. 3. Aluminum slotted-channel systems. 4. Equipment supports. 5. Vibration Isolation Base Details: Detail fabrication, including anchorages and attachments

to structure and to supported equipment. Include adjustable motor bases, rails, and frames for equipment mounting.

PART 2 - PRODUCTS


A. Surface-Burning Characteristics: Comply with ASTM E84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. 1. Flame Rating: Class 1. 2. Self-extinguishing according to ASTM D635.



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2.2 SUPPORT, ANCHORAGE, AND ATTACHMENT COMPONENTS

A. Steel Slotted Support Systems: Preformed steel channels and angles with minimum 13/32-inch- diameter holes at a maximum of 8 inches o.c. in at least one surface. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering

products that may be incorporated into the Work include, but are not limited to, the following: a. ABB, Electrification Products Division. b. Allied Tube & Conduit; Atkore International. c. B-line; Eaton, Electrical Sector. d. Haydon Corporation. e. Unistrut; Atkore International.

2. Standard: Comply with MFMA-4 factory-fabricated components for field assembly. 3. Material for Channel, Fittings, and Accessories: Galvanized steel . 4. Channel Width: 1-5/8 inches . 5. Metallic Coatings: Hot-dip galvanized after fabrication and applied according to MFMA-4. 6. Protect finishes on exposed surfaces from damage by applying a strippable, temporary

protective covering before shipping. 7. Channel Dimensions: Selected for applicable load criteria.

B. Aluminum Slotted Support Systems: Extruded aluminum channels and angles with minimum 13/32-inch- diameter holes at a maximum of 8 inches o.c. in at least one surface. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering

products that may be incorporated into the Work include, but are not limited to, the following: a. ABB, Electrification Products Division. b. Cooper Industries, Inc. c. Haydon Corporation. d. Unistrut; Atkore International.

2. Standard: Comply with MFMA-4 factory-fabricated components for field assembly. 3. Channel Material: 6063-T6 aluminum alloy. 4. Fittings and Accessories Material: 5052-H32 aluminum alloy. 5. Channel Width: 1-5/8 inches . 6. Painted Coatings: Manufacturer's standard painted coating applied according to MFMA-4. 7. Protect finishes on exposed surfaces from damage by applying a strippable, temporary

protective covering before shipping. 8. Channel Dimensions: Selected for applicable load criteria.

C. Mounting, Anchoring, and Attachment Components: Items for fastening electrical items or their supports to building surfaces include the following: 1. Powder-Actuated Fasteners: Threaded-steel stud for use in hardened portland cement

concrete, steel, or wood, with tension, shear, and pullout capacities appropriate for supported loads and building materials where used. a. Manufacturers: Subject to compliance with requirements, available manufacturers

offering products that may be incorporated into the Work include, but are not limited to, the following: 1) Hilti, Inc. 2) ITW Ramset/Red Head; Illinois Tool Works, Inc.

2. Mechanical-Expansion Anchors: Insert-wedge-type stainless steel for use in hardened portland cement concrete, with tension, shear, and pullout capacities appropriate for supported loads and building materials where used. a. Manufacturers: Subject to compliance with requirements, available manufacturers

offering products that may be incorporated into the Work include, but are not limited to, the following: 1) B-line; Eaton, Electrical Sector.







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2) Hilti, Inc. 3) ITW Ramset/Red Head; Illinois Tool Works, Inc. 4) MKT Fastening, LLC.

3. Clamps for Attachment to Steel Structural Elements: MSS SP-58 units are suitable for attached structural element.

4. Through Bolts: Structural type, hex head, and high strength. Comply with ASTM F3125/F3125M,Grade A325 .

5. Toggle Bolts: All-steel springhead type. 6. Hanger Rods: Threaded steel.

2.3 FABRICATED METAL EQUIPMENT SUPPORT ASSEMBLIES

A. Description: Welded or bolted structural-steel shapes, shop or field fabricated to fit dimensions of supported equipment.

B. Materials: Comply with requirements in Section 05 50 00 "Metal Fabrications" for steel shapes and plates.

PART 3 - EXECUTION

3.1 APPLICATION

A. Comply with the following standards for application and installation requirements of hangers and supports, except where requirements on Drawings or in this Section are stricter: 1. NECA 1. 2. NECA/BICSI 568. 3. TIA-569-D. 4. NECA 101. 5. NECA 105.

B. Comply with requirements in Section 07 84 13 "Penetration Firestopping" for firestopping materials and installation for penetrations through fire-rated walls, ceilings, and assemblies.

C. Comply with requirements for pathways specified in Section 27 05 28 "Pathways for Communications Systems."

D. Maximum Support Spacing and Minimum Hanger Rod Size for Raceway: Space supports for EMTs, IMCs, and RMCs as required by NFPA 70. Minimum rod size shall be 1/4 inch in diameter.

