HomeMy WebLinkAboutPROJECT MANUAL - 05-00178 - BYUI Boiler - Stack Replacement0500178
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ADDENDUM NO. 1
April 27, 2005
BYU-IDAHO Boiler Stack Extension
1. SECTION — Notice to Bidders
Section 8 — Receipt and Opening of Bids
Change the date from April 26, 2005 to May 3, 2005.
2. SECTION 15556 — Lined Prefabricated Stack
Article "1.02 DESIGN REQUIREMENTS'
Change subparagraph D. to read:
D. Minimum stack inner shell plate thickness: 11 gage.
Change subparagraph E. to read:
E. Minimum outer shell plate thickness: 1/4".
Delete subparagraph G.
Article "3.01 CONSTRUCTION'
Change subparagraph F. to read:
F. Field erection shall be inspected by stack manufacturer,
3. FIRE WATCH
Fire watch will be performed by Brigham Young University— Idaho
4. If Alternate #1 is utilized, the existing stack portion requires sand blasting to match the surface finish
of the new section of the stack.
5. Induced Draft Fans:
ms
The induced draft fan motor serving Boiler No. 2 has the following characteristics:
40 HP, 460 V, 60 Hz, 3 Ph
The induced draft fan motor serving Boiler No. 3 has the following characteristics:
60 HP, 460 V, 60 Hz, 3 Ph
The induced draft fan motor serving Boiler No. 4 has the following characteristics:
75 HP, 460 V, 60 Hz, 3 Ph
Addendum No.1
Page 1 of 2
18008
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1)
2)
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List of Contractors That Attended the Pre -Bid Walk Through
Atlas Mechanical (Mike Smith)
Tel: 208-523-7030
Lewis Corporation (Derek Dodsen)
Tel: 208-238-1202
Wetco Inc. (Adam Wells)
Tel: 801-565-1360
Bingham Mechanical (RonyOlson)
Tel: 208-522-4484
L & L Mechanical, Inc. (Dana Trautner)
Tel: 208-782-0204
C. H. Kim
N. E. Casalino
Addendum No.1
Page 2 of 2
18008
43YU-I Stack Extension Project Addendum No.I
Taylor, Mary
From:
Clark, Wayne
Sent:
Thursday, April 28, 2005 4:38 PM
To:
'Kim, Cheol'
Cc: Nielsen, Rulon; Taylor, Mary; Benson, Lloyd
Subject: RE: BYU-1 Stack Extension Project Addendum No.1
Cheol,
Page I of 1
The Addendum item #3 addresses that BYU-Idaho will provide Fire Watch. This needs to be clarified that this is
only for the fire system when it is out of service and not for hot work.
Thanks,
Wayne Clark
From: Kim, Cheol[mailto:KimCheol@stanleygroup.com]
Sent: Thursday, April 28, 2005 10:45 AM
To: Ilmech@ida.net; msmith@LuwaUSA.com; kenyan@lcorp.com; bingham@ida.net; awells@wetcousa.com
Cc: Nielsen, Rulon; Clark, Wayne; Steel, Coleman; Casalino, Noe; Leon Tanner; pei@cableone.net
Subject: BYU-I Stack Extension Project Addendum No.I
Gentlemen
Attached is Addendum No. I. Please call if you have any questions.
Cheol Kim, EIT
Stanley Consultants, Inc.
5353 South 960 East Suite 220
Salt Lake City, Utah 84117-7269
tel:(801)-293-8880 fax:(801)-293-8886
<<Addendum No.1.pdf>>
4/28/2005
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ADDENDUM NO. 2
April 28, 2005
BYU-IDAHO Boiler Stack Extension
Addendum No. 1 Item #3
Change item #3 to read:
When the fire system is out of service, fire watch will be provided by Brigham Young
University— Idaho. During hot work, contractor shall be responsible for fire watch.
2. FORM OF PROPOSAL
Add Alternate No. 7 and Alternate No. 8 to this section.
3. SECTION 01100 — SUMMARY
Section 1.02 — CONTRACT DESCRIPTION
Add the following subparagraphs:
K. Alternate #7
1. Base bid for the induced draft fan serving Boiler No.4 shall be Clarage Size 75
BIM 4450 Series.
L. Alternate #8
1. Contractor shall provide alternate bids for the induced draft fan serving Boiler
No.4 from approved manufacturer list found in Section 15551 — Draft
Equipment.
4. SECTION 15551 — DRAFT EQUIPMENT
Section 1.03 — Design Criteria
Change subparagraph B.2. to read:
B.2. Minimum Blade Speed Rating:
a. IDF-3 = 2150 RPM
5. Sheet M1 & M2
242 conductors shall be added across all flex connectors at all induced draft fans (typical of 3).
6. Existing Induced Draft Fans
The existing induced draft fans serving Boiler No.2 is a Clarage 226 XL Fan.
The existing induced draft fans serving Boiler No. 3 is a Clarage 229 XL Fan.
1) C. H. Kim
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Addendum No. 2
Page 1 of 2
18008
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ADDENDUM N0, 3
May 2, 2005
BYU-IDAHO Boiler Stack Extension
SECTION 15556 — Lined Prefabricated Stack
Article "1.02 DESIGN REQUIREMENTS"
Add subparagraph R. to read:
R. The stack design shall comply with ASME STS -1-2000 and subsequent addenda. If
the State of Idaho does not recognize ASME STS -1-2000, contractor shall certify
that the design per ASME STS -1-2000 meets or exceeds State of Idaho Building
Code.
1) C. H. Kim.
2) N. E. Casalino
ms
Addendum No. 3
Page 1 of 1
18008
2005 Boilers 2, 3 & 4 Stack Extension Project
ISSUE FOR CONSTRUCTION -APRIL 12, 2005
CENTRAL HEATING PLANT
BRIGHAM YOUNG UNIVERSITY- IDAHO
REXBURG, IDAHO
PROJECT MANUAL
For the
2005 Boilers 2, 3, & 4 Stack Extension Project
BRIGHAM YOUNG UNIVERSITY IDAHO
March 28, 2005
/ /James R. Smyth, Vice President Administration
Brigham Young University -Idaho
Boilers 2, 3 & 4
Stack Extension
BYU-I Project No.: 2886
Stanley Consultants, Inc. Project No.: 18008
April 12, 2005
Issue For Construction
TABLE OF CONTENTS
THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS
BRIGHAM YOUNG UNIVERSITY -IDAHO
STANDARD CONTRACT REQUIREMENTS
I. INVITATION TO BID
II. NOTICE TO BIDDERS
III. FORM OF PROPOSAL
IV. INSTRUCTIONS TO BIDDERS
V. FORM OF CONTRACT
A. SHORT FORM
B. LONG FORM
VI. GENERAL CONDITIONS TABLE OF CONTENTS
A. GENERAL CONDITIONS
B. SUPPLEMENTARY CONDITIONS
C. SPECIAL INSPECTIONS GENERAL CONDITIONS
VII. MONTHLY PROGRESS ESTIMATE
SCHEDULE OF VALUES
10/6/99 Table of Contents
April 12, 2005
Contractor Name
Address
City, State, Zip Code
Re: Invitation to Bid — 2005 Boilers 2, 3 & 4 Stack Extension Project
Project No. - 2886
To Whom It May Concern:
You are invited to bid on the above -referenced project. This project consists of furnishing and
installing structural steel to support new stacks or extensions of existing, fan motor replacement,
and low voltage controls updates. The completion date for this project is August 29, 2005.
A deposit of $50 is required for each set of plans with a limit of three sets per contractor.
A mandatory pre-bid has been scheduled for April 19 2005 at 2.00 pm in Room 212 of the
Physical Facilities Building_
Bids will be opened and read aloud on April 26, 2005 at 2:00 pm in Room 212 of the Physical
Facilities Building at Brigham Young University -Idaho. A performance bond and a labor and
materials payment bond for 100% of the contract will be required for this project.
We hope that you will be able to bid this project.
Sincerely,
Charles N. Andersen
Director of Physical Facilities
ISOILV IN
Charles Andersen Director of Physical Facilities 450 S. Physical Plant Way Rexburg, ID 83460-8105
Phone: (208) 496-2451 Fax: (208) 496-2490 Email. andersenc@byui.edu
NOTICE TO BIDDERS
SECTION 1—PROJECT: 2005 Boilers 2, 3 & 4 Stack Extension Project
Project Number: 2886
SECTION 2-- LOCATION: BYU-Idaho
SECTION 3 --OWNER: BYU-Idaho
SECTION 4 --DESIGNER: Stanley Consultants Inc.
SECTION 5 --STANDARD CONTRACT REQUIREMENTS: j
The bidder is directed to the Church of Jesus Christ of Latter-day Saints, Brigham Young University
Standard Contract Requirements (revised 6 October 1999)This volume is an integral part of the contract 1
documents and is hereby made a part of the contract.
SECTION 6-- TIME OF COMPLETION: `
A. Date: August 29, 2005
SECTION 7--PREBID CONFERENCE
A. Prebid Conference will be:
Date: April 19, 2005
Time: 2:00 PM
Place: Physical Facilities Bldg., Room 212
SECTION 8 --RECEIPT AND OPENING OF BIDS:
A. Bids will be received:
Date: April 26, 2005
Time: 2:00 PM
Place: Physical Facililites Bldg., Room 212
By: Charles N. Andersen
B. The Owner reserves the exclusive right to release all publicity relating to the proposals and the project.
SECTION 9 --GENERAL CONTRACTORS:
A. Bidding by General Contractors will be by invitation only.
SECTION 10 --DRAWINGS:
A. Drawings are available at the following plan room locations:
BYU-Idaho Physical Facilities Building
2/1/2004 Notice to Bidders
BYU-Idaho
FORM OF PROPOSAL
NAME OF PROJECT- 2005 Boilers 2, 3 & 4 Stack Extension Project
PROJECT NUMBER - 2886
NAME OF CONTRACTOR
DATE OF PROPOSAL
The undersigned, hereinafter referred to as the Bidder, certifies that the following facts and/or circumstances have
occurred or exist relating to the proposed work for 2005 Boilers 2. 3 & 4 Stack Extension Project were prepared by
Stanley Consultants Inc.
I. That Bidder has received the contract documents for the above entitled project.
2. That Bidder has received The Church of Jesus Christ of Latter -Day Saints BYU-Idaho Standard Contract
Requirements, revised October 6, 1999.
3. That Bidder is familiar with such documents, has examined the site of the proposed work, including
availability of access, utilities, and other similar items relating to performance of the work and is
thoroughly familiar with all general and local conditions which could in any way affect this work.
4. That no verbal agreements or representations with or by any officer, agent, or employee of the Owner
exist or have been made to the Bidder and the Bidder in submitting this proposal is in no way relying
thereon.
5. That if this proposal is accepted, Bidder will enter into a contract with the Owner in substantially the
form contained in the contract documents, and will provide the bonds, insurance coverage and all other
items required by the contract documents.
6. The term "base bid" shall be understood to include all work contained in the contract documents
excluding any substitutes or alternates. The Owner will have the right to accept Alternates in any order or
combination, and to determine the low Bidder on the basis of the sum of the Base Bid and Alternates
accepted.
Bidder hereby proposes to furnish all materials, labor, equipment, plant, tools, transportation, services, licenses and
permits necessary for the completion of all the work set forth in the contract documents for the sum of:
Base Bid
($ 1
Alternate No. 1
($ 1
Alternate No. 2
($ 1
Alternate No. 3
($
Alternate No. 4
�$ 1
Alternate No. 5
�$ 1
Alternate No. 6
re
212004 1 Form of Proposal
AS FURTHER CONDITIONS OF THIS PROPOSAL:
1. The Bidder agrees to complete the work on or before
2. The Bidder acknowledges receipt of addenda No.
3. The Bidder's contractor's license number is
4. Is your bonding capacity adequate for this job? Yes_ No
5. For verification call
Telephone Number
6. Is your license limit adequate for this job? Yes _ No
PROPOSED SUBSTITUTE MATERIALS
The total sum of the Bidder's proposal shall include the furnishing and installing of all materials, equipment, and labor as
called for in the contract documents as a base bid.
Hereafter give the total amount to be added or deducted for a complete installation of equipment or materials other than
those specified and those approved by addendum are submitted for the Owner's consideration. All materials and
equipment proposed for substitution shall be listed below and must meet the requirements of the contract documents.
During the time of consideration of the proposals, complete information shall be submitted immediately to the Architect
and Owner's Representative. The Contractor is referred to Page 3 of the Instmctions to Bidders, Section 9, prior
approvals and substitutions for requirements relative to proposed substitutions.
Proposed Manufacturer and
Substitute Catalog Numbers $ Add $ Deduct
I �
I I I I I
I I I I I
I I I I
2/2004 2 Form of Proposal
TYPE OF BIDDER'S ORGANIZATION:
Official Name of Organization
Corporation, Co -partnership, Individual, or Other
Address
Name of Individual Members of Firm:
Name of President of Corporation:
Name of Secretary of Corporation:
Corporation is organized under the laws of the State of
Seal
Signature
Title or Office
Legal Address
2/2004 3 Form of Proposal
BIDDER'S LIST OF SUBCONTRACT BIDS USED IN PROPOSAL
(LIST OF SUBCONTRACTORS)
PROJECT NAME: 2005 Boilers 2, 3 & 4 Stack Extension Project
PROJECT NUMBER: 2886
OWNER'S NAME: BYU-Idaho
2/2004 4 Fom of Proposal
INSTRUCTIONS TO BIDDERS
SECTION 1 -- BIDDING BY INVITATION
A. Bidding shall be by written invitation only. Those wanting to be considered for such invitation shall apply to:
Facility Planning and Construction Department
BYU-Idaho Physical Facilities Building
450 S. Physical Plant Way
Rexburg, Idaho 83460-8205
B. The Owner reserves the right to accept or reject any or all bids.
SECTION 2 -- CONTRACT DOCUMENTS
A. The Contract documents may be obtained by contractors from:
Facility Planning and Construction Department
BYU-Idaho Physical Facilities Building
450 S. Physical Plant Way
Rexburg, Idaho 83460-8205
B. Subcontractors and suppliers who want to obtain Contract documents (plans and specifications) may do so by requesting
the documents and paying the printing costs.
C. All Contract documents must be returned within ten (10) days after the bid opening, or the deposit will be forfeited.
Those documents purchased outright by the Bidders are exempted.
D. The Contract documents (plans and specifications) may be deposited with local Bid Depositories. Bidders may contact
the Construction Section for locations. The Contract documents may be examined free at:
Facility Planning and Construction
BYU-Idaho Physical Facilities Building
450 S. Physical Plant Way
Rexburg, Idaho 83460-8205
SECTION 3 -- CONTRACT METHOD
A. All work specified is to be done under one general contract. Bids will be accepted by the Owner from prime contractors
only.
SECTION 4 -- INTERPRETATION OF CONTRACT DOCUMENTS
A. If any Bidder doubts the true meaning of any of the Contract documents, or finds errors, discrepancies or omissions, he
shall request a clarification from the Architect in writing. Any interpretations or corrections will be made only by written
addenda duly issued by the Owner. All addenda will be mailed, faxed or otherwise delivered to each person receiving a
set of the Contract documents. Requests for clarifications must be submitted to the Architect at least five (5) days before
bid opening. Unwritten instructions or interpretations will have no validity.