E. Multiple Raceways or Cables: Install trapeze-type supports fabricated with steel slotted support system, sized so capacity can be increased by at least 25 percent in future without exceeding specified design load limits. 1. Secure raceways and cables to these supports with single-bolt conduit clamps, using

spring friction action for retention in support channel.

F. Spring-steel clamps designed for supporting single conduits without bolts may be used for 1-1/2-inch and smaller raceways serving branch circuits and communication systems above suspended ceilings and for fastening raceways to trapeze supports.

3.2 SUPPORT INSTALLATION

A. Raceway Support Methods: In addition to methods described in NECA 1, EMT may be supported by openings through structure members, according to NFPA 70.



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B. Strength of Support Assemblies: Where not indicated, select sizes of components, so strength will be adequate to carry present and future static loads within specified loading limits. Minimum static design load used for strength determination shall be weight of supported components plus 200 lb .

C. Mounting and Anchorage of Surface-Mounted Equipment and Components: Anchor and fasten communications items and their supports to building structural elements by the following methods unless otherwise indicated by code: 1. To Wood: Fasten with lag screws or through bolts. 2. To Masonry: Use approved toggle-type bolts on hollow masonry units and expansion

anchor fasteners on solid masonry units. 3. To Steel: Welded threaded studs complying with AWS D1.1/D1.1M, with lock washers and

nuts Beam clamps (MSS SP-58, Type 19, 21, 23, 25, or 27), complying with MSS SP-69 .

D. Drill holes for expansion anchors in concrete at locations and to depths that avoid the need for reinforcing bars.

3.3 INSTALLATION OF FABRICATED METAL SUPPORTS

A. Comply with installation requirements in Section 05 50 00 "Metal Fabrications" for site-fabricated metal supports.

B. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and elevation to support and anchor communications materials and equipment.

C. Field Welding: Comply with AWS D1.1/D1.1M.




27 05 44 - Page 1 of 5 08/17/2021


SECTION 27 05 44 - SLEEVES AND SLEEVE SEALS FOR COMMUNICATIONS PATHWAYS AND CABLING

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Round sleeves. 2. Rectangular sleeves. 3. Sleeve seal systems. 4. Grout. 5. Pourable sealants. 6. Foam sealants.

B. Related Requirements: 1. Section 07 84 13 "Penetration Firestopping" for penetration firestopping installed in fire-

resistance-rated walls, horizontal assemblies, and smoke barriers, with and without penetrating items.



PART 2 - PRODUCTS

2.1 ROUND SLEEVES

A. Wall Sleeves, Steel: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Advance Products & Systems, LLC. b. CCI Piping Systems. c. Flexicraft Industries. d. GPT; an EnPro Industries company.

2. Description: ASTM A53/A53M, Type E, Grade B, Schedule 40, zinc coated, plain ends and integral waterstop.

B. Wall Sleeves, Cast Iron: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. American Ductile Iron Pipe. b. Flexicraft Industries. c. McWane Ductile.

2. Description: Cast or fabricated "wall pipe," equivalent to ductile-iron pressure pipe, with plain ends and integral waterstop.

C. Pipe Sleeves, PVC:





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1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. CCI Piping Systems. b. GPT; an EnPro Industries company. c. Metraflex Company (The).

2. Description: ASTM D1785, Schedule 40.

D. Molded Sleeves, PVC: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. ABB, Electrification Business. b. Arlington Industries, Inc. c. Reliance Worldwide Corporation.

2. Description: With nailing flange for attaching to wooden forms.

E. Molded Sleeves, PE or PP: 1. Manufacturers: Subject to compliance with requirements, provide products by the

following: a. Crete-Sleeve.

2. Description: Removable, tapered-cup shaped, and smooth outer surface with nailing flange for attaching to wooden forms.

F. Sheet Metal Sleeves, Galvanized Steel, Round: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Benefast. b. Specified Technologies, Inc.

2. Description: Galvanized-steel sheet; thickness not less than 0.0239-inch; round tube closed with welded longitudinal joint, with tabs for screw-fastening the sleeve to the board.

2.2 RECTANGULAR SLEEVES

A. Sheet Metal Sleeves, Galvanized Steel, Rectangular: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Abesco Fire LLC. b. Specified Technologies, Inc. c. Wiremold; Legrand North America, LLC.

2. Description: a. Material: Galvanized sheet steel. b. Minimum Metal Thickness:

1) For sleeve cross-section rectangle perimeter less than 50 inches and with no side larger than 16 inches, thickness must be 0.052 inch.

2) For sleeve cross-section rectangle perimeter not less than 50 inches or with one or more sides larger than 16 inches, thickness must be 0.138 inch.

2.3 SLEEVE SEAL SYSTEMS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Advance Products & Systems, LLC. 2. CALPICO, Inc. 3. Flexicraft Industries. 4. GPT; a division of EnPRO Industries. 5. Metraflex Company (The).









27 05 44 - Page 3 of 5 08/17/2021


B. Description: Modular sealing device, designed for field assembly, to fill annular space between sleeve and pathway or cable or between pathway and cable. 1. Sealing Elements: EPDM rubber interlocking links shaped to fit surface of pipe. Include

type and number required for pipe material and size of pipe. 2. Pressure Plates: Stainless steel. 3. Connecting Bolts and Nuts: Stainless steel of length required to secure pressure plates to

sealing elements.

2.4 GROUT

A. Manufacturers: Subject to compliance with requirements, provide products by the following: 1. W.R. Meadows, Inc.

B. Description: Nonshrink; recommended for interior and exterior sealing openings in non-fire-rated walls or floors. 1. Standard: ASTM C1107/C1107M, Grade B, post-hardening and volume-adjusting, dry,

hydraulic-cement grout. 2. Design Mix: 5000-psi, 28-day compressive strength. 3. Packaging: Premixed and factory packaged.

2.5 POURABLE SEALANTS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Carlisle SynTec Incorporated. 2. GAF. 3. Johns Manville; a Berkshire Hathaway company.

B. Description: Single-component, neutral-curing elastomeric sealants of grade indicated below. 1. Grade: Pourable (self-leveling) formulation for openings in floors and other horizontal

surfaces that are not fire rated.

2.6 FOAM SEALANTS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Dow Chemical Company (The). 2. Innovative Chemical Products (Building Solutions Group).

B. Description: Multicomponent, liquid elastomers that, when mixed, expand and cure in place to produce a flexible, nonshrinking foam. Foam expansion must not damage cables or crack penetrated structure.

PART 3 - EXECUTION

3.1 INSTALLATION OF SLEEVES FOR NON-FIRE-RATED ELECTRICAL PENETRATIONS


B. Sleeves for Conduits Penetrating Above-Grade, Non-Fire-Rated, Concrete and Masonry-Unit Floors and Walls: 1. Interior Penetrations of Non-Fire-Rated Walls and Floors:






27 05 44 - Page 4 of 5 08/17/2021


a. Seal space outside of sleeves with mortar or grout. Pack sealing material solidly between sleeve and wall or floor so no voids remain. Tool exposed surfaces smooth; protect material while curing.

b. Seal annular space between sleeve and pathway or cable, using joint sealant appropriate for size, depth, and location of joint. Comply with requirements in Section 07 92 00 "Joint Sealants."

2. Use pipe sleeves unless penetration arrangement requires rectangular sleeved opening. 3. Size pipe sleeves to provide 1/4-inch annular clear space between sleeve and pathway or

cable, unless sleeve seal system is to be installed. 4. Install sleeves for wall penetrations unless core-drilled holes or formed openings are used.

Install sleeves during erection of walls. Cut sleeves to length for mounting flush with both surfaces of walls. Deburr after cutting.

5. Install sleeves for floor penetrations. Extend sleeves installed in floors 2 inches above finished floor level. Install sleeves during erection of floors.

C. Sleeves for Conduits Penetrating Non-Fire-Rated Wall Assemblies: 1. Use circular metal sleeves unless penetration arrangement requires rectangular sleeved

opening. 2. Seal space outside of sleeves with approved joint compound for wall assemblies.

D. Roof-Penetration Sleeves: Seal penetration of individual pathways and cables with flexible boot-type flashing units applied in coordination with roofing work.

E. Aboveground, Exterior-Wall Penetrations: Seal penetrations using steel cast-iron pipe sleeves and mechanical sleeve seal systems. Size sleeves to allow for 1-inch annular clear space between pipe and sleeve for installing mechanical sleeve seals.

F. Underground, Exterior-Wall and Floor Penetrations: 1. Install steel cast-iron pipe sleeves with integral waterstops. Size sleeves to allow for 1-inch

annular clear space between pathway or cable and sleeve for installing sleeve seal system. Install sleeve during construction of floor or wall.

2. Install steel pipe sleeves. Size sleeves to allow for 1-inch annular clear space between pathway or cable and sleeve for installing sleeve seal system. Grout sleeve into wall or floor opening.

3.2 INSTALLATION OF RECTANGULAR SLEEVES AND SLEEVE SEALS

A. Install sleeves in existing walls without compromising structural integrity of walls. Do not cut structural elements without reinforcing the wall to maintain the designed weight bearing and wall stiffness.

B. Install conduits and cable with no crossings within the sleeve.

C. Fill opening around conduits and cables with expanding foam without leaving voids.

D. Provide metal sheet covering at both wall surfaces and finish to match surrounding surfaces. Metal sheet must be same material as sleeve.

3.3 INSTALLATION OF SLEEVE SEAL SYSTEMS

A. Install sleeve seal systems in sleeves in exterior concrete walls and slabs-on-grade at pathway entries into building.



27 05 44 - Page 5 of 5 08/17/2021


B. Install type and number of sealing elements recommended by manufacturer for pathway or cable material and size. Position pathway or cable in center of sleeve. Assemble mechanical sleeve seals and install in annular space between pathway or cable and sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal.