B. Should discrepancies appear in the Contract documents that are not resolved by an addendum, it is expressly understood
that the Contractor has used the most expensive method and/or material in the bid.
SECTION 5 -- REQUIREMENTS BEFORE SUBMITTING BIDS
A. The Contractor shall become thoroughly familiar with the site and structures located there (if any). The Contractor shall
thoroughly examine all Contract documents in relation to all conditions that might directly or indirectly affect the contract
work. The bid amount shall reflect all such conditions.
2/2004 1 Instructions to Bidders
SECTION 6 -- PREPARING AND SUBMITTING BIDS
A. To receive consideration, a bid must be made according to the following instructions:
1. Bids shall be prepared on BYU bid forms.
2. Bids shall have all items or blanks filled. Numbers shall be stated both in writing and in figures. If there is a
discrepancy between the two, the written number shall govern.
3. Bids shall be without interlineations, alterations or erasures.
4. Signatures shall be by those authorized to execute the Contract.
5. The Bidder's legal name, business address and telephone number shall be stated.
6. Neither oral bids nor modifications shall be considered.
7. Faxed bids will be accepted if the bidder (1) contacts the Construction Section before faxing the bid, (2) sends
the bid with sufficient time to be received and delivered to the bid opening location before bid time, and (3)
calls the Construction Section before bid time to confirm that the bid was received and delivered to the bid
opening location.
8. It is the Bidder's sole responsibility to see that the bid is received at the proper time. Any bid received after the
scheduled bid opening time will be returned unopened to the Bidder.
9. Bidders shall accept proposals from only those subcontractors who are approved by the Owner or those who
have shown to the Bidders satisfaction that they are financially capable of handling the work. Furthermore,
subcontractors must have the technical ability, personnel, plant, experience and reputation to carry out their
portions of the work. It will be assumed that the question of bonding subcontractors, where considered
desirable or necessary by the Contractor, including the cost of such bonds, has been resolved before bids have
been submitted.
10. In order for the bid to be considered valid, two or more Bidders bidding as a "joint venture" must have the
written approval of the Owner before submitting a bid. All members of ajoint venture shall sign the bid and an
official representative of the joint venture shall be designated in the proposal.
it. The term "base bid" shall be understood to include all work contained in the Contract, excluding any alternates
or substitutes. The Owner shall have the right to accept alternates in any order or combination, and to determine
the low Bidder based on the sum of the base bid and alternates accepted.
12. Substitutes or alternates accepted by the Owner may be included in the Contract or added by Change Order. In
determining the low Bidder, the Owner will not consider substitutes.
13. Bids may be withdrawn by the Bidder, either in person or by a written request before bid opening. Once
opened, the Bidders will have 24 hours to review and withdraw their bids. After the 24-hour period, the bids
may not be withdrawn and must remain fixed as submitted for 45 days after opening. Envelopes must contain
nothing but the proposal and bid breakdown forms if required. Envelopes shall be opaque, sealed and bear the
Bidders name.
SECTION 7 -- APPROVAL OF CONTRACTORS AND SUBCONTRACTORS
A. As soon after the bid opening as is practicable, the Owner will interview the apparent low Bidder and if deemed
advisable, the second or third low Bidders. Within two hours of the bid opening, the low Bidder and the second or third
low Bidders will provide to the Owner a list of subcontractors and their dollar amounts that were used in formulating
their bid. The list of subcontractors will be examined by the Owner as soon as possible. The Owner reserves the right to
accept or reject any subcontract proposal.
B. If a Bidder doubts the correctness or acceptability of any subcontract proposal, the Bidder may submit the names and
amount of other competing subcontractors for consideration, making sure that he clearly states which one he has used in
formulating his proposal.
2/2004 2 Instructions to Bidders
SECTION 8 -- FACTORS AFFECTING AWARD OR REJECTION OF BID
A. The Bidder's and subcontractor's past performance, organization, equipment and ability to perform and complete their
contract as specified will be vital elements, as well as the amount of their bids, in the award of the Contract.
B. The Owner reserves the right to reject any or all bids, or to waive any irregularities or informalities in bids received. The
Owner reserves the right to accept the bid that will, in the Owner's opinion, best serve the interests of the Owner
regardless of whether such bid is the lowest.
SECTION 9 -- PRIOR APPROVALS AND SUBSTITUTIONS
A. Several acceptable brands of equipment, manufactured articles or methods of construction may have been identified in
the Contract. It is not intended to close the Contract against other brands, articles, or methods that may warrant
consideration. However, unspecified materials must have prior approval by the Owner to be considered.
B. Prior Approvals: Requests for approval of unspecified materials must be made to the Architect at least five days before
bid opening. The requests for prior approval shall be considered by the Architect if time permits and if properly
documented. The Architect is not bound to consider these items despite their apparent validity.
C. Fully detailed technical data, references and other information shall be furnished simultaneously with the requests for
prior approval items.
D. Such requests shall be reviewed by the Architect and the Owner. If accepted, the approved requests will be included in
an addendum.
E. The Contractor's "base bid" shall include the furnishing of only those items that are explicitly specified or which have
received prior approval by addendum.
F. Substitutions: Besides the "base bid," any equipment or material supplier and any contractor or subcontractor may, at his
option, submit a substitute price and product for any item specified which he feels warrants consideration by the Owner.
This proposed substitution is to be listed where indicated on the bid form.
G. Any proposed substitute submitted by a Bidder shall include the amount by which the "base bid" would be increased or
decreased.
H. The Owner may accept or reject any substitute proposed. In determining the low Bidder, the Owner will not consider
substitutes.
If requested, the Contractor shall famish information or data concerning the substitute. The Owner may request the
Contractor, at his own expense, to have the substitute tested by an approved testing laboratory.
SECTION 10 — FORM OF CONTRACT
A. Copies of the form of the Contract that the successful Bidder will be required to execute are included in this specification.
SECTION 11 -- ADDENDA
A. All addenda issued before bid opening shall be included in the bid and shall be apart of the Contract.
2/2004 3 Instructions to Bidders
SECTION 12 -- REQUIREMENTS IMMEDIATELY AFTER SIGNING THE CONTRACT
A. Immediately after signing the Contract, the Contractor shall famish the following to the Owner:
1. Executed performance, labor and material payment bonds, each in an amount equal to 100 percent of the
contract sum as specified in the General Conditions.
2. Insurance certificates as specified in the General Conditions.
3. A cost breakdown of the work that may, as approved by the Owner, serve as a basis for making monthly
payments to the Contractor.
4. A project schedule as to how he intends to construct the project. This must be, in the opinion of the Owner, a
realistic method of analyzing and scheduling each component of the work. It must show'when all trades or
crafts start and finish their work. This schedule must be reviewed at least biweekly and updated as required. A
critical path method of scheduling is preferred. If the Contractor cannot produce and maintain such a schedule,
this service must be obtained from an outside consultant. The schedule must be approved by the Owner's
Representative before the Contractor submits the first payment request.
B. The Contractor shall issue subcontracts as mutually agreed between the Owner and the Contractor. A complete list of
subcontractors and major suppliers including names, addresses and telephone numbers are required within fourteen (14)
days of the Owner's subcontractor review.
SECTION 13 -- DISQUALIFICATION
A. If the above requirements are not satisfied, the bid may be disqualified at the discretion of the Owner.
2/2004 4 Instructions to Bidders
BRIGHAM YOUNG UNIVERSITY -IDAHO
PHYSICAL FACILITIES DEPARTMENT
REXBURG, ID 83460-8205
SHORT FORM CONTRACT
To: Contract Date:
Project No.:
Work Order No:
(Hereinafter called "0d ")
Brigham Young University -Idaho (hereinafter called "Owner") engages the contractor to perform and complete the
following described work, on the terms and subject to the conditions hereafter set forth (including the Contract documents
identified below):
A. IDENTIFICATION OF CONTRACT DOCUMENTS: Furnish all labor and materials to do work as contained in
the plans and specifications entitled " " dated , and prepared by . The Church of Jesus Christ of
Latter-day Saints Brigham Young University -Idaho Standard Contract Requirements are a part of this contract.
B. COMPENSATION:
Total compensation for the above work shall be
C. TIME OF COMPLETION:
The work shall be completed on or before
D. OWNER'S REPRESENTATIVE IS:
E. CONTRACTOR'S REPRESENTATIVE IS:
Charles N. Andersen
The Contractor agrees to perform the work covered by this Contract and to comply with and be bound by all of the terms and
conditions contained in the Contract Documents.
BRIGHAM YOUNG UNIVERISTY-IDAHO DATE` Z.I'4 DATE
PHYSICAL FACILITIES DIRECTOR DATE
DISTRIBUTION
I. Contractor THE CHURCH OF JESUS CHRIST
2, Owner's Representative OF LATTER-DAY SAINTS
3. Purchasing CHURCH EDUCATIONAL SYSTEM
CONTRACT
212004
CONTRACT
AT
Project No:
Work Order No:
Account No:
THIS CONTRACT, made and executed as of the ?????????, by and between BYU-IDAHO, a non-profit Utah
corporation of Rexburg, Idaho (hereinafter referred to as "Owner"), and ?????? (hereinafter referred to as
"Contractor").
WITNESSETH:
That for and in consideration of the payments hereinafter specified to be paid by the Owner to the Contractor and the
covenants and agreement herein contained to be kept and performed by the parties hereto, the Contractor agrees to
the construction of the Spori Replacement Building at BYU-Idaho in Rexburg, Idaho (hereinafter referred to as the
"Project"), and to furnish and deliver all materials, and perform and supervise all work as required herein and by the
contract documents hereinafter identified, all of which shall collectively constitute the contract, and shall hereinafter
be referred to collectively as the "Contract".
ARTICLE L THE IDENTIFICATION OF CONTRACT DOCUMENTS
A. The Plans entitled "???" were prepared by ??? and approved by Charles N.
Andersen, Director of Physical Facilities at BYU-Idaho, on ???.
B. The Specifications entitled "???" were prepared by ???, and approved by Charles N.
Andersen, Director of Physical Facilities at BYU-Idaho, on ???.
C. Addendum Number One, dated ???
D. Addendum Number Two, dated ???
2/2004 Long Form Contract
E. Addendum Number Three, dated ???
F. Addendum Number Four, dated ???
G. The Church of Jesus Christ of Latter-day Saints Standard Contract Documents
are a part of this Contract (including the Supplementary Conditions).
ARTICLE II. THE CONTRACT SUM j
i
The Owner agrees to pay to the Contractor, in accordance with the terms hereof, the i
following: (spell out ------------------------------------------------------------------- ----------------------------------------------M.
1
Base Bid
$???
Alt. I
If any
Alt. 2
If any
i
Total
$???
The Contractor agrees to accept a total of (spell
as full compensation for performing his obligation under the contract.
ARTICLE III. DATE OF COMPLETION
The Contractor agrees to complete the work required by the Contract on or before
midnight???. Time is hereby expressly declared to be of the essence of the contract.
ARTICLE IV. THE CONTRACTOR'S REPRESENTATIVE
The Contractor's Representative is ???
ARTICLE V. THE OWNER'S REPRESENTATIVE
The Owner's Representative is Charles N. Andersen
2/2004 Long Foran Contract
IN WITNESS WHEREOF, the Owner has caused this instrument to be signed by its President, attested by its
Secretary, and its corporate seal to be hereunto affixed, and the Contractor has hereunto affixed his signature as of
the day and year above written.
ATTEST: BYU-IDAHO
A Utah Corporation
President— BYU-Idaho
Vice President — BYU-Idaho
Contractor
ACKNOWLEDGED:
Director of Physical Facilities
22004 Long Form Contract
GENERAL CONDITIONS
SECTION 1 - DEFINITIONS
SECTION 2 - CONTRACT DOCUMENTS
SECTION 3 - DISCREPANCIES IN CONTRACT DOCUMENTS
SECTION 4 - ADDITIONAL DRAWINGS & INSTRUCTIONS
SECTION 5 - OWNERSHIP AND MAINTENANCE OF DRAWINGS
SECTION 6 - PROGRESS MEETINGS
SECTION 7 - PROJECT SCHEDULE
SECTION 8 - EMERGENCIES
SECTION 9 - SUBMITTALS, SHOP DRAWINGS AND SAMPLES
SECTION 10 - ROYALTIES & PATENTS
SECTION 11 - CONTRACTOR'S LIABILITY INSURANCE & BONDS
SECTION 12 - HOLD HARMLESS AGREEMENT
SECTION 13 - BUILDER'S RISK LOSSES
SECTION 14 - PERMITS AND REGULATIONS
SECTION 15 - MEASUREMENTS, SURVEYS, BUILDING LAYOUT, & SITE EXAMINATION
SECTION 16 - INSPECTION OF WORK
SECTION 17 - SUPERVISION & CONSTRUCTION PROCEDURES
SECTION 18 - ARCHITECT'S STATUS AND DECISIONS
SECTION 19 - MATERIAL AND EQUIPMENT
SECTION 20 - TEMPORARY CONSTRUCTION FACILITIES
SECTION 21 - TESTING
SECTION 22 - CUTTING AND PATCHING
SECTION 23 - CONDEMNATION OF WORK
SECTION 24 - CHANGES IN WORK
SECTION 25 - CLAIMS FOR EXTRA COST
SECTION 26 - DELAYS AND EXTENSION OF TIME
SECTION 27 - DISPUTES
SECTION 28 - CORRECTION & WARRANTY OF WORK
SECTION 29 - OWNER'S RIGHT TO DO WORK
SECTION 30 - CONTRACTOR'S PAY REQUEST
SECTION 31 - PAYMENTS TO CONTRACTOR
SECTION 32 - PAYMENTS WITHHELD
SECTION 33 - CONTRACTOR'S RESPONSIBILITY
SECTION 34 - SUBCONTRACTORS
SECTION 35 - LOCKOUT/TAGOUT, CONFINED SPACE AND HAZARD COMMUNICATION
SECTION 36 - OWNER'S RIGHT TO CANCEL CONTRACT
SECTION 37 - CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT
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SECTION 38 - SEPARATE CONTRACTS
SECTION 39 - ASSIGNMENT
SECTION 40 -LIQUIDATED DAMAGES
SECTION 41 - ACCELERATION OF WORK
SECTION 42 - CONTRACTOR'S QUALITY CONTROL
SECTION 43 - TEMPORARY OR TRIAL USAGE OF ANY MECHANICAL DEVICES
SECTION 44 - PROJECT CLOSEOUT
SECTION 45 - OWNER -PURCHASED MATERIALS AND EQUIPMENT
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GENERAL CONDITIONS
SECTION 1 - DEFINITIONS
A. OWNER - Brigham Young University- Idaho, Rexburg, Idaho hereinafter referred to as the "Owner."
B. OWNER'S REPRESENTATIVE - The Physical Facilities Director - Physical Facilities Department, 224
Physical Facilities Building, Brigham Young University -Idaho, Rexburg, Idaho 83460-8205
C. ARCHITECT - The Architect is a licensed Architect, Engineer, or organization so designated in the Contract.
The term "Architect' means the Architect or his authorized representative.
D. CONTRACTOR - The Contractor is the person or organization identified as such in the Contract and referred
to throughout the Contract as if singular in number and masculine in gender. The term "Contractor" means
General Contractor or his authorized representative.