27 05 53 - Page 1 of 4 08/17/2021


SECTION 27 05 53 - IDENTIFICATION FOR COMMUNICATIONS SYSTEMS

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Underground-line warning tape. 2. Bands and tubes. 3. Cable ties. 4. Miscellaneous identification products. 5. Labels.



and profiles, and finishes for communications identification products.

PART 2 - PRODUCTS


A. Comply with NFPA 70 and TIA 606-B.

B. Comply with ANSI Z535.4 for safety signs and labels.

C. Adhesive-attached labeling materials, including label stocks, laminating adhesives, and inks used by label printers, shall comply with UL 969.

D. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes. 1. Temperature Change: 120 deg F , ambient; 180 deg F , material surfaces .

2.2 COLOR AND LEGEND REQUIREMENTS

A. Equipment Identification Labels: 1. Black letters on a white field.

2.3 LABELS

A. Self-Adhesive Wraparound Labels: Preprinted , 3-mil- thick, vinyl flexible labels with acrylic pressure-sensitive adhesive. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Brady Corporation. b. emedco. c. Ideal Industries, Inc.




27 05 53 - Page 2 of 4 08/17/2021


d. LEM Products Inc. e. Panduit Corp. f. Seton Identification Products; a Brady Corporation company.

2. Self-Lamination: Clear; UV-, weather- and chemical-resistant; self-laminating protective shields over the legend. Labels sized such that the clear shield overlaps the entire printed legend.

3. Marker for Labels: a. Machine-printed, permanent, waterproof black ink recommended by printer

manufacturer.

B. Self-Adhesive Labels: Vinyl, thermal, transfer-printed, 3-mil- thick, multicolor, weather- and UV-resistant, pressure-sensitive adhesive labels, configured for intended use and location. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Brady Corporation. b. Grafoplast Wire Markers. c. Ideal Industries, Inc. d. LEM Products Inc. e. Panduit Corp.

2. Minimum Nominal Size: a. 1-1/2 by 6 inches for raceway and conductors. b. 3-1/2 by 5 inches for equipment. c. As required by authorities having jurisdiction.

2.4 BANDS AND TUBES

A. Snap-Around, Color-Coding Bands: Slit, pretensioned, flexible, solid-colored acrylic sleeves, 2 inches long, with diameters sized to suit diameters of raceway or cable they identify, that stay in place by gripping action. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following: a. Brady Corporation. b. HellermannTyton. c. Marking Services, Inc. d. Panduit Corp.

2.5 UNDERGROUND-LINE WARNING TAPE

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Brady Corporation. 2. Brimar Industries, Inc. 3. Ideal Industries, Inc. 4. LEM Products Inc. 5. Marking Services, Inc. 6. Reef Industries, Inc. 7. Seton Identification Products; a Brady Corporation company.

B. Tape: 1. Recommended by manufacturer for the method of installation and suitable to identify and

locate underground communications utility lines. 2. Printing on tape shall be permanent and shall not be damaged by burial operations. 3. Tape material and ink shall be chemically inert and not subject to degradation when

exposed to acids, alkalis, and other destructive substances commonly found in soils.






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C. Color and Printing: 1. Comply with ANSI Z535.1, ANSI Z535.2, ANSI Z535.3, and ANSI Z535.4. 2. Inscriptions for Orange-Colored Tapes: "TELEPHONE CABLE, CATV CABLE,

COMMUNICATIONS CABLE, OPTICAL-FIBER CABLE" .

D. Tag, Detectable: Type ID : 1. Detectable three-layer laminate, consisting of a printed pigmented polyolefin film, a solid

aluminum-foil core, and a clear protective film that allows inspection of the continuity of the conductive core; bright colored, continuous-printed on one side with the inscription of the utility, compounded for direct-burial service.

2. Width: 3 inches. 3. Overall Thickness: 5 mils. 4. Foil Core Thickness: 0.35 mil. 5. Weight: 28 lb/1000 sq. ft.. 6. Tensile according to ASTM D882: 70 lbf and 4600 psi.

2.6 CABLE TIES

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. HellermannTyton. 2. Ideal Industries, Inc. 3. Marking Services, Inc. 4. Panduit Corp.

B. UV-Stabilized Cable Ties: Fungus inert, designed for continuous exposure to exterior sunlight, self-extinguishing, one piece, self-locking, and Type 6/6 nylon. 1. Minimum Width: 3/16 inch. 2. Tensile Strength at 73 deg F according to ASTM D638: 12,000 psi. 3. Temperature Range: Minus 40 to plus 185 deg F. 4. Color: Black.

2.7 MISCELLANEOUS IDENTIFICATION PRODUCTS

A. Paint: Comply with requirements in painting Sections for paint materials and application requirements. Retain paint system applicable for surface material and location (exterior or interior).

B. Fasteners for Labels and Signs: Self-tapping, stainless-steel screws or stainless-steel machine screws with nuts and flat and lock washers.