E. SUBCONTRACTOR - The person, firm or corporation supplying direct or indirect labor and/or materials at
the site of the Project and under separate contract or agreement with the Contractor.
F. PROJECT COORDINATOR - The person who acts as liaison between the Owner and the Contractor for the
Project.
G. THE WORK - The work includes all labor necessary to produce the construction required by the Contract and
all materials and equipment incorporated or to be incorporated in such construction.
H. THE PROJECT - The Project is the total construction designed by the Architect. The work performed under
the Contract may be the whole or a part.
WRITTEN NOTICE - Written notice shall be deemed to have been duly served if delivered in person to the
individual or to an officer of the corporation for whom it was intended. Written notice is also served by a
registered or certified mailing to the last known address of the corporation.
SECTION 2 - THE CONTRACT DOCUMENTS
A. The "Contract " consists of the Contract, the Instructions to Bidders, the Supplementary Conditions, the
General Conditions, the Drawings, the Specifications, Addenda and Change Orders. A modification may be
made only by Change Order after execution of the Contract.
B. The Contract - The Contract represents the entire agreement between the parties and supersedes all prior
negotiations, representations or agreements (either written or oral) including the bidding documents. The
Contract may be amended or modified only by a Change Order.
C. The Contract and associated documents are complementary, and what is required by one shall be as binding as
if required by all. The intention of the Contract is to include all labor, materials, equipment and other items
necessary for the proper execution and completion of the Project.
D. Words that have well-known technical or trade meanings are used herein by such recognized meanings.
E. Within the Contract there shall be the following precedence:
1. The Contract takes precedence over all other documents.
2. Supplementary General Conditions take precedence over General Conditions.
3. General Conditions take precedence over Drawings and Specifications.
4. Addenda or modifications of any nature, to the Drawings and Specifications, take precedence over the
original.
S. Specifications take precedence over Drawings.
6. Within the Working Drawings, the larger scale takes precedence over smaller, figured dimensions over
2/2004 1 General Conditions
scaled, and noted materials over graphic indications.
SECTION 3 - DISCREPANCIES IN THE CONTRACT
A. Should any question arise regarding the Contract, the Contractor shall request written interpretation and
clarification from the Architect before proceeding. Without such request and authorization, the Contractor
proceeds at his own risk.
SECTION 4 - ADDITIONAL DRAWINGS & INSTRUCTIONS
A. The Architect shall promptly furnish any additional instructions or clarification necessary for proper execution
of the work specified in the Contract.
SECTION 5 - OWNERSHIP AND MAINTENANCE OF DRAWINGS
A. All drawings and specifications furnished to the Contractor are the property of the Owner. They are not to be
used on other work and are to be returned to the Owner if so requested. One copy may be retained by the
Contractor.
B. The Owner shall furnish, free of charge to the Contractor, all copies of drawings and specifications reasonably
necessary for the execution of the work. The Contractor shall keep in good order on the Project one copy of
drawings, addenda and specifications that shall be readily available to the Architect and the Project
Coordinator.
SECTION 6 - PROGRESS MEETINGS
A. Weeklyjob site meetings will be held by the Project Coordinator. The agenda and meeting minutes will be
prepared by the Architect. The Architect shall distribute meeting minutes within seven days of the meeting.
1. The Contractor shall attend such meetings and shall require subcontractors to attend as necessary.
2. These meetings are to:
a. Insure that all activities are being coordinated property on the Project.
It. Review the schedule.
C. Check the status of
(l) Submittals, including shop drawings and samples.
(2) Change Orders and Job Instructions.
(3) Payment requests.
(4) Any other matters that may need to be reviewed.
SECTION 7 - PROJECT SCHEDULE
A. Within 7 days after the notice to proceed and not less than 14 days prior to the first pay request, the contractor
shall submit a project schedule to include all sections of work associated with the project. The project
schedule shall be submitted in a CPM format using a recognized scheduling software. The Contractor shall
prepare the schedule to be printed out on a sheet or series of sheets of stable transparency or other
reproducible media, of sufficient width to show data for the entire construction period.
B. The Contractor shall submit a printed form of the schedule as noted above and shall also submit the schedule
on disk so the owner can review the schedule and use the schedule. The Contractor shall submit the schedule
with early start early finish dates and late start late finish dates. Changes during the contract period that do
not impact the schedule beyond the contract completion date will not be considered as an impact.
C. The schedule shall be in sufficient detail to include, but not be limited to, all sections of the specifications and
plans that are of significant elements to the project. All work shall be represented to show relationships
leading to the critical path of the project.
D. After the acceptance of the schedule the contractor shall submit a baseline schedule. This baseline schedule
will be used throughout the project to evaluate impact of change orders and delays. The baseline schedule
212004 2 General Conditions
shall be updated and reviewed at each project meeting as directed by the owner's representative.
E. All activities on the schedule shall be related to the schedule of values of the project. This relationship shall
be submitted with each pay request with an updated schedule to show actual work in place vs. scheduled,
with percentages shown of both dollars and work in place for the total project and the current billing period.
SECTION 8 - EMERGENCIES
A. In case of an emergency endangering life or threatening the safety of the structure or of adjoining property, the
Contractor may, without waiting for specific authorization from the Architect or Owner, act at his own
discretion to safeguard life or property. Compensation and time shall be allowed the Contractor for such
emergency work. The amount of both shall be decided between the Contractor, the Architect, and the Owner.
B. The Contractor shall notify the Project Coordinator immediately and shall make a full written report of such
emergency action to the Project Coordinator within seven days after the event.
SECTION 9 - SUBMITTALS, SHOP DRAWINGS AND SAMPLES
A. General:
1. Deliver submittals, shop drawings or samples to the Owner and Architect as indicated below. Accompany
each submittal with a transmittal letter indicating the title of the Project, the name of the Contractor, the
title of the submittal and the specification section number.
B. Submittal Schedule:
1. The Contractor shall, within twenty-one (21) calendar days after receipt of the signed contract, furnish a
submittal schedule listing all items that the Contract requires for review. This schedule shall include,
among other things, shop drawings, manufacturers' literature, certificates of compliance, material samples,
material colors, guarantees, etc.
2. The schedule shall show the type of item, the Contract requirement reference, the Contractor's scheduled
dates for submitting the items and the projected need dates for review answers from Architect. The
schedule shall show a minimum of twenty-one (21) calendar days for review by the Architect. If re-
submittal is required, an additional fourteen (14) days will be allowed. The Contractor shall revise and
update this schedule as appropriate and submit it with each payment estimate until all items have been
submitted and reviewed.
3. Coordinate the submittal schedule with the Project schedule for all the work. The Contractor shall revise
and update the submittal schedule to insure consistency with the Project schedule. The Contractor shall
promptly provide such revised submittal schedules to the Owner.
4. Furnishing of the submittal schedule or subsequent revisions shall not be interpreted as relieving the
Contractor of the obligation to comply with all Contract requirements for items on the schedule.
C. Definitions:
1. Shop drawings are drawings, diagrams, illustrations, schedules, performance charts, brochures, and other
data prepared by the Contractor or subcontractor, manufacturer, supplier, or distributor. Shop drawings
illustrate some portion of the work and confirm dimensions and conformance to the Contract.
2. Samples are physical examples furnished by the Contractor to illustrate materials, equipment, color, or
construction and to help establish standards by which the work will be judged.
D. Procedure:
1. The Contractor shall review and stamp his approval and certification that the products and methods meet
the requirements specified in the Contract. The Contractor shall submit four (4) copies to the Architect
and one (1) copy to the Owner, with reasonable promptness and in orderly sequence. Shop drawings and
samples not required by the Contract but requested by the Contractor, or supplied by those under contract
to him, need not be submitted to the Architect and Owner for approval. These shop drawings shall meet
all specified shop drawing requirements, except those relating to submission to the Architect and Owner.
2. The Contractor shall reject shop drawings not in conformance with the Contract.
3. Shop drawings shall be complete and detailed. If reviewed by the Architect, each copy of the shop
2/2004 3 General Conditions
drawings shall be stamped and dated by the Architect. If review "with exception" or "as noted" by the
Architect is so identified, stamped and dated, the Contractor shall comply with notations shown. If the
Architect requires resubmission of submittals, the Contractor shall make any corrections at the Contrac-
tor's expense. The Contractor shall not copy Project drawings and use those drawings as submittals.
a. Any shop drawing, which does not conform, to the Contract shall be explicitly noted on the
drawings and in the transmittal letter. This shall not be construed as approval to proceed with
performing or providing the changed work until specifically approved by the Owner and a Change
Order accordingly issued. If shop drawings show variations from Contract requirements because of
standard shop practice, or for any other reason, such variations shall be explicitly noted in the
transmittal letter. Shop drawing review shall be general. It shall not relieve the Contractor of
responsibility for accuracy of such shop drawings, nor for proper fitting, construction of work,
furnishing of materials or work required by Contract and not shown on shop drawings.
b. The number of copies of shop drawings and other submittals required will be established at the pre -
construction conference if more than five are required. The Contractor shall bear cost of reproduc-
ing copies of shop drawings required. Instead of prints, a sepia may be required.
E. By approving shop drawings and samples, the Contractor determines and certifies that all field measurements,
field construction criteria, materials, catalog numbers and similar data conform to the Contract. The
Contractor determines and certifies that he has checked and coordinated each shop drawing and sample with
requirements of the Contract.
F. No work requiring a shop drawing or sample submission shall be commenced until submission has been
approved in writing by the Architect.
G. Samples:
1. Where specified or required, the Contractor shall submit samples to the Architect with specification
material, affidavits and other documentation as required by the Architect or the Owner.
2. It is the Contractor's specific responsibility to ascertain that samples have been checked and approved
before being submitted.
3. Cost of samples, including transportation, delivery and any other costs, shall be borne by the Contractor.
Unless specified otherwise, samples shall be submitted in triplicate for the Architect, the Owner and the
Contractor. The Contractor shall keep his samples on the jobsite. Where samples are specifically required
to be submitted for approval, no work involving the sampled materials shall proceed until written
approval has been obtained from the Architect.
H. Review by the Architect and the Owner:
I. Review of shop drawings by the Architect and the Owner shall not be construed as a complete check, but
will show only that the general method of construction and detailing is satisfactory. Review of such
drawings will not relieve the Contractor of responsibility for any error that may exist in the submittals.
SECTION 10 - ROYALTIES & PATENTS
A. The Contractor shall pay all royalties and license fees. The Contractor shall defend and hold the Owner
harmless from all suits or claims for infringement of any patent rights.
SECTION 11 - CONTRACTOR'S LIABILITY INSURANCE AND BONDS
A. Insurance:
1. The Contractor shall not commence work under this Contract until he has obtained the insurance required
and evidence of such insurance has been submitted to and approved by the Owner. The submittal of said
evidence to the Owner shall not relieve or decrease the liability of the Contractor.
a. Workers' Compensation & Employers' Liability Insurance -
(1) As required by statute.
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b. Commercial General Liability Insurance - ISO Form CO 00 of (10/93) or equivalent, Occurrence
Policy, with -
(1) Limits of not less than -
(a) General Aggregate $ 2,000,000.00
(b) Products - Comp/OPS Aggregate $ 2,000,000.00
(c) Personal and Advertising Injury $ 1,000,000.00
(d) Each Occurrence $ 1,000,000.00
(e) Fire Damage (any one fire) $ 50,000.00
(0 Medical Expense (any one person) $ 5,000.00
(2) Endorsements attached thereto including the following or their equivalent -
(a) ISO Form CG 25 03 (11/85), Amendment of Limits of Insurance (Designated Project
or Premises), describing the subject Contract and specifying the limits as shown above.
(b) ISO Form CG 20 10 (10/93), Additional Insured -- Owners, Lessees, or Contractors
(Form B), naming the Owner as an additional insured and containing the following
statement - "This endorsement also constitutes primary coverage in the event of any
occurrence, claim, or suit."
C. Automobile Liability Insurance, with -
(1) Limits of not less than $1,000,000.00 Combined Single Limit per accident.
(2) Coverage applying to any auto.
B. Certificate of Insurance, on ACORD 25-5 (3/88) Form, or equivalent, filed with the Owner identifying:
1. Owner, as defined in the Construction Contract, as Certificate Holder and Additional Insured.
2. Endorsements, as listed above. (Note: if forms other than ISO forms are used, copies of the non -ISO
forms are to be attached to this certificate).
3. Project as defined in the Construction Contract.
4. Cancellation clause of the certificate amended to read, "Should any of the above described policies be
canceled before the expiration thereof, the issuing company will mail a notice within thirty (30) days to
the certificate holder named."
5. Insurance Companies Providing Coverage - All companies listed must be rated "A-" or better in the
Standard and Poor's Solvency Review Guide Property & Casualty (current edition.)
6. The Name, Address, and Telephone Number of The "Producer" - The certificate is to bear an original
signature of the Authorized Representative of the Producer. Facsimile or mechanically reproduced
signatures will not be accepted.
C. Performance Bond and Labor & Material Payment Bond:
L The Contractor shall furnish the Owner a performance bond, and a labor and a material payment bond
each in an amount equal to 100 percent of the Contract sum as security for all obligations arising under
the Contract. Such bonds shall -
a. Be written on Form AIA Document A312. Where the laws of the state in which the Project is
located mandate a statutory payment bond form, such mandated payment bond form shall be used
but is to be accompanied by the AIA Document A312 Performance Bond.
b. Be issued by a surety company or companies licensed in the state in which the Project is located and
holding valid certificates of authority under Sections 9304 to 9308, Title 31, of the United States
code as acceptable sureties or reinsurance companies on federal bonds. The penal sum obligation
assumed by each surety, shall not exceed the authorization shown in the current revision of Circular
#570 as issued by the United States Treasury Department, i.e., "Treasury List."
C. Be accompanied by a certified copy of the Power of Attorney stating the authority of the Attorney-
in-fact executing the bonds on behalf of the Surety.
D. The Owner reserves the right to reject any insurance company, policy, endorsement, certificate of insurance,
surety company, performance bond, or labor and material payment bond with or without cause.
E. The cost of such insurance and such bonds as required above shall be the obligation of the Contractor.
212004 5 General Conditions
SECTION 12 - HOLD HARMLESS AGREEMENT
A. Besides obtaining insurance coverage as required above, the Contractor shall indemnify and save the Owner,
the Architect, and their agents and employees harmless from and against any liability, demands, causes of
action or claims thereof, whether well founded or otherwise, including the cost of defending the same, for
bodily injury to any person whosoever (including the employees of the Owner or the Architect) or damage to
property of any person during construction because of the negligence of the Contractor, the subcontractors or
materialmen, their agents or employees.
B. The Contractor shall be liable to defend the Owner and Architect in any lawsuit filed by any subcontractor or
supplier because of the building Project that is the subject matter of this Contract. Where liens have been filed
against the Owner's property, this shall include and require the Contractor or his bonding company to obtain
lien releases and record them in the appropriate county or local jurisdiction so as to unencumber and provide
the Owner with a title free and clear from any liens filed by subcontractors or material suppliers.
C. No subcontract shall relieve the Contractor of any of his liability or obligation under the Contract. The
Contractor agrees that he is fully responsible to the Owner for acts or omissions of his subcontractors and their
materialmen and of persons either directly or indirectly employed by them.
SECTION 13 - BUILDERS RISK LOSSES
A. The Owner will provide Builder's Risk Insurance or reimburse the Contractor for losses to the Project,
described herein, to the extent to which such losses are or would be covered by the Owner's American
Protection Insurance Company's "All Risk" insurance policy covering Builders Risk Insurance.
Deductible Clause - All claims for loss or expense arising out of one occurrence shall be adjusted as one
claim, and from the amount of such adjusted claim, there shall be deducted the sum of:
a. $1,000.00 on Projects less than $1,000,000.00.
b. $5,000.00 on Projects more than $1,000,000.00.
(The deductible amounts are the responsibility of the Contractor or Subcontractor.)
2, Loss Reporting Procedure - All losses requiring reimbursement under this Section shall be reported to
the Project Coordinator as soon as practical and always before the beginning of repairs so that details of
the loss can be obtained and verified to simplify a prompt loss adjustment.
B. Copies of the insurance forms referred to above are available from the Owner at the Brigham Young University
Physical Facilities, Construction Section offices.
SECTION 14 - PERMITS AND REGULATIONS
A. Permits
1. The Contractor shall obtain and the Owner shall pay cost of permits necessary for completion of this
work.
2. The Contractor shall notify the Project Coordinator and the local jurisdiction of all inspections and secure
certificates of occupancy that may be required by authorities having jurisdiction over the work. The
Contractor shall deliver these certificates to the Project Coordinator before execution of the Certificate of
Substantial Completion.
B. Regulations:
1. The Contractor and others working under his jurisdiction shall do all work according to laws, regulations,
and ordinances required by governmental authority or other agencies having jurisdiction over this work.
2. If the Contractor observes that the Contract is in variance with any laws, regulations or ordinances, he
shall notify the Project Coordinator and shall not proceed unless necessary changes required for
compliance with said laws, regulations and ordinances have been made as provided in the General
Conditions, Section 24. The Contractor shall be fully responsible for any work knowingly done contrary
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to laws, regulations, and ordinances. The Contractor shall fully indemnify the Owner against loss and
bear all costs and penalties arising from those violations.
SECTION 15 - MEASUREMENTS, SURVEYS, BUILDING LAYOUT & SITE EXAMINATION
A. The Owner will be responsible for establishment of lot lines and benchmarks.
B. The Contractor shall be responsible for
1. Laying out the work hereunder on the building site.
2. The proper observance of property lines and set back requirements.
3. The location and layout of buildings as noted in the drawings with respect to the position on the property
and elevation in relation to the grade.
C. If existing conditions shown in the Contract differ materially from those the Contractor encounters in the
performance of the work, the Contractor shall immediately notify the Architect and the Owner in writing.
D. The Architect and the Owner shall promptly investigate the reported differing conditions. If they find that such
conditions do materially differ and cause an increase or decrease in the Contractor's cost or the time required
for performance of any part of the work, the Owner shall make art equitable adjustment by Change Order.
E. As the work progresses, the Contractor shall lay out on the forms, or floors, the exact locations of all partitions
as a guide to all trades. Subcontractors providing work that is to be placed in connection with walls and/or
partitions shall check such locations and immediately notify the Contractor of any conflicts in structure or
changes necessary to adapt services, utility lines or equipment required by the Contract. Subcontractors and
others failing to make such checks and give notice as outlined above shall be required to assume any costs
resulting from their failure to do so.
F. Before ordering materials or doing work, the Contractor shall verify all measurements to properly size or fit the
work. No extra charge or compensation will be allowed by the Owner resulting from the Contractor's failure to
comply with this requirement.
SECTION 16 - INSPECTION OF WORK
A. The Architect and the Project Coordinator shall always have full access to all phases of the work. The
Contractor shall provide adequate means to simplify inspection by the Architect and Project Coordinator.
I. The Contractor shall notify the Project Coordinator and local authorities twenty-four (24) hours
before doing work that covers or otherwise makes it difficult to inspect structural, plumbing,
mechanical or electrical work.
2. Should any of the work be covered without proper notification having been given to the Project
Coordinator and local authorities, the Contractor shall uncover that work for inspection at his own
expense.
3. The Contractor shall schedule the work so an inspection team may observe and inspect a maximum
part of the mechanical, electrical, and plumbing work in operating condition, before it is covered up.
This inspection team will furnish a list of items that must be completed to the satisfaction of the
Project Coordinator before the work is concealed.
SECTION 17 - SUPERVISION & CONSTRUCTION PROCEDURES
A. The Contractor shall be solely responsible for all construction means, methods, techniques, sequences, and
procedures and for coordinating all portions of the work under the Contract. The Contractor shall not change
superintendents without the written consent of the Owner.
SECTION 18 - ARCHITECT'S STATUS AND DECISIONS
A. The Architect shall assist the Project Coordinator during the construction period.
1. The Architect will make frequent visits to the site to familiarize himself with the progress and quality of
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the work and to determine if the work is proceeding according to the Contract and schedule. During
periodic visits the Architect may condemn work that fails to conform to the Contract.
2. The Architect shall interpret the conditions of the Contract and be the judge of its performance. He shall
use his powers under the Contract to enforce its faithful performance by the Contractor. The Architect
will review shop drawings and prepare Job Instructions. The Architect will conduct inspections with the
Project Coordinator to determine the dates of substantial completion and final completion.
3. The Architect's administrative authority shall be exercised through the Project Coordinator, except as
otherwise provided in the Contract.
4. Neither the Owner nor the Architect will be responsible for construction means, methods, techniques,
sequences or procedures, or for safety precautions and programs concerning the work. Neither the Owner
nor the Architect will be responsible for failure of the Contractor, subcontractor, material supplier or their
employees to carry out the work according to the Contract.
B. The Architect's decisions in matters relating to artistic effect will be final if consistent with the intent of the
Contract.
SECTION 19 - MATERIAL & EQUIPMENT
A. DELIVERY, STORAGE, & HANDLING
1. Materials shall be delivered to the site in original packaging with labels and trademarks intact, and such
labels and trademarks shall remain intact until used. All materials, including structural steel and piping,
shall be manufactured in the United States of America.
2. The Contractor shall confine his apparatus, storage of materials, and operations of his workers to limits
indicated by law, ordinances and permits. The Contractor shall arrange and maintain parking of vehicles
and storage of materials within contract limit lines and in an orderly manner leaving all walks, driveways,
roads and entrances unencumbered.
3. All equipment on the site shall be protected from physical damage and from the elements by measures
satisfactory to the Architect and the Project Coordinator. All rotating equipment shall be rotated four
turns weekly during construction.
4. If any material is found not conforming to the Contract, the Contractor shall remove such nonconforming
materials at his expense.
B. PRODUCT OPTIONS & SUBSTITUTIONS
L When several materials are specified in the Contract by name for one use, the Contractor may select any
one of those so specified. The mixing of different products specified by name for one use is prohibited.
2. Items and material not specified in the Contract and installed in the work shall be removed and replaced
by specified items and material at no additional cost to the Owner. No additional time will be added to
the Contract for removal or replacement.
3. Wherever words "approved by," "satisfactory to," "submitted to," "inspected by," or similar phrases are
used in this specification, they shall be understood to mean that the material or item referred to shall be
approved by, be satisfactory to, submitted to, or inspected by the Architect and the Project Coordinator.
SECTION 20 - TEMPORARY CONSTRUCTION FACILITIES
A. TEMPORARY ELECTRICITY
1. The Contractor shall arrange with the proper authority (State, County, City, Owner, etc.) for all power
required by the Contractor during the construction period until the Certificate of Substantial Completion
is issued. The Contractor shall bear all costs for these utilities until final acceptance by the Owner. This
shall include costs for installation of all equipment, meters, lines, etc., for the use and maintenance of all
utilities. The method of metering, connections, etc., must have the written approval of the body
furnishing the utility to the Contractor. The Contractor shall be responsible for all utilities needed for his
use during the entire construction period.
2. The Contractor shall provide all temporary wiring, outlets, metering, and associated materials. The
temporary electrical system shall comply with local codes and Article 305, "Temporary Wiring," of the
National Electrical Code.
3. The Contractor shall provide electrical power to distribution centers only.
4. If utility service is available from the Owner's permanent utilities, the Contractor may, by arranging with
2/2004 8 General Conditions
the Owner and paying for all costs, use these permanent utilities. The Owner assumes no responsibility
for damage caused by the Contractor using any of the Owner's utilities due to interruption of services by
the Owner, whatever the cause.
5. If electrical utility service is available from the Owner, the cost to the Contractor will be $.060 per
kilowatt-hour.
B. TEMPORARY LIGHTING
L The Contractor shall provide wiring, outlets and fixtures for temporary lighting.
2. The Contractor shall provide pigtails and other lights for all areas within and around the building,
sufficient to provide the following intensities:
a. All working areas 3 foot candles
b. Stairs, landings, ramps 5 foot candles
c. Outdoor floodlighting within contract limit lines 3 foot-candles
d. All areas involving finish work 30 foot candles
C. TEMPORARY HEATING, COOLING & VENTILATING
1. All temporary heating and cooling shall be arranged and paid for by the Contractor. Heating and cooling
from the central plant will be charged at $5.00 per million BTUs if available from the Owner.
2. New Additions and New Buildings:
a. The Contractor shall be responsible for installation and operation of temporary heating, cooling, and
ventilating units including fuel, temporary piping, fittings, wiring, and connections in new additions
and new buildings as necessary.
b. The Contractor shall be responsible for damage to building and contents caused by cold, heat, and
dampness.
C. The Contractor shall maintain safe conditions for use of temporary heating, cooling, and ventilating
systems including, but not limited to, the following:
(l) Operate equipment Following the manufacturer's instructions.
(2) Provide fresh air ventilation required by the equipment manufacturer.
(3) Keep temperature of fuel containers stabilized.
(4) Secure fuel containers from overturning.
(5) Operate equipment away from combustible materials.
(6) Provide adequate fire extinguishers.
3. Existing Building:
a. Unless otherwise specified, existing facilities may be used, at the Owner's expense, to maintain
minimum heating and cooling requirements. Normal setback temperature patterns shall not be
interfered with except as specifically required to meet construction requirements. The existing
system shall be protected by the Contractor from contamination, construction dust and debris.
Filters shall be maintained in a clean condition and replaced with new filters at the completion of
construction.
4. Specific heating requirements, unless otherwise specified, include but are not limited to:
a. Gypsum Plaster - Uniform minimum temperature of 55 deg F for a week before application of
plaster, during plastering operations, and until plaster is dry.
b. Gypsum Board - 55 deg F minimum day and night during entire joint treatment operation and until
execution of Certificate of Substantial Completion.
C. Ceramic Tile - 50 deg F minimum during preparation of mortar bed, laying of the tile, and for 72
hours atter completion of the tile work.
d. Acoustical Tile - 70 deg F minimum during setting of the tile.
e. Resilient Flooring - 70 deg F minimum during application.
f Painting - 55 deg F minimum during painting operations and until dry.
5. When temporary heating, cooling, or ventilating is no longer required, the Contractor shall dismantle the
temporary system and remove it at his own expense. The Contractor shall return permanent mechanical
equipment to'like-new' condition for the Substantial Completion Inspection. All warranties will begin at
substantial completion regardless of when the equipment was started.
D. TEMPORARY TELEPHONE
1. The Contractor shall install a job telephone at his own expense. Local calls shall be paid for by the
Contractor. Long-distance and toll calls shall be paid for by the party making the call. The Project
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Coordinator and the Architect shall have free and unrestricted use of this telephone concerning this job.
Incoming calls shall be promptly answered during working hours.
E. TEMPORARY WATER
1. The Owner will allow the Contractor usage of existing water facilities required for construction. If
additional water is needed which cannot be supplied by existing facilities, the Contractor is to pay for
installation of all valves, piping and metering, and arrange with the proper authority for connection of the
additional water.
F. TEMPORARY SANITARY FACILITIES
1. The Contractor shall provide and maintain sanitary, temporary toilets.
2. The Contractor shall at all times maintain such facilities clean, neat and sanitary.
3. These temporary toilets shall be connected to the sewer wherever possible.
4. Temporary outside toilets shall be removed at completion of the job.
G. SCAFFOLDING AND PLATFORMS
1. The Contractor or his subcontractors shall furnish and maintain all equipment such as temporary stairs,
ladders, ramps, platforms, scaffolds, hoists, runways, derricks, chutes, elevators, etc., as required for
proper execution of the work.
2. All apparatus, equipment, and construction shall meet all requirements of labor laws, safety regulations
and other applicable State or local laws.
3. Permanent stairs shall be built whenever needed. The Contractor shall provide temporary treads,
handrails, and shaft protection as needed or as required by governing codes.
H. TREE & PLANT PROTECTION
1. Before commencing site work, the Owner shall build and maintain protective fencing around existing
trees and vegetation as identified on the Project drawings.
a. Individual trees shall have protective fencing built beyond drip line and to the satisfaction of the
Project Coordinator.
b. Groups of trees and other vegetation shall have protective fencing built around the entire group to
the satisfaction of the Project Coordinator.
C. Areas within protective fencing shall remain undisturbed and shall not be used for any purpose.
2. The Contractor shall protect all other trees, shrubs and lawns and all landscape work from damage.
Provide guards and covering. If normal sprinkling system is disrupted, the Owner shall hand water all
trees and other vegetation affected.
3. Vegetation designated on drawings to be protected that has died or has been damaged beyond repair shall
be removed and replaced by the Owner and back charged to the Contractor.
I. TEMPORARY ENCLOSURES
1. When walls and roof are in place, the Contractor shall provide temporary, weather tight enclosures for all
exterior openings to protect all work from the weather. Openings into existing structure shall be made
weatherproof.
J. PROTECTION FROM SNOW & ICE
The Contractor shall remove all snow and ice as may be required for the proper safety, protection and
execution of the work.
K. BRACING, SHORING, & SHEATHING
1. The Contractor shall design, furnish, install, and maintain all shoring, bracing, and sheathing as required
for safety and for proper execution of the work and have same removed if required when the work is
completed.
L. PROTECTION OF PERSONS
1. The Contractor shall provide, install, and maintain all necessary precautions to protect all persons on the
site, including members of the public, from injury or harm. Such measures shall include:
a. Posting of appropriate warning signs in hazardous areas.
212004 10 General Conditions
b. Providing guardrails, fencing and barricades of adequate heights around all openings in floors or
roofs, and around all excavations. All guardrails shall meet all applicable codes.
C. Providing warning lights around obstructions, pits, trenches, or similar areas on-site or in adjacent
streets, roads, sidewalks, or in the structure itself.
d. When use or storage of hazardous materials or equipment is necessary for the execution of the work,
the Contractor shall exercise the utmost care and shall carry on such activities under the supervision
of properly qualified personnel.
M. PROTECTION FROM WEATHER
1. The Contractor shall always provide protection against weather (rain, wind, storm, frost, or heat) and keep
all work, materials, apparatus, and fixtures free from damage. At the end of the day's work, all work that
might be damaged shall be covered.
2. During cold weather, the Contractor shall protect all work from damage. If low temperatures make it
impossible to continue operations safely in spite of cold weather precautions, the Contractor shall cease
work and so notify the Project Coordinator.