PART 3 - EXECUTION

3.1 PREPARATION

A. Self-Adhesive Identification Products: Before applying communications identification products, clean substrates of substances that could impair bond, using materials and methods recommended by manufacturer of identification product.

3.2 INSTALLATION

A. Verify and coordinate identification names, abbreviations, colors, and other features with requirements in other Sections requiring identification applications, Drawings, Shop Drawings,




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manufacturer's wiring diagrams, and operation and maintenance manual. Use consistent designations throughout Project.


C. Verify identity of each item before installing identification products.

D. Coordinate identification with Project Drawings, manufacturer's wiring diagrams, and operation and maintenance manual.

E. Apply identification devices to surfaces that require finish after completing finish work.

F. Install signs with approved legend to facilitate proper identification, operation, and maintenance of communications systems and connected items.

G. Elevated Components: Increase sizes of labels, signs, and letters to those appropriate for viewing from the floor.

H. Self-Adhesive Wraparound Labels: 1. Secure tight to surface at a location with high visibility and accessibility. 2. Provide label 6 inches from cable end.

I. Self-Adhesive Labels: 1. On each item, install unique designation label that is consistent with wiring diagrams,

schedules, and operation and maintenance manual. 2. Unless otherwise indicated, provide a single line of text with 1/2-inch- high letters on 1-1/2-

inch- high label; where two lines of text are required, use labels 2 inches high.

J. Snap-Around, Color-Coding Bands: Secure tight to surface at a location with high visibility and accessibility.

K. Underground-Line Warning Tape: 1. During backfilling of trenches, install continuous underground-line warning tape directly

above cable or raceway at 6 to 8 inches below finished grade. Use multiple tapes where width of multiple lines installed in a common trench exceeds 16 inches overall.

2. Install underground-line warning tape for direct-buried cables and cables in raceways.

L. Cable Ties: General purpose, except as listed below: 1. Outdoors: UV-stabilized nylon. 2. In Spaces Handling Environmental Air: Plenum rated.




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SECTION 27 15 13 - COMMUNICATIONS COPPER HORIZONTAL CABLING

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes: 1. Category 6 twisted pair cable. 2. Twisted pair cable hardware, including plugs and jacks.

1.3 DEFINITIONS

A. Cross-Connect: A facility enabling the termination of cable elements and their interconnection or cross-connection.

B. EMI: Electromagnetic interference.

C. FTP: Shielded twisted pair.

D. F/FTP: Overall foil screened cable with foil screened twisted pair.

E. F/UTP: Overall foil screened cable with unscreened twisted pair.

F. IDC: Insulation displacement connector.

G. LAN: Local area network.

H. Jack: Also commonly called an "outlet," it is the fixed, female connector.

I. Plug: Also commonly called a "connector," it is the removable, male telecommunications connector.

J. RCDD: Registered Communications Distribution Designer.

K. Screen: A metallic layer, either a foil or braid, placed around a pair or group of conductors.

L. Shield: A metallic layer, either a foil or braid, placed around a pair or group of conductors.

M. S/FTP: Overall braid screened cable with foil screened twisted pair.

N. S/UTP: Overall braid screened cable with unscreened twisted pairs.

O. UTP: Unscreened (unshielded) twisted pair.

1.4 COPPER HORIZONTAL CABLING DESCRIPTION

A. Horizontal cable cabling system shall provide interconnections between Distributor A, Distributor B, or Distributor C, and the equipment outlet, otherwise known as "Cabling Subsystem 1," in the



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telecommunications cabling system structure. Cabling system consists of horizontal cables, intermediate and main cross-connects, mechanical terminations, and patch cords or jumpers used for horizontal-to-horizontal cross-connection. 1. TIA-568-C.1 requires that a minimum of two equipment outlets be installed for each work

area. 2. Horizontal cabling shall contain no more than one transition point or consolidation point

between the horizontal cross-connect and the telecommunications equipment outlet. 3. Bridged taps and splices shall not be installed in the horizontal cabling.

B. A work area is approximately 100 sq. ft., and includes the components that extend from the equipment outlets to the station equipment.

C. The maximum allowable horizontal cable length is 295 feet. This maximum allowable length does not include an allowance for the length of 16 feet to the workstation equipment or in the horizontal cross-connect.




A. Qualification Data: For Installer, installation supervisor, and field inspector.


A. Maintenance Data: For splices and connectors to include in maintenance manuals.


A. Installer Qualifications: Cabling Installer must have personnel certified by BICSI on staff. 1. Layout Responsibility: Preparation of Shop Drawings and cabling administration Drawings

by an RCDD. 2. Installation Supervision: Installation shall be under the direct supervision of Technician ,

who shall be present at all times when Work of this Section is performed at Project site. 3. Testing Supervisor: Currently certified by BICSI as an RCDD to supervise on-site testing.


A. Test cables upon receipt at Project site. 1. Test each pair of twisted pair cable for open and short circuits.

1.10 PROJECT CONDITIONS

A. Environmental Limitations: Do not deliver or install cables and connecting materials until wet work in spaces is complete and dry, and temporary HVAC system is operating and maintaining ambient temperature and humidity conditions at occupancy levels during the remainder of the construction period.

1.11 COORDINATION

A. Coordinate layout and installation of telecommunications pathways and cabling with Owner's telecommunications and LAN equipment and service suppliers.



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PART 2 - PRODUCTS


A. General Performance: Horizontal cabling system shall comply with transmission standards in TIA-568-C.1, when tested according to test procedures of this standard.

B. Telecommunications Pathways and Spaces: Comply with TIA-569-D.

C. Grounding: Comply with TIA-607-B.

2.2 GENERAL CABLE CHARACTERISTICS

A. Listed and labeled by an NRTL acceptable to authorities having jurisdiction as complying with the applicable standard and NFPA 70 for the following types: 1. Communications, Plenum Rated: Type CMP complying with UL 1685 or Type CMP in

listed cable routing assembly. 2. Communications, Plenum Rated: Type CM, Type CMG, Type CMP, Type CMR, or

Type CMX in metallic conduit installed according to NFPA 70, Article 300.22, "Wiring in Ducts, Plenums, and Other Air-Handling Spaces."

3. Communications, Non-plenum: Type CMR complying with UL 1666. 4. Communications, Non-plenum: Type CMP or Type CMR in listed plenum or riser

communications raceway. 5. Communications, Non-plenum: Type CMP or Type CMR in metallic conduit installed

according to NFPA 70, Article 300.22, "Wiring in Ducts, Plenums, and Other Air-Handling Spaces."

B. Surface-Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. 1. Flame-Spread Index: 25 or less. 2. Smoke-Developed Index: 50 or less.

C. RoHS compliant.

2.3 CATEGORY 6 TWISTED PAIR CABLE

A. Description: Four-pair, balanced-twisted pair cable, certified to meet transmission characteristics of Category 6 cable at frequencies up to 250MHz.

B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Belden; brand of Belden, Inc. 2. CommScope, Inc. 3. General Cable; Prysmian Group North America. 4. Mohawk Cable; brand of Belden, Inc.

C. Standard: Comply with NEMA WC 66/ICEA S-116-732 and TIA-568-C.2 for Category 6 cables.

D. Conductors: 100-ohm, 23 AWG solid copper. 1. <Click to insert sustainable design text for lead content.>

E. Shielding/Screening: Unshielded twisted pairs (UTP) .

F. Cable Rating: Plenum.


http://www.arcomnet.com/sustainable_design.aspx?topic=236



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G. Jacket: Blue thermoplastic.

2.4 TWISTED PAIR CABLE HARDWARE

A. Description: Hardware designed to connect, splice, and terminate twisted pair copper communications cable.

B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. 3M. 2. AMP NETCONNECT; a TE Connectivity Ltd. company. 3. Berk-Tek Leviton; a Nexans/Leviton alliance. 4. CommScope, Inc. 5. Genesis Cable Products; Honeywell International, Inc. 6. Leviton Manufacturing Co., Inc. 7. Mohawk; a division of Belden Networking, Inc. 8. Molex Premise Networks. 9. Panduit Corp. 10. Siemon Co. (The). 11. Superior Essex Inc. 12. SYSTIMAX Solutions; a CommScope Inc. brand.

C. General Requirements for Twisted Pair Cable Hardware: 1. Comply with the performance requirements of Category 6 . 2. Comply with TIA-568-C.2, IDC type, with modules designed for punch-down caps or tools. 3. Cables shall be terminated with connecting hardware of same category or higher.

D. Source Limitations: Obtain twisted pair cable hardware from single source from single manufacturer.

E. Plugs and Plug Assemblies: 1. Male; eight position; color-coded modular telecommunications connector designed for

termination of a single four-pair, 100-ohm, unshielded or shielded twisted pair cable. 2. Standard: Comply with TIA-568-C.2. 3. Marked to indicate transmission performance.

F. Jacks and Jack Assemblies: 1. Female; eight position; modular; fixed telecommunications connector designed for

termination of a single four-pair, 100-ohm, unshielded or shielded twisted pair cable. 2. Designed to snap-in to a patch panel or faceplate. 3. Standard: Comply with TIA-568-C.2. 4. Marked to indicate transmission performance.

G. Faceplate: 1. Two port, vertical single gang faceplates designed to mount to single gang wall boxes. 2. Plastic Faceplate: High-impact plastic. Coordinate color with Section 26 27 26 "Wiring

Devices." 3. For use with snap-in jacks accommodating any combination of twisted pair, optical fiber,

and coaxial work area cords. a. Flush mounting jacks, positioning the cord at a 45-degree angle.