N. PROTECTION OF EXISTING WORK
1. The Contractor shall protect all streets, private roads, and sidewalks, including overhead protection where
required, and shall make all necessary repairs to damaged work at his own expense.
2. The Contractor shall provide proper protection of all existing work, furnishings, and fixtures likely to be
damaged. When exterior openings are made in existing work, they shall be covered with weather tight
protection at the end of the day's work.
3. Before commencing work, the Contractor shall survey the site and note any damage to existing structures
including walks, curbs and utilities. Notify the Project Coordinator before proceeding with work. Any
damage not noted by the Contractor and Project Coordinator will be repaired by the Contractor.
4. Any work damaged by failure to provide protection shall be removed and replaced with new work at
Contractors expense.
O. FIRE PROTECTION
1. The Contractor shall provide at least one approved fire extinguisher in plain sight on each floor at each
usable stairway prior to introduction of any combustible materials into the building.
2. Fires shall not be built on the premises except by express consent of Owner.
P. PROTECTION OF ADJACENT PROPERTY
1. The Contractor shall provide all necessary protection and support of adjacent property.
Q. CONSTRUCTION CLEANING
1. The Contractor shall keep premises broom clean during progress of the work.
2. Remove waste materials and rubbish caused by employees, subcontractors, and installing material men.
Roads inside and outside the Project shall be cleaned daily when hauling.
3. Before and during the painting and varnishing, clear area where such work is in progress of all debris,
rubbish, and building materials that may cause dust. Sweep floors as required and take all possible steps
to keep area dust free.
R. SURFACE WATER CONTROL
1. The Contractor shall protect the excavation, trenches and building from water damage by:
a. Providing pumps, equipment and enclosures necessary for such protection.
b. Constructing and maintaining temporary drainage and pumping as necessary to keep the site free of
water.
2. The cost of water control shall be home by the Contractor. The Owner may, if promptly notified of
adverse underground water conditions, negotiate reasonable financial relief for the Contractor where such
conditions could not have been learned from the Soils Engineer's Report, the Contract, or by commonly
known local conditions.
SIMIMIC910
t. The Contractor shall provide and maintain a weather tight office at the construction site. This building is
212004 11 General Conditions
to be located outside of, and well detached from the building under construction. This building shall be
the property of the Contractor and shall be removed upon completion of the Project.
T. SHEDS AND TRAILERS
1. The Contractor shall provide and maintain neat, weather -tight storage sheds or trailers for storage of all
materials that might be damaged or affected by weather or moisture. These sheds or trailers shall have
wood floors raised above the ground and will be outside of and well detached from the building under
construction. They shall be property of the Contractor and shall be removed upon completion of the
work.
SECTION 21 - TESTING
A Testing companies will be selected by the Owner.
B. The Owner and/or the Architect reserve the right to have tests made when deemed necessary.
C. Tests not specified as part of a trade section shall be paid for by the Owner.
D. Should tests reveal a failure of the work to meet Contract requirements, subsequent tests related to the failure
shall be paid by the Contractor.
E. Tests shall be made according to recognized standards by a competent, independent testing laboratory.
F. Materials found defective or not in conformance with the Contract shall be promptly replaced or repaired at the
expense of the Contractor.
G. Samples required for testing shall be furnished by the Contractor and selected as directed by the Architect or
Project Coordinator.
SECTION 22 - CUTTING AND PATCHING
A. The Contractor shall coordinate all cutting, fitting or patching of work that may be required to make the several
parts of the work come together properly. The Contractor shall fit it to receive or to be received by other
portions of his own work or that of subcontractors as shown or reasonably implied by the Contract for a
completed structure. The Contractor shall make proper repair or closure as the Architect or the Project
Coordinator may direct.
B. Do not endanger any work by cutting or digging. Do not cut or alter work of any section of the specifications
without prior consent of the Architect and the Project Coordinator. The Contractor shall give 48-hour "Blue
Stake" notice to Project Coordinator and local "Blue Stakes" location center.
C. Before arrival of Owner's or Contractor's floor covering installers, the Contractor shall prepare and clean floors
in preparation for floor covering. All holes, cracks and other surface irregularities shall be repaired by the
Contractor.
SECTION 23 - CONDEMNATION OF WORK
A. The Owner or the Architect shall have the right to condemn and require removal of the following at the
Contractor's expense:
1. Any portions of the work that do not meet the requirements of the Contract either in substance or
installation.
2. Any portions of the work damaged or rendered unsuitable through installation or resulting from failure to
properly protect the work.
SECTION 24 - CHANGES IN THE WORK
A. The Owner may make changes within the general scope of the Contract, including but not limited to changes:
2/2004 12 General Conditions
1. In the Contract.
2. In the method or manner of performance of the work.
3. In the Owner -famished facilities, equipment, materials, or site.
4. In directing acceleration of the work.
B. Any written order from the Owner or Architect, which changes the scope of the work, shall be a Change Order.
C. Field Changes -
l. The Architect is authorized to order minor changes during the work that will not involve extra cost or
time. The Architect, with the concurrence of the Project Coordinator, is authorized to order on -the -spot
minor changes to avoid delaying the work. The price of such minor changes will be mutually agreed upon
between the Project Coordinator and the Contractor and recorded on a Job Instruction form. The
Contractor will proceed with the changed work immediately. These minor field changes will
subsequently be included in a Change Order.
D. Job Instructions -
l. Job Instructions may be issued which ask the Contractor to provide a price for changes in the scope of the
work. The Contractor is to promptly provide costs associated with the changes, including credits for
deleting work. Cost breakdowns are to be submitted in sufficient detail to verify that the complete scope
of the work is understood by the Contractor, Architect and Project Coordinator.
Change Orders -
1. Except for emergencies as covered in Section 8, and to avoid delays, no changes in the work shall be
made without a written Change Order. The Contractor's proposal shall be the basis of negotiation for the
Change Order price and/or time adjustments.
2. If the Owner decides it is necessary to proceed with changed work to avoid delay before prices or times
have been negotiated, he may order the Contractor to proceed on a time and materials basis or on a
mutually agreed not -to -exceed price and time extension. This notice to proceed shall be by Job
Instruction by the Owner's Representative. Upon receipt of such order, the Contractor shall immediately
perform the changed work. The Owner and the Contractor will then negotiate the price and/or time when
practicable, and a Change Order will be issued.
G. When submitting proposals for Change Orders, the Contractor shall furnish a price breakdown itemizing costs
as required by the Owner. Unless otherwise directed, the breakdown shall be in sufficient detail to allow an
analysis of all material, labor, equipment, overhead costs and profit, and shall cover all work involved in the
change, whether such work was deleted or added. Any amount claimed for subcontractors shall be supported
by a similar price breakdown. In addition, if the proposal includes a time extension, a justification shall be
furnished. The proposal, with the price breakdown and time extension justification, shall be furnished within
fourteen (14) days of the date that the first request was made by the Owner's Representative.
1. In such proposals, profit and overhead shall be computed as follows:
a. The Subcontractor's profit and overhead shall not exceed 15% of total direct costs.
b. The Contractor's profit and overhead on work done by his own crews shall not exceed 15% of total
direct costs.
C. The Contractor's profit and overhead on work performed by subcontractors shall not exceed 5% of
total direct costs.
d. The subcontractor's profit and overhead on work performed by any of his subcontractors shall not
exceed 5% of total direct costs. Contractor's profit and overhead will not exceed 5% of those costs.
e. On credit changes, profit and overhead on the originally estimated work will not have to be returned
to the Owner.
f. No supervision costs, office managerial costs or office expenses can be added to Change Orders.
H. Upon signing a Change Order, the Contractor releases the Owner from any further claim for money or time
because of the changed work.
SECTION 25 - CLAIMS FOR EXTRA COST
A. If the Contractor intends to assert any additional claim for equitable adjustment of cost or time, he must, within
2/2004 13 General Conditions
fourteen (14) calendar days of such events or circumstances, submit to the Architect and the Owner a written
statement of the nature and monetary extent of such claim. If a mutually acceptable settlement of the claim
cannot be reached within a reasonable time, the parties to the Contract shall handle the matter as a dispute
under Section 27 "DISPUTES."
SECTION 26 - DELAYS AND EXTENSION OF TIME
A. All time limits stated in the Contract are of the essence.
B. If the Contractor is delayed any time during the progress of the work because of labor disputes, abnormal
weather, unusual delays in transportation, or any other causes beyond the Contractors control, the Contractor
may be given additional time to complete the work by Change Order.
I. All requests for time extensions shall be made in writing to the Project Coordinator.
a. Claims for time extension due to abnormal weather shall be made within fourteen (14) days of the
abnormal weather.
b. Claims made beyond these time limits shall be void.
2. Requests for time extensions shall be fully documented by including copies of daily logs, letters, shipping
orders, delivery tickets and other supporting information.
3. In case of a continuing cause of delay only one claim is necessary.
SECTION 27 - DISPUTES
A. Except as otherwise provided in the Contract, any dispute concerning a question of fact arising under this
Contract that is not disposed of by agreement shall be decided by the Owner's Representative (as represented
by the Assistant Administrative Vice President/Physical Facilities of Brigham Young University). The decision
shall be rendered in writing and mailed or otherwise given to the Contractor. If the decision is not agreeable to
the Contractor, the Contractor will, within fourteen (14) days of the decision, mail or otherwise famish to the
Owner's Representative a written appeal addressed to the Architect. The decision of the Architect shall be final
and conclusive as far as the Owner is concerned.
SECTION 28 - CORRECTION & WARRANTY OF WORK
A. The Contractor shall promptly correct any work that fails to conform to the requirements of the Contract during
the progress of the work. The Contractor shall remedy any defects due to faulty materials, equipment or
construction that appears within one year from substantial completion of the Contract or within such longer
periods as may be prescribed by law or by the terms of any applicable special guarantee required by the
Contract. The Contractor shall promptly correct all faulty work or pay all costs of correcting the faulty work.
SECTION 29 - OWNER'S RIGHT TO DO WORK
A. If the Contractor defaults or neglects to carry out the work according to the Contract or fails to perform any
provision of the Contract, the Owner may, after providing seven days written notice to the Contractor and
without prejudice to any other remedy he may have, make good such deficiencies. In such case, an appropriate
Change Order will be issued deducting from the payments then or after that due the Contractor the cost of
correcting such deficiencies, including the cost of the Architect's additional services made necessary by such
default, neglect, or failure. If the payments then or after that due the Contractor are not sufficient to cover such
amounts, the Contractor shall pay the difference to the Owner. The Architect must concur with both such
action and the amount charged to the Contractor.
SECTION 30 - CONTRACTOR'S PAY REQUEST
A. The Contractor shall submit to the Project Coordinator a monthly payment request based on the estimated value
of the work completed and materials on the site as of that date. The payment request shall be on a form
provided by the Project Coordinator. Such estimates shall be based on the schedule of values submitted by the
Contractor. The Contractor warrants that title to all work, materials and equipment covered by the payment
request, whether incorporated in the Project or not, will pass to the Owner upon the receipt of such payment by
the Contractor, free and clear of all liens, claims, security interests or encumbrances. The Project Coordinator
2/2004 14 General Conditions
may audit Contractor payments to subcontractors or suppliers anytime during the Project.
SECTION 31 - PAYMENTS TO CONTRACTOR
A. Upon approval of the Contractors monthly payment request, the Owner will, within fourteen (14) days after
receipt of said certification, mail to the Contractor a sum equal to 95% of the amount requested, less previous
payment thereon. The retention that is withheld by the Owner will be placed in an interest-bearing account and
paid to the Contractor after the project is completed and accepted by the Owner.
B. Upon receipt of a payment by the Owner, the Contractor shall pay each subcontractor within fourteen (14)
calendar days, the amount allowed to the Contractor for the subcontractor's work.
C. The Contractor's monthly estimate, which shall show the amount paid under the subcontract, shall be made
available to the Project Coordinator for examination. Full and final payment of the Contract sum shall be made
within thirty (30) days of the completion of the following requirements:
1. The Architect's and Owner's written acceptance of the work.
2. Payment of all labor and material bills, and receipt of all final lien waivers or lien releases from all
subcontractors, mechanics and suppliers.
3. No payment made under this Contract, either wholly or in part, shall be construed to be an acceptance of
defective or improper materials or construction.
E. A schedule of dollar values shall be submitted to the Architect and the Owner not less than fourteen (14) days
before first payment request, and shall he a condition precedent to processing the first payment.
F. The schedule of values shall be submitted on the Owner's standard payment request form.
1. This breakdown shall follow the trade divisions of the specification. Each item there under shall include
its pro rata part of overhead and profit so that the sum of the items will equal the Contract price.
2. The breakdown will correspond exactly to items of work in the Project schedule including work of sub-
contractors.
SECTION 32 - PAYMENTS WITHHELD
A. Payments may be withheld from the Contractor by the Owner to protect the Owner from loss due to:
1. Defective work not remedied.
2. Liens or claims filed or reasonable evidence of probable filing.
3. The Contractor's failure to promptly pay subcontractors for labor and materials accepted by the
Contractor.
4. The Architect's or the Project Coordinator's reasonable doubt that the Project can be completed for the
unpaid balance of the Contract price.
5. Damage to another contractor.
6. Failure to maintain scheduled progress.
B. Upon satisfactory correction of the above conditions, withheld payments will be made.
SECTION 33 - CONTRACTOR RESPONSIBILITY
A. The Contractor is fully responsible for the Project and all materials and work until the Owner has accepted the
completed Project in writing. The Contractor shall replace or repair, at his own expense, any materials or work
damaged or stolen even if the Contractor has received payment for the work or materials.
B. By executing the Contract, the Contractor represents that he has visited the site, familiarized himself with the
local conditions under which the work is to be performed, and correlated his observations with the
requirements of the Contract.
C. The Contractor shall employ a competent superintendent satisfactory to the Architect and the Owner. The
superintendent shall be present at the Project site during the progress of the work. This superintendent shall not
2/2004 15 General Conditions
be changed, except with the prior consent of the Project Coordinator, unless the superintendent ceases to be in
the Contractors employment. The replacement superintendent shall also be subject to these conditions. The
superintendent shall represent the Contractor, and all communications given to the superintendent shall be as
binding as if given to the Contractor.
D. The Contractor shall designate a responsible member of his organization at the site whose duty shall be the
prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated in
writing by the Contractor to the Owner and the Architect.
E. The Contractor shall forward all communications to the Project Coordinator.
F. Unless otherwise directed, the Contractor shall, within two (2) hours after the bid opening, famish the Architect
and the Owner a list of the proposed subcontractors who will be working on the Project. The Owner will notify
the Contractor in writing if any of the listed subcontractors are unacceptable.
G. The Contractor shall not contract with any subcontractor who has been rejected by the Owner or the Architect.
The Contractor will not be required to contract with any subcontractor, person or organization against whom he
has a reasonable objection if such objection is made before the bid opening. The Contractor is not to use or
accept any bid from a subcontractor unless the Contractor is willing and able to work with that subcontractor.
H. If the Owner or the Architect requires a change of any proposed subcontractor or person or organization
previously accepted by them, the Contract sum shall be increased or decreased by the difference in cost
occasioned by such change and an appropriate Change Order shall be issued.
The Contractor shall not make any substitution of a subcontractor who has been accepted by the Owner and the
Architect unless the substitution is accepted in writing by the Owner and the Architect.
All damage or loss to any property caused in whole or in part by the Contractor, any subcontractor, or by
anyone directly or indirectly employed by any of them or by anyone for whose acts they may be liable, shall be
remedied by the Contractor at no cost to the Owner.
K. The Contractor shall be solely responsible for initiating and supervising all safety programs including, but not
limited to:
I. All persons on the site, including the public.
2. All conditions specified in this contract.
3. All conditions required by codes and/or governmental regulations including OSHA.
SECTION 34 - SUBCONTRACTORS
A. The Contractor's responsibility for this Project includes the work of all subcontractors and material men,
including those recommended or approved by the Owner. The Contractor shall be held responsible to the
Owner for proper completion and guarantee of all construction and materials under subcontracts and for the
acts and omissions of his subcontractors or their employees. Any warranties required for such work shall be
obtained by the Contractor in favor of the Owner and delivered to the Owner. It is expressly understood and
agreed that there is no contractual relationship between the Owner and any subcontractor, and under no
circumstances shall the Owner be responsible for the nonperformance or financial failure of any subcontractor.
B. The Contractor shall require each subcontractor to agree:
1. To be bound by terms of the Contract as far as applicable to his work.
2. To assume toward the Contractor the same obligations the Contractor has assumed toward the Owner,
including the prompt payment of his employees and material men affected by this work.
3. To submit his applications for payment to the Contractor in time to allow the Contractor to make timely
application to the Owner.
4. To execute claim or lien releases or lien waivers as requested by the Contractor for payments made by the
Contractor.
5. To make all claims for extra work done or for extensions of time to the Contractor in the same manner the
Contractor is to make this type of claim to the Owner.
2/2004 16 General Conditions
C. The Contractor agrees in his relationship with the subcontractors:
1. To bind himself to the subcontractors by all the obligations that the Owner assumes to the Contractor.
2. To pay the subcontractors within fourteen (14) calendar days upon receipt of payment from the Owner
that portion of the funds received as represents the subcontractor's portion of the work completed to the
Contractor's satisfaction for which payment was made by the Owner.
SECTION 35 - LOCKOUT/TAGOUT, CONFINED SPACE AND HAZARD COMMUNICATION
PROGRAMS
A. The Contractor and the subcontractors will have a written "Lockout/Tagout" program. A copy of this program
will be submitted to the Project Coordinator.
B. The Contractor and the subcontractors will inform their employees of the Owner's Lockoul/Tagout Program.
Copies of this program are available from the Project Coordinator.
C. The Contractor and subcontractors shall evaluate all work places to determine if any spaces are
permit -required -confined spaces. (See 29 CFR 1910.146, Appendix A, Decision Flow Chart.) If the workplace
contains permit spaces, the Contractor shall inform exposed employees by posting danger signs. (NOTE: A
sign reading DANGER --PERMIT REQUIRED CONFINED SPACE, DO NOT ENTER, or similar
language would satisfy this requirement.) If the Contractor decides that its employees will enter permit spaces,
the Contractor shall carry out a written confined space program. The written program shall be made available
to exposed employees and submitted to the Project Coordinator. The confined space program shall inform the
employee that the workplace contains confined spaces that require a permit to enter those spaces. The
Contractor shall identify the hazards that may be encountered in the confined space. The Contractor shall
specify any precautions or procedures required for the protection of employees in or near confined spaces.
D. Besides complying with the confined space requirements that apply to all employers, the Contractor shall:
1. Obtain any available information regarding permit space hazards and entry operations.
2. Coordinate entry operations when both contractor and subcontractor personnel will be working in or
near permit spaces.
E. Copies of the Owner's Confined Space Program are available from the Project Coordinator.
F. The Contractor shall inform the Project Coordinator of the methods they will use to inform all employees on
the site of any precautionary measures that need to be taken for protection during the workplace's normal and
emergency operating conditions. The Contractor will specify the methods to inform the employees of the
labeling system for hazardous materials. The Contractor may rely on an existing hazard communication
program to comply with these requirements if it is current with OSHA regulations.
G. The employer shall make the written hazard communication program available to employees and the Project
Coordinator.
H. Copies of the Owner's Hazard Communication Program are available from the Project Coordinator.
SECTION 36 - OWNER'S RIGHT TO CANCEL CONTRACT
A. The Contractor shall give the Owner at least twenty-one (2 1) calendar days' written notice before filing any
petition for bankruptcy. The Contractor shall be in material breach of the Contract if the Contractor fails to
give this notice.
B. Should the Contractor make a general assignment for the benefit of his creditors, or if he should persistently
refuse or fail to apply enough properly -skilled workers or proper materials to correctly execute the work, or if
he should fail to make prompt payment to the subcontractors or material men for accepted material or labor, or
constantly disregard laws, ordinances or instructions of the Architect and the Owner, or otherwise be guilty of
substantial violation of any provision of the Contract, then the Owner may, without any prejudice to any other
22004 17 General Conditions
right or remedy and after giving the Contractor seven (7) day's written notice, terminate employment of the
Contractor and take possession of the premises and all materials, tools and appliances thereon, and finish the
work by whatever method the Owner deems expedient. In such case, the Contractor shall not be entitled to
receive any further payment until the work is finished. If the unpaid balance of the Contract price exceeds the
expense of finishing the work, including compensation for additional administrative services, such excess shall
be paid to the Contractor. If such expense shall exceed the unpaid balance, the Contractor shall pay the
difference to the Owner.
SECTION 37 - CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT
A. If the work should be stopped under an order of any court, or other public authority for thirty (30) days, or the
Owner shall fail to pay the Contractor within thirty (30) days of receipt of a properly prepared and completed
payment request, then the Contractor may, on seven (7) days written notice to the Owner and the Architect,
terminate this Contract and recover from the Owner the percentage of the Contract price represented by the
work completed as of the date of termination with any loss sustained which can be established.
SECTION 38 - SEPARATE CONTRACTS
A. The Owner reserves the right to award separate contracts concerning other portions of the Project under these
or similar conditions of the Contract to other contractors.
B. The Contractor shall afford separate contractors reasonable opportunity for the introduction and storage of their
materials and equipment and the execution of their work, and shall properly connect and coordinate his work
with theirs.
C. If any part of the Contractor's work depends upon the work of another separate contractor, the Contractor shall
inspect and promptly report to the Project Coordinator any apparent discrepancies or defects in such work that
render it unsuitable for proper execution and results. Failure of the Contractor to inspect the work is an
acceptance of the work of the separate contractor unless defects develop in the other separate contractors work
after the execution of the Contractors work.
SECTION 39 - ASSIGNMENT
A. The Contractor shall not assign or sublet this Contract or any part of it or any monies due him without prior
written consent of the Owner.
SECTION 40 - LIQUIDATED DAMAGES
A. For each calendar day the work, or any portion that remains incomplete after the expiration of the time limit set
in the Contract or by Change Order, the amount per calendar day shown in the Supplementary Conditions will
be deducted from the money due or to become due to the Contractor, not as a penalty, but as liquidated
damages and added expense including administrative and inspection cost.
B. At the time of substantial completion, and after the meeting to certify substantial completion, the Owner,
Architect and Contractor shall agree upon the time that will be allowed for the Contractor to complete the
remaining work on the Project. If the Contractor does not complete the work within the agreed time, the
liquidated damages will continue at a reduced amount as stated in the Supplementary Conditions. The
liquidated damages shall be in full force and effect, not as a penalty but as liquidated damages for each
additional calendar day it takes to complete the Project. If liquidated damages are required, they shall be
accrued and deducted from the money due the Contractor.
SECTION 41 - ACCELERATION OF WORK
A. If, in the judgment of the Architect or the Owner, it becomes necessary at any time to accelerate the work or
part of it, the Contractor shall deploy the workers in such portions of the Project to enable others to properly
engage and carry on their work. If circumstances require that the entire work or a portion of it be completed at
a date earlier than the Contract completion date as adjusted by Change Orders, the Contractor shall increase his
2/2004 18 General Conditions
forces, equipment, hours of work, or number of shifts, and shall speed delivery of materials to meet the altered
completion date or dates ordered or directed. Any increase in cost to the Contractor according to such orders
or directives will be adjusted by Change Order.
B. If the work is behind schedule and the rate of placement of work is inadequate to regain scheduled progress, the
Contractor shall immediately take action to ensure timely completion of the work.
1. This shall be accomplished by any one or a combination of the following or other suitable measures:
a. An increase in working forces.
b. An increase in equipment or tools.
C. An increase in hours of work or number of shifts.
d. Expediting delivery of materials.
2. The Contractor shall notify the Project Coordinator of specific measures taken or planned to increase the
rate of progress with an estimate of when scheduled progress will be regained.
3. Acceleration of work will continue until scheduled progress is regained. Scheduled progress shall be
established from the latest revised and approved Project schedule for the job.
4. Timely completion will be understood as the Contract completion date as revised by all time extensions.
5. The Contractor shall not be entitled to additional compensation for efforts to regain scheduled progress.
SECTION 42 - CONTRACTOR'S QUALITY CONTROL
A. MATERIAL QUALITY
L Materials incorporated into the Project shall be new except as otherwise indicated in the specifications.
Materials shall be of specified quality and fumished in sufficient quantity to simplify proper and timely
execution of the work.
2. The Contractor shall furnish evidence of the quality of materials incorporated into the Project as required
by the Contract or at request of the Architect or the Project Coordinator.
3. Materials not meeting requirements of the Contract shall be removed from the Project and replaced with
materials meeting the Contract requirements by the Contractor at no additional expense to the Owner.
B. ASBESTOS
1. The Contract has been prepared following generally accepted professional architectural and engineering
practices. Accordingly, no asbestos or products containing asbestos have been knowingly specified for
this Project. Notify the Project Coordinator immediately for instructions iF.
a. Materials containing asbestos are brought to the site for inclusion in the work.
b. Asbestos materials are encountered in any existing structures upon which work is being done.
2. At the Architect's direction and with the Owner's approval, an independent testing laboratory will perform
testing procedures on suspect materials at Owner's expense.
3. The Contractor shall certify, based upon his best knowledge, information, inspection and belief, that no
building materials containing asbestos was used in the construction of the Project. Submit certification on
form provided by the Owner.
SECTION 43 - TEMPORARY OR TRIAL USAGE OF ANY MECHANICAL DEVICES
A. Temporary or trial usage by the Owner of mechanical devices, machinery, apparatus, equipment or other work
or materials supplied under this Contract before written acceptance by the Owner shall not be construed as
evidence of the Owner's acceptance.
SECTION 44 - PROJECT CLOSEOUT
A. FINAL CLEANING
1. Upon completion of the work, the Contractor shall remove all tools, scaffolding, surplus materials and all
rubbish from under and about the building. The Contractor shall leave the building clean and habitable,
having thoroughly swept or vacuumed floors,.cleaned windows and dusted flat surfaces such as cabinet
tops and windowsills.
2. Besides general cleaning noted above, the Contractor shall do the following special cleaning for all trades
2/2004 19 General Conditions
at the completion of the work:
a. Remove putty or caulking stains from glass. Wash and polish inside and outside, exercising care not
to scratch glass.
b. Remove marks, stains, fingerprints, other soil and dirt from painted, decorated and stained work.
C. Clean and polish woodwork.
d. Clean and polish hardware for all trades. This shall include removal of stains, dust, dirt, paint and
other similar materials.
e. Remove spots, soil and paint. Wash tile work.
f Clean fixtures and equipment, and remove stains, paint, dirt and dust.
g. Remove temporary floor protection and clean floors. Spray buff resilient flooring.
h. Clean exterior and interior metal surfaces, including doors and windows, required to have polished
finishes. Remove oils, stains, dust, and dirt. Polish surfaces, leaving them without fingerprints or
other blemishes.
3. If the Contractor fails to clean up, the Owner may do so and the cost will be withheld from the
Contractor's final payment.
B. PROJECT RECORD DOCUMENTS
I. The Contractor shall deliver to the Architect before the substantial completion inspection:
a. Accurate "as built" drawings.
b. Certificates of occupancy that may be required by authorities having jurisdiction over the work.
C. OPERATING & MAINTENANCE DATA
1. Before execution of the certificate of substantial completion, the Contractor shall furnish the operating
instructions and maintenance manuals as called for in the Contract.
D. WARRANTIES & GUARANTEES
I . When written guarantees beyond one year after substantial completion are required of any section of the
work, the Contractor shall secure such guarantees properly addressed and signed and in favor of the
Owner. These documents shall be delivered to the Project Coordinator upon substantial completion of the
Contractor's work and before execution of the certificate of substantial completion.
2. Delivery of guarantees and warranties shall not relieve the Contractor from any obligation assumed under
any other provisions of his contract.
3. Nothing within the Contract intends or implies that guarantees shall apply to work abused or neglected by
the Owner.
E. PRE -SUBSTANTIAL, SUBSTANTIAL, & FINAL COMPLETION INSPECTIONS
1. Pre -Substantial Completion Inspection:
a. Upon the Contractor's request and if the request is accompanied by a punch list prepared by the
Contractor, the Project Coordinator and the Architect will make inspections and famish a list
of additional items to be corrected or completed by the Contractor.
b. The Contractor shall notify the Project Coordinator when items have been corrected or completed.
Upon the Project Coordinators verification of correction, the Project Coordinator will arrange a
substantial completion inspection to include the Owner, Architect, engineers and college
representatives.
2. Substantial Completion Inspection:
a. At the substantial completion inspection, unless the work is rejected, the Owner, Architect, and
Contractor will execute a certificate of substantial completion that states the dates for:
(1) User occupancy,
(2) Commencement of warranties,
(3) Final completion inspection,
(4) Modifications to the amount assessed for liquidated damages.
b. After inspection, the Architect will fumish a final list of items to be corrected.
C. The Owner, Architect and Contractor will decide how much time is to be allowed for completion of
the items.
3. Final Completion Inspection:
2/2004 20 General Conditions
a. Final Completion Inspection will ensure that all deficiencies noted at the substantial completion
inspection have been corrected.
b. When all items have been corrected, the Project Coordinator will process the final payment.
C. If all items have not been corrected as agreed, the Owner may elect to complete the work under
provisions of Section 29 of the General Conditions.
d. All lien waivers and releases are to be submitted before final payment can be made.
SECTION 45 - OWNER -PURCHASED MATERIALS AND EQUIPMENT
A. The Owner desires to purchase certain materials, which will be utilized in the work. Contractor's duties with
respect to Owner -purchased materials are:
1. Scheduling. The Contractor shall furnish the Owner with a schedule of dates on which the Contractor
requires delivery of Owner -purchased materials. The Owner will arrange for the materials to be delivered
to the construction site on or before the specified dates. If delivery dates are changed, rescheduled, or
otherwise varied from the original schedule, the Contractor shall notify the Owner in writing of delivery
date rescheduling and the Contractor shall coordinate the delivery of the Owner -purchased materials
directly with the supplier or material man.