H. Legend: 1. Machine printed, in the field, using adhesive-tape label.




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PART 3 - EXECUTION

3.1 WIRING METHODS

A. Wiring Method: Install cables in raceways and cable trays, except within consoles, cabinets, desks, and counters and except in accessible ceiling spaces, attics, and gypsum board partitions where unenclosed wiring method may be used. Conceal raceway and cables, except in unfinished spaces. 1. Install plenum cable in environmental air spaces, including plenum ceilings. 2. Comply with requirements for raceways and boxes specified in Section 27 05 28 "Pathways

for Communications Systems."

B. Wiring within Enclosures: Bundle, lace, and train cables within enclosures. Connect to terminal points with no excess and without exceeding manufacturer's limitations on bending radii. Provide and use lacing bars and distribution spools. Install conductors parallel with or at right angles to sides and back of enclosure.

3.2 INSTALLATION OF PATHWAYS

A. Comply with requirements for demarcation point, cabinets, and racks specified in Section 27 11 00 "Communications Equipment Room Fittings."

B. Comply with Section 27 05 28 "Pathways for Communications Systems."

C. Comply with Section 27 05 29 "Hangers and Supports for Communications Systems."

3.3 INSTALLATION OF TWISTED-PAIR HORIZONTAL CABLES

A. Comply with NECA 1 and NECA/BICSI 568.

B. General Requirements for Cabling: 1. Comply with TIA-568-C.0, TIA-568-C.1, and TIA-568-C.2. 2. Comply with BICSI's "Information Transport Systems Installation Methods Manual

(ITSIMM), Ch. 5, "Copper Structured Cabling Systems," "Cable Termination Practices" Section.

3. Install 110-style IDC termination hardware unless otherwise indicated. 4. Do not untwist twisted pair cables more than 1/2 inch from the point of termination to

maintain cable geometry. 5. Terminate all conductors; no cable shall contain unterminated elements. Make

terminations only at indicated outlets, terminals, cross-connects, and patch panels. 6. MUTOA shall not be used as a cross-connect point. 7. Consolidation points may be used only for making a direct connection to equipment outlets:

a. Do not use consolidation point as a cross-connect point, as a patch connection, or for direct connection to workstation equipment.

b. Locate consolidation points for twisted-pair cables at least 49 feet from communications equipment room.

8. Cables may not be spliced. Secure and support cables at intervals not exceeding 30 inches and not more than 6 inches from cabinets, boxes, fittings, outlets, racks, frames, and terminals.

9. Install lacing bars to restrain cables, prevent straining connections, and prevent bending cables to smaller radii than minimums recommended by manufacturer.

10. Bundle, lace, and train conductors to terminal points without exceeding manufacturer's limitations on bending radii, but not less than radii specified in BICSI Information Transport



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Systems Installation Methods Manual , Ch. 5, "Copper Structured Cabling Systems," "Cable Termination Practices" Section. Use lacing bars and distribution spools.

11. Do not install bruised, kinked, scored, deformed, or abraded cable. Do not splice cable between termination, tap, or junction points. Remove and discard cable if damaged during installation, and replace it with new cable.

12. Cold-Weather Installation: Bring cable to room temperature before dereeling. Heat lamps shall not be used for heating.

13. In the communications equipment room, install a 10-foot- long service loop on each end of cable.

14. Pulling Cable: Comply with BICSI Information Transport Systems Installation Methods Manual, Ch. 5, "Copper Structured Cabling Systems," "Pulling and Installing Cable" Section. Monitor cable pull tensions.

C. Open-Cable Installation: 1. Install cabling with horizontal and vertical cable guides in telecommunications spaces with

terminating hardware and interconnection equipment. 2. Suspend twisted pair cabling, not in a wireway or pathway, a minimum of 8 inches above

ceilings by cable supports not more than 60 inches apart. 3. Cable shall not be run through structural members or in contact with pipes, ducts, or other

potentially damaging items.

D. Group connecting hardware for cables into separate logical fields.

E. Separation from EMI Sources: 1. Comply with recommendations from BICSI's "Telecommunications Distribution Methods

Manual" and TIA-569-D for separating unshielded copper communication cable from potential EMI sources, including electrical power lines and equipment.

2. Separation between open communications cables or cables in nonmetallic raceways and unshielded power conductors and electrical equipment shall be as follows: a. Electrical Equipment Rating Less Than 2 kVA: A minimum of 5 inches. b. Electrical Equipment Rating between 2 and 5 kVA: A minimum of 12 inches. c. Electrical Equipment Rating More Than 5 kVA: A minimum of 24 inches.

3. Separation between communications cables in grounded metallic raceways and unshielded power lines or electrical equipment shall be as follows: a. Electrical Equipment Rating Less Than 2 kVA: A minimum of 2-1/2 inches. b. Electrical Equipment Rating between 2 and 5 kVA: A minimum of 6 inches. c. Electrical Equipment Rating More Than 5 kVA: A minimum of 12 inches.