2. Pre -Installation Inspection. The Contractor shall be responsible for receiving, inspecting and storing all
Owner -purchased materials until they are needed for installation by the Contractor. Regardless of any
inspection performed by the Owner of the Owner -purchased materials, the Contractor shall be responsible
for inspecting the Owner -purchased materials to determine suitability, quality and conformance with
specifications before installation or at such other time as the Contractor may desire in order to avoid
interruptions and delays in the progress of the Project. The Contractor shall reject any material which
does not meet specifications or which appears to have any defect, which may make the material unsuitable
for use in the Project. The Contractor shall notify the Owner and the manufacturer or supplier of all
defects and assist the Owner in arranging for the repair, replacement or correction of the defective
condition. The Contractor shall not be entitled to an extension of any deadline or completion date, which
results from failure to discover defects, which the Contractor should have discovered through an
inspection.
3. Defective Materials. The Contractor acknowledges that use of improper or defective material may result
in costs and damages to the Owner in excess of the value of the materials; that after use in the Project it
may be difficult or impossible to inspect the material to determine the cause of any failure; and that in the
event of the failure of material there may be a question as to the cause of the failure. Because the
Contractor's employees will be the last to handle and inspect material prior to incorporation into the
Project, the Contractor will be liable to the Owner for damages resulting from failure of Owner -purchased
materials during the Contractors warranty period specified herein from any cause whatsoever unless the
Contractor provides clear and convincing proof that (1) the entire loss from a failure is covered by a valid
manufacturer's or supplier's warranty, or (2) the Contractor could not have prevented the failure by
complying with the requirements of this Section concerning Owner -purchased materials.
4. Claims. The Contractor agrees to assist the Owner to present claims to manufacturers and suppliers for
defects in Owner -purchased materials. Where there is any question as to the division of liability between
the Contractor and a manufacturer or vendor, the Contractor shall provide all relevant information in the
Contractor's possession, which may aid the Owner in determining the division of responsibility. The
Owner shall have final approval of any proposed adjustment or settlement of warranty claims.
5. Implied Warranties. The benefit of contractual and implied warranties with respect to Owner -purchased
materials shall run to the Owner and not to the Contractor.
6. Unloading. Except as otherwise provided herein, the Contractor shall be responsible for unloading all
Owner -purchased materials and verifying delivery amounts to the Owner.
7. Custody and Security. The Contractor shall use reasonable care in protecting Owner -purchased materials
from loss, deterioration, damage, theft, vandalism or destruction.
8. Reports. At Owner's request, the Contractor shall furnish reports to the Project Coordinator
demonstrating the Contractor's compliance with this Section.
9. Retained Ownership. All materials purchased by the Owner which remain after completion of the Project
shall be the property of the Owner. If the Owner does not wish to retain or dispose of surplus Owner -
purchased materials, the Contractor shall remove and dispose of them.
10. Rights of Ownership. None of the foregoing duties of the Contractor with respect to Owner -purchased
2/2004 21 General Conditions
materials shall prevent the Owner from exercising any prerogative of ownership of the materials.
2/2004 22 General Conditions
SECTION 17 -SUPPLEMENTARY CONDITIONS
1.1 - COMMENCEMENT, PROSECUTION & COMPLETION OF THE WORK
A. The Contractor shall be required to commence work 2 May 2005 or promptly after receipt of the contract
from the Owner.
B. The Contractor shall prosecute the work diligently so as to complete it within the time limit allowed in this
document.
C. The Contractor agrees to complete this work required by the Contract on or before midnight 29 August
2005.
D. Time is hereby expressly declared to be of the essence of the Contract.
1.2 - LIQUIDATED DAMAGES
A. The amount agreed upon and established as liquidated damages up to substantial completion is $450.00 per
calendar day.
B. At the time of substantial completion the Owner and the Contractor will agree on how much time will be
allowed for the Contractor to complete the remaining work. If the Contractor exceeds the time allowed,
liquidated damages will continue at one third (1/3) of the amount of the original liquidated damages of
$450.00 per calendar day.
SPECIAL INSPECTIONS
GENERAL CONDITIONS
ARTICLE 1
TESTING FIRM'S SRVICES
1.1 ESSENTIAL SERVICES REQUIRED:
1.1.1 Services will consist of field and laboratory quality control testing services on
BYU-Idaho Projects as circumstances, special qualifications, or Building Codes
(Chapter 17) may require.
1.1.2 The types of services required may be anticipated to be soils tests pertaining to
compaction, concrete, quality control, special masonry inspection, visual welding
inspection, structural steel and bolting inspection, spray on fireproofing, and
asphalt paving quality control and all other tests that may become necessary and
as listed in your proposal.
1.1.3 The ability to respond to calls for testing, with 24 hours notice, is required.
1.2 GENERAL RESPONSIBILITIES:
1.2.1 The TESTING FIRM agrees to endeavor to strictly conform to and be bound by
budgetary considerations and memoranda of policy furnished to it by the
OWNER and further agrees to perform work in strict compliance with all
applicable laws, codes and industry standards.
1.2.2 The TESTING FIRM agrees to provide qualified and/or certified technicians for
the performance of the work under this agreement.
1.2.3 The TESTING FIRM will produce written test results and distribute them per
OWNER instructions. Test results shall be available within 24 hours of the test
performed.
1.2.4 The TESTING FIRM will provide general liability insurance in the amount of
$500,000.00.
1.2.5 All testing requested by the Contractor for his use and convenience is not part of
the Agreement.
1.2.6 The TESTING FIRM will furnish to the OWNER documentation for all failed
tests and their associated costs.
ARTICLE 2
THE OWNER'S RESPONSIBILITIES
2.1 The OWNER shall provide full information regarding the testing requirements for
each project. Testing Services will be described for each separate project,
including the name and location of the project, the testing services' budget, and
the testing services' schedule, and the name of the OWNER's representative, in
an Authorization to Proceed, issued by the OWNER.
2.2 The OWNER shall designate a representative authorized to act in his behalf with
respect to the project. Coordinate your testing services through the contact person
listed on the Authorization To Proceed.
2.3 The OWNER shall furnish required information required as expeditiously as
necessary for the orderly progress of the work and the TESTING FIRM shall be
entitled to rely upon the accuracy and completeness thereof.
ARTICLE 3
PAYMENTS TO THE TESTING FIRM
3.1 Payments under this agreement shall be made monthly upon presentation of the
TESTING FIRM's statement of services rendered.
3.2.1 The TESTING FIRM's statement of services shall follow the outline of the
Proposal dated October 25, 2002. Submit one (1) original. Include an itemized
statement including names of employees, hours worked and hourly rates, and/or
the amount of each test.
ARTICLE 4
TESTING FIRM'S ACCOUNTING RECORDS
4.1 Records of the TESTING FIRM's time, consultants, and reimbursable expenses
pertaining to the project shall be kept on a generally recognized accounting basis
and shall be available to the OWNER upon request.
ARTICLE 5
TERMINATION OF AGREEMENT
5.1 This Agreement may be terminated by either party upon ten (10) days' written
notice should the other party fail substantially to perform in accordance with its
terms through no fault of the other. In the even of termination due to fault of
others than the TESTING FIRM, the TESTING FIRM shall be paid for its time,
cost of materials, plus allowable expenses for services performed to termination
date.
ARTICLE 6
SUCCESSORS AND ASSIGNS
6.1 The OWNER and the TESTING FIRM, respectively, bind themselves, their
partners, successors, assigns and legal representatives to the other party to this
Agreement and to the partners, successors, assigns and legal representatives of
such other party with respect to all covenants of this Agreement. Neither the
OWNER nor the TESTING FIRM shall assign, sublet or transfer any interest in
this Agreement.
SOV
SCHEDULE OF VALUES
Job:
Date:
Spec p Description % Comp. Scheduled Change Order Revised Previous This Total Balance to
Value Contract _Months Month Eemed Complete
PEI
Totals
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Job No. 18008 TABLE OF CONTENTS
BYU-IDAHO Boiler Stack Extension SECTION 00010 - Page 1
TITLE: Project Manual
PROJECT: Brigham Young University— Idaho Boiler Stack Extension
SCI Project No.: 18008
CLIENT: Brigham Young University
LOCATION: Rexburg, Idaho
PROJECT SPECIFICATIONS
Section 00015
DIVISION 1
Section 01100
Section 01300
Section 01330
Section 01400
Section 01410
Section 01460
Section 01550
Section 01660
Section 01730
Section 01740
Section 01770
Section 01780
Section 01785
Section 01816
DrawingList...........................................................
GENERAL REQUIREMENTS
Summary............................................................................
Administrative Requirements .............................................
Submittal Procedures.........................................................
Quality Requirements.........................................................
Regulatory Requirements...................................................
Welding Qualifications........................................................
Vehicular Access and Parking ...........................................
Product Storage and Handling Requirements ...................
Cutting and Patching. .............................................. ..........
Cleaning.............................................................................
Closeout Procedures..........................................................
Closeout Submittals...........................................................
Operating and Maintenance Data ......................................
Balancing Air Systems.......................................................
DIVISION 3
CONCRETE
Section 03300
Concrete..........................................................................
DIVISION 5
METALS
Section 05100
Structural Metal Framing .................................................
DIVISION 9 FINISHES
Section 09900 Paints and Coatings .................
Section 09960 High Performance Coatings.....
DIVISION 15
Section 15070
Section 15080
Section 15551
Section 15552
Section 15556
Section 15900
DIVISION 16
Section 16010
Section 16091
Section 16111
Section 16120
Section 16130
MECHANICAL
Vibration Isolation .....................
Mechanical Insulation ...............
Draft Equipment ........................
Ductwork and Breeching..........
Lined Prefabricated Stacks......
Instrumentation and Controls...
PAGES
....1-2
.....1-7
1-6
1-5
ELECTRICAL
Basic Electrical Requirements ..........
Electrical Demolition Requirements..
Conduit..............................................
Wire and Cable ..................................
Boxes.................................................
.......................................1 -3
....................... ................ 1 -1
.......................................1 -4
...................... ................. 1-3
.......................................1-2
Job No. 18008 TABLE OF CONTENTS
BYU-IDAHO Boiler Stack Extension SECTION 00010 - Page 2
Section 16180
Equipment Wiring Systems..........................................................1-2
Section 16190
Supporting Methods .................. ...................................................
1-2
Section 16195
Electrical Identification..................................................................1-2
Section 16220
Small and Medium Size Motors..................................................1-18
Section 16265
Low Voltage Variable Frequency Drives....................................1-11
Section16450
Grounding.....................................................................................1-2
Section 16480
Motor Control Centers..................................................................1-2
Shop Drawing Transmittal SC 3001 R3 1295 .................................................. ............ 1-1
Job No. 18008 DRAWING LIST
BYU-IDAHO Boiler Stack Extension SECTION 00015 - Page 1
Rev.
Drawing No. Title No.
G1 TITLE SHEET & SHEET INDEX
EC1 BOILERS 2 & 3 EXISTING CONDITIONS
EC2 BOILERS 2 & 3 EXISTING CONDITIONS
S0.1 GENERAL NOTES
S1.1 FAN SUPPORT LEVEL FRAMING
S1.2 STACK SUPPORT LEVEL FRAMING
S1.3 ROOF LEVEL FRAMING
S5.1 DETAILS
S5.2 DETAILS
DM1 BOILERS 2 & 3 PARTIAL MECHANICAL DEMOLITION PLAN & SECTION
DM2 BOILER 4 PARTIAL MECHANICAL DEMOLITION PLAN & SECTION
M1 BOILERS 2 & 3 — PARTIAL MECHANICAL REMODEL PLAN & SECTION
EQUIPMENT SCHEDULE
M2 BOILER 4 — PARTIAL MECHANICAL REMODEL PLAN & SECTION
MECHANICAL DETAILS
M3 ROOF PLAN — PARTIAL MECHANICAL AND ENLARGED PARTAIL
MECHANICAL PLANS
E1 ELECTRICAL PLANS AND DETAILS
E2 ELECTRICAL DETAILS AND SCHEDULES
Job No. 18008 SUMMARY
BYU-IDAHO Boiler Stack Extension SECTION 01100 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. Contract description.
B. Contractor's use of site and premises.
C. Work sequence.
D. Owner occupancy.
1.02 CONTRACT DESCRIPTION
A. Work of this contract comprises general construction including structural, mechanical and
electrical, demolition and remodeling inside of the heating plant located on the campus of
Brigham Young University — Idaho (Owner).
B. The work of the Project includes the demolition of the following:
1. Demolish existing 30" boiler stack serving boiler No. 2.
2. Demolish existing 38" boiler stack serving boiler No. 3.
3. Demolish existing 38" boiler stack serving boiler No. 4.
4. Demolish existing fan motors, sheaves, belts, etc. serving Boiler No. 2 & 3.
5. Demolish existing fan, motor, concrete motor pad, sheaves, belts, etc. serving Boiler No.
4.
6. Demolish existing motor control center number 4.
7. The contractor shall dispose of all demolished items off campus at his own expense.
8. Repair all damaged insulation caused by the work of this project.
C. The work of the Project includes the procurement of installation and other work to facilitate
the installation of the following:
1. Install a new 30" diameter stack to serve Boiler No. 2 and two new 38" diameter stacks to
serve Boiler No. 3 & 4. All stacks will have to extend to the elevation of 41' minimum
above the roof.
2. Construct new and modify existing structural supports for all three new stacks per
structural drawings.
3. Patch the boiler house roof after the installation of the stacks, stack supports and new
railings.
4. Install new motors, belts, sheaves, shafts, etc. for existing ID Fans serving Boiler No. 2 &
3.
5. Install a new Induced Draft Fan, motor, sheaves, belts, shafts, etc. for Boiler No. 4.
6. Drain existing fire protection system in order to temporary dismantle fire protection piping
as necessary. This will facilitate with the new installation of the various disciplines. Once
the new installation is in place, contractor shall repipe fire protection system to prior
conditions. Contractor shall provide an adequate quantity of fire extinguishers as
temporary fire suppressants. Modification to the existing fire protection piping layout may
be needed. The exact location of existing sprinklers shall not be changed.
7. Relocate existing mechanical piping systems in the vicinity of the new fan and stacks to
facilitate the installation of new structural members supporting the stacks on the fan level
and on the level below the ID fan serving boiler 4.
8. Provide and Install two new variable frequency drives for Induced Draft Fans serving
Boilers No. 3 & 4.
Job No. 18008 SUMMARY
BYU-IDAHO Boiler Stack Extension SECTION 01100 - Page 2
9. Reuse existing 50 hp variable frequency drive for Induced Draft Fan serving Boiler No. 2.
The other existing 50 hp variable frequency drive will remain in place and will be utilized
as a back-up VFD for Boiler No. 2.
10. Provide necessary control work and accessories for the complete integration of the new
variable frequency drive on ID fan serving boiler 4.
11. Programming three variable frequency drives. These drives will operate the new motors
serving the ID fans for boilers 2, 3 and 4.
12. New motor control center.
13. Relocating of light fixtures to accommodate a new equipment hoist.
14. New grating and handrails as shown on structural drawings.
15. Cut and install a new door in the wall between the boiler room and the electrical room.
D. Perform Work of the above scope under a fixed cost fee contract with the Owner in
accordance with the Conditions of Contract.
E. Alternate #1 (Deductive)
1. Reuse existing section of 30" diameter stack currently serving boiler 2 and provide
additional sections as needed to achieve the desired height.
2. Reuse existing section of 38" diameter stack currently serving boiler 3 and provide
additional sections as needed to achieve the desired height.