4. Separation between communications cables in grounded metallic raceways, power lines, and electrical equipment located in grounded metallic conduits or enclosures shall be as follows: a. Electrical Equipment Rating Less Than 2 kVA: No requirement. b. Electrical Equipment Rating between 2 and 5 kVA: A minimum of 3 inches. c. Electrical Equipment Rating More Than 5 kVA: A minimum of 6 inches.

5. Separation between Communications Cables and Electrical Motors and Transformers, 5 kVA or HP and Larger: A minimum of 48 inches.

6. Separation between Communications Cables and Fluorescent Fixtures: A minimum of 5 inches.

3.4 FIRESTOPPING

A. Comply with TIA-569-D, Annex A, "Firestopping."

B. Comply with "Firestopping Systems" Article in BISCI's "Telecommunications Distribution Methods Manual."



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3.5 GROUNDING

A. Install grounding according to the "Grounding, Bonding, and Electrical Protection" chapter in BICSI's "Telecommunications Distribution Methods Manual."

B. Comply with TIA-607-B and NECA/BICSI-607.

C. Locate grounding bus bar to minimize the length of bonding conductors. Fasten to wall, allowing at least a 2-inch clearance behind the grounding bus bar. Connect grounding bus bar to suitable electrical building ground, using a minimum No. 4 AWG grounding electrode conductor.

D. Bond metallic equipment to the grounding bus bar, using not smaller than a No. 6 AWG equipment grounding conductor.

3.6 IDENTIFICATION

A. Identify system components, wiring, and cabling complying with TIA-606-B. Comply with requirements for identification specified in Section 26 05 53 "Identification for Electrical Systems." 1. Administration Class: Class 1 . 2. Color-code cross-connect fields and apply colors to voice and data service backboards,

connections, covers, and labels.

B. Paint and label colors for equipment identification shall comply with TIA-606-B for Class 2 level of administration.

C. Cable Schedule: Install in a prominent location in each equipment room and wiring closet. List incoming and outgoing cables and their designations, origins, and destinations. Protect with rigid frame and clear plastic cover. Furnish an electronic copy of final comprehensive schedules for Project.

D. Cabling Administration Drawings: Show building floor plans with cabling administration-point labeling. Identify labeling convention and show labels for telecommunications closets, terminal hardware and positions, horizontal cables, work areas and workstation terminal positions, grounding buses and pathways, and equipment grounding conductors.

E. Cable and Wire Identification: 1. Label each cable within 4 inches of each termination and tap, where it is accessible in a

cabinet or junction or outlet box, and elsewhere as indicated. 2. Each wire connected to building-mounted devices is not required to be numbered at the

device if wire color is consistent with associated wire connected and numbered within panel or cabinet.

3. Exposed Cables and Cables in Cable Trays and Wire Troughs: Label each cable at intervals not exceeding 15 feet.

4. Label each terminal strip, and screw terminal in each cabinet, rack, or panel. a. Individually number wiring conductors connected to terminal strips, and identify each

cable or wiring group, extended from a panel or cabinet to a building-mounted device, with the name and number of a particular device.

b. Label each unit and field within distribution racks and frames. 5. Identification within Connector Fields in Equipment Rooms and Wiring Closets: Label each

connector and each discrete unit of cable-terminating and -connecting hardware. Where similar jacks and plugs are used for both voice and data communication cabling, use a different color for jacks and plugs of each service.



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F. Labels shall be preprinted or computer-printed type, with a printing area and font color that contrast with cable jacket color but still comply with TIA-606-B requirements for the following: 1. Cables use flexible vinyl or polyester that flexes as cables are bent.


A. Manufacturer's Field Service: Engage a factory-authorized service representative to test and inspect components, assemblies, and equipment installations, including connections.

B. Tests and Inspections: 1. Visually inspect jacket materials for NRTL certification markings. Inspect cabling

terminations in communications equipment rooms for compliance with color-coding for pin assignments, and inspect cabling connections for compliance with TIA-568-C.1.

2. Visually inspect cable placement, cable termination, grounding and bonding, equipment and patch cords, and labeling of all components.

3. Test twisted pair cabling for DC loop resistance, shorts, opens, intermittent faults, and polarity between conductors. Test operation of shorting bars in connection blocks. Test cables after termination but not cross-connection. a. Test instruments shall meet or exceed applicable requirements in TIA-568-C.2.

Perform tests with a tester that complies with performance requirements in "Test Instruments (Normative)" Annex, complying with measurement accuracy specified in "Measurement Accuracy (Informative)" Annex. Use only test cords and adapters that are qualified by test equipment manufacturer for channel or link test configuration.

C. Data for each measurement shall be documented. Data for submittals shall be printed in a summary report that is formatted similarly to Table 10.1 in BICSI's "Telecommunications Distribution Methods Manual," or shall be transferred from the instrument to the computer, saved as text files, printed, and submitted.

D. Remove and replace cabling where test results indicate that they do not comply with specified requirements.

E. End-to-end cabling will be considered defective if it does not pass tests and inspections.

F. Prepare test and inspection reports.