3. Stack manufacturer and contractor shall determine whether or not existing sections of
the stacks can be reused. For bidding purposes, the stack manufacturer shall provide
rough engineering calculations to prove that this is the case. Later the stack
manufacturer will be required to show detailed calculations showing compliance to the
codes.
F. Alternate # 2
1. Insulate boiler breeching from boiler #2 to the stack. Insulate ID fan serving boiler 2.
G. Alternate #3
1. Insulate boiler breeching from boiler #3 to the stack. Insulate ID fan serving boiler 3.
H. Alternate #4
1. Insulate boiler breeching from multiclone to new stack serving boiler 4. Insulate ID Fan.
I. Alternate #5
1. Replace approximately 4'x 10' area of concrete slab at main level. Provide shoring as
required prior to beginning. Replace concrete with an epoxy grout , min. strength shall
be 7,000 psi. Paint main floor with a chemical resistant and anti-skid coating. See
drawings and specifications for more information.
J. Alternate #6
1. Paint basement floor with a chemical resistant and anti-skid coating. See drawings and
specifications for more information.
1.03 SEQUENCE OF WORK
A. Construct Work in stages or phases to accommodate Owner's occupancy requirements
during the construction period, coordinate construction schedule and operations with Owner:
1. Work regarding Boiler No. 2 & No. 3 shall commence first. After the completion and
testing of the work for Boiler No. 2 & No. 3, then the work for Boiler No. 4 shall
commence. A system back-up boiler shall be available during entire construction phase.
Job No. 18008 SUMMARY
BYU-IDAHO Boiler Stack Extension SECTION 01100 - Page 3
2. Two of the four existing condensate pumps & overhead door shall remain operational
during entire construction phase. This coordination will be needed when the work of the
new MCC 4 takes place.
1.04 CONTRACTOR'S USE OF SITE AND PREMISES
A. Limit use of site and premises to allow:
1. Owner occupancy and owner normal operations.
B. Construction Operations: Limited to areas shown on Drawings.
C. Time Restrictions for Performing Work: Coordinate with Owner.
D. Utility Outages and Shutdown to be coordinated with owner 72 hours minimum prior to
needed Shutdown.
E. Coordinate use of premises under direction of Owner.
1.05 OWNER OCCUPANCY
A. Owner will occupy Site premises during entire period of construction.
B. Cooperate with Owner to minimize conflict, and to facilitate Owner's operations.
C. Schedule the Work to accommodate Owner occupancy.
1.06 PROJECT SITE ADMINISTRATION
A. Contractor shall provide competent, suitably qualified personnel to survey and layout Work
and perform construction as required by Contract Documents. Contractor shall at all times
maintain good discipline and order at site.
Except in connection with safety or protection of persons or Work or property at site or
adjacent thereto, and except as otherwise indicated in Contract Documents, all Work at site
shall be performed during regular working hours. Work at any other time shall be
coordinated and approved by owner. Contractor shall not permit overtime work or
performance of Work on Saturday, Sunday, or any legal holiday without Owner's written
consent given after prior written notice to Engineer.
C. Incompetent or incorrigible employees shall be dismissed from Work by Contractor or its
representative when requested by Engineer, and such persons shall not again be permitted
to return to Work without written consent of Engineer.
D. All workmanship shall be of best quality.
PART PRODUCTS
NOT USED
PART 3 EXECUTION
NOT USED
Job No. 18008 SUMMARY
BYU-IDAHO Boiler Stack Extension SECTION 01100 - Page 4
END OF SECTION
1) NE Casalino
2) SD Stone
Job No. 18008 ADMINISTRATIVE REQUIREMENTS
BYU-IDAHO Boiler No.2, No.3 & No.4 Stack Extension SECTION 01300 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. Coordination and project conditions.
B. Copies of Drawings and Project Manuals
C. Project site administration.
D. Preconstruction meeting.
E. Progress meetings.
F. Equipment electrical characteristics and components.
G. Cutting and patching.
H. Special procedures.
1.02 COORDINATION AND PROJECT CONDITIONS
A. See specification section 01100 Summary for other project coordination requirements.
B. Coordinate scheduling, submittals, and Work of the various sections of the Project Manual to
ensure efficient and orderly sequence of installation of interdependent construction elements
with provisions for accommodating items installed later.
C. Verify utility requirements and characteristics of operating equipment are compatible with
building utilities. Coordinate work of various sections having interdependent responsibilities
for installing, connecting to, and placing in service, such equipment.
D. Coordinate space requirements, supports, and installation of mechanical and electrical Work
which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts,
and conduit, as closely as practicable; place runs parallel with lines of building. Utilize
spaces efficiently to maximize accessibility for other installations, for maintenance, and for
repairs.
E. Coordinate completion and clean-up of Work of separate sections in preparation for
Substantial Completion and for portions of Work designated for Owner's partial occupancy.
F. After Owner occupancy of premises, coordinate access to site for correction of defective
Work and Work not in accordance with Contract Documents, to minimize disruption of
Owner's activities.
1.03 COPIES OF DRAWINGS AND PROJECT MANUALS
A. After Notice of Award, Contractor may obtain, at no charge, up to 10 sets of printed or hard
copies of the Project Manual. Additional copies will be furnished upon request at the cost of
reproduction plus handling charge. If Contractor's requirements for additional project
manuals necessitates reprinting of project manuals, Contractor shall pay entire cost of such
reprinting. Partial sets of project manuals will not be provided.
Job No. 18008 ADMINISTRATIVE REQUIREMENTS
BYU-IDAHO Boiler No.2, No.3 & No.4 Stack Extension SECTION 01300 - Page 2
B. Revised project manuals, if required, will be provided by Engineer to show authorized
changes or extra Work under provisions of Item "A." preceding.
C. After Notice of Award, Contractor may obtain, at no charge, up to 5 printed or hard copies of
the Drawings and Project Manual. Additional copies will be furnished upon request at the
cost of reproduction plus handling charge.
D. Additional copies of project manuals and Drawings may be obtained under following
conditions:
1. Project manuals:
a. Furnished at Engineer's reproduction cost plus handling charge.
b. If Contractor's requirement for additional project manuals necessitates reprinting of
project manuals, Contractor shall pay entire cost of such reprinting.
c. Partial sets of project manuals will not be provided.
E. Revised Drawings and project manuals, if required, will be provided by Engineer to show
authorized changes or extra Work under following conditions:
1. Project manuals: Furnished at no charge, in same quantity as original issuance.
2. Half-size Drawings:
a. Half-size Drawings will be available as revised Drawings.
b. One revised, complete set of half-size Drawings will be issued, at no charge, for each
half-size set originally issued and for each half-size set purchased by Contractor after
Notice of Award.
3. Full-size Drawings:
a. Full-size drawings will not be provided.
1.04 PROJECT SITE ADMINISTRATION
A. Contractor shall provide competent, suitably qualified personnel to survey and lay out Work
and perform construction as required by Contract Documents. Contractor shall at all times
maintain good discipline and order at site.
B. Except in connection with safety or protection of persons or Work or property at site or
adjacent thereto, and except as otherwise indicated in Contract Documents, all Work at site
shall be performed during regular working hours, and Contractor shall not permit overtime
work or performance of Work on Saturday, Sunday, or any legal holiday without Owner's
written consent given after prior written notice to Engineer.
C. Incompetent or incorrigible employees shall be dismissed from Work by Contractor or its
representative when requested by Engineer, and such persons shall not again be permitted
to return to Work without written consent of Engineer.
D. Workmanship shall be of best quality.
1.05 PRECONSTRUCTION MEETING
A. Engineer will schedule a meeting after Notice to proceed.
B. Attendance Required: Owner, Engineer, and Contractor.
C. Agenda:
1. Execution of Owner -Contractor Agreement.
2. Submission of executed bonds and insurance certificates.
Job No. 18008 ADMINISTRATIVE REQUIREMENTS
BYU-IDAHO Boiler No.2, No.3 & No.4 Stack Extension SECTION 01300 - Page 3
3. Distribution of Contract Documents.
4. Submission of list of products, schedule of values, and progress schedule.
5. Designation of personnel representing the parties in Contract and the Engineer.
6. Procedures and processing of field decisions, submittals, substitutions, applications for
payments, proposal request, Change Orders, and Contract closeout procedures.
7. Scheduling.
1.06 PROGRESS MEETINGS
A. Schedule and administer meetings throughout progress of the Work weekly.
B. Engineer will make arrangements for meetings, prepare agenda with copies for participants,
and preside at meetings.
C. Attendance Required: Job superintendent, major subcontractors and suppliers, Owner,
Engineer, as appropriate to agenda topics for each meeting.
D. Agenda:
1. Review minutes of previous meetings.
2. Review of Work progress.
3. Field observations, problems, and decisions.
4. Identification of problems which impede planned progress.
5. Review of submittals schedule and status of submittals.
6. Review of off-site fabrication and delivery schedules.
7. Maintenance of progress schedule.
8. Corrective measures to regain projected schedules.
9. Planned progress during succeeding work period.
10. Coordination of projected progress.
11. Maintenance of quality and work standards.
12. Effect of proposed changes on progress schedule and coordination.
13. Other business relating to Work.
E. Record minutes and distribute copies within 2 days after meeting to participants, with copies
to Engineer, Owner, participants, and those affected by decisions made.
PART 2 PRODUCTS
2.01 EQUIPMENT ELECTRICAL CHARACTERISTICS AND COMPONENTS
A. Motors: Specific motor type is specified in individual specification sections.
B. Wiring Terminations: Provide terminal lugs to match branch circuit conductor quantities,
sizes, and materials indicated. Include lugs for terminal box.
C. Cord and Plug: Provide minimum 6'(2 m) cord and plug including grounding connector for
connection to electric wiring system. Cord of longer length is specified in individual
specification sections.
PART 3 EXECUTION
3.01 CUTTING AND PATCHING
A. Employ original installer to perform roof cutting and patching.
Job No. 18008 ADMINISTRATIVE REQUIREMENTS
BYU-IDAHO Boiler No.2, No.3 & No.4 Stack Extension SECTION 01300 - Page 4
B. Submit written request in advance of cutting or altering elements which affect:
1. Structural integrity of element.
2. Integrity of weather -exposed or moisture -resistant elements.
3. Efficiency, maintenance, or safety of element.
4. Visual qualities of sight exposed elements.
5. Work of Owner or separate Contractor.
C. Execute cutting, fitting, and patching to complete Work, and to:
1. Fit the several parts together, to integrate with other Work.
2. Uncover Work to install or correct ill-timed Work.
3. Remove and replace defective and non -conforming Work.
4. Remove samples of installed Work for testing.
5. Provide openings in elements of Work for penetrations of mechanical and electrical
Work.
D. Execute work by methods to avoid damage to other Work, and which will provide proper
surfaces to receive patching and finishing.
E. Cut masonry and concrete materials using masonry saw or core drill.
F. Restore Work with new products in accordance with requirements of Contract Documents.
G. Fit Work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.
H. Maintain integrity of wall, ceiling, or floor construction; completely seal voids.
I. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal
voids with fire rated material good for a three hour rating in accordance with code, to full
thickness of the penetrated element.
J. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest
intersection; for an assembly, refinish entire unit.
K. Identify hazardous substances or conditions exposed during the Work to the Engineer for
decision or remedy.
3.02 SPECIAL PROCEDURES
A. Materials: As specified in product sections; match existing with new products for patching
and extending work.
B. Employ skilled and experienced installer to perform alteration work.
C. Cut, move, or remove items as necessary for access to alterations and renovation Work.
Replace and restore at completion.
D. Remove unsuitable material not marked for salvage, such as rotted wood, corroded metals,
and deteriorated masonry and concrete. Replace materials as specified for finished Work.
E. Remove debris and abandoned items from area and from concealed spaces.
F. Prepare surface and remove surface finishes to provide for proper installation of new work
and finishes.
Boiler No.2, No.3 & No.4 Stack Extension SECTION 01300 - Page 5
G. Close openings in exterior surfaces to protect existing work from weather and extremes of
temperature and humidity.
H. Remove, cut, and patch Work in a manner to minimize damage and to provide means of
restoring products and finishes to original condition.
Refinish existing visible surfaces to remain in renovated rooms and spaces, to renewed
condition for each material, with a neat transition to adjacent finishes.
J. Where new Work abuts or aligns with existing, provide a smooth and even transition. Patch
Work to match existing adjacent Work in texture and appearance.
K. When finished surfaces are cut so that a smooth transition with new Work is not possible,
terminate existing surface along a straight line at a natural line of division and submit
recommendation to Engineer for review.
L. Where a change of plane of 1/4" or more occurs, submit recommendation for providing a
smooth transition; to Engineer for review.
M. Trim existing doors as necessary to clear new floor finish. Refinish trim as required.
N. Patch or replace portions of existing surfaces which are damaged, lifted, discolored, or
showing other imperfections.
O. Finish surfaces as specified in individual product sections.
END OF SECTION
1) CH Kim
2) NE Casalino
Job No. 18008 SUBMITTAL PROCEDURES
BYU-IDAHO Boiler Stack Extension SECTION 01330 - Page 1
PART
GENERAL
1.01 SECTION INCLUDES
A.
Submittal procedures.
B.
Construction progress schedules.
C.
Proposed products list.
D.
Product Data.
E.
Shop Drawings.
F.
Samples.
G.
Design data.
H.
Data sheets.
I.
Test reports.
J.
Certificates.
K.
Manufacturer's instructions.
L. Manufacturer's field reports.
M. Erection drawings.
N. Safety procedures manual.
O. Engineer's duties.
1.02 SUBMITTAL PROCEDURES
A. Deliver submittals to:
Mr. Noe Casalino, P.E.
Email: casalinonoe@stanleygroup.com
5353 S 960 E
Suite 220
Salt Lake City, UT 84117-7269
B. Drawings, instruction manuals, and other submittals shall be in English language.
C. Shop Drawings and manufacturers' information submitted shall be accompanied by
completed copies of the "Shop Drawings Transmittal Form." Submit number of copies as
specified.
D. Sequentially number the transmittal form. Revise submittals with original number and a
sequential alphabetic suffix.
Job No. 18008 SUBMITTAL PROCEDURES
BYU-IDAHO Boiler Stack Extension SECTION 01330 - Page 2
E. Do not include submittals for more than one section of specifications on the Shop Drawing
Transmittal form (disregard if inapplicable).
F. A brief description under "Title" should clearly identify the specific application of the
equipment or material covered by the Shop Drawing, utilizing where possible the same title
used in Drawings and Specifications. Identify Project, Contractor, Subcontractor, and
supplier; pertinent drawing and detail number, and specification section number, as
appropriate.
G. Information under the heading "Contractor's Transmittal" shall be completed by Contractor
prior to submittal.
H. Information under "Engineer's/Architect's Action' will be completed by Engineer.
I. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of
products required, field dimensions, adjacent construction Work, and coordination of
information is in accordance with the requirements of the Work and Contract Documents.
J. Schedule submittals to expedite the Project, and deliver to Engineer at business address.
K. For each submittal for review, allow 15 days excluding delivery time to and from the
Contractor.
L. Identify variations from Contract Documents and product or system limitations which may be
detrimental to successful performance of the completed Work.
M. Notify Engineer in writing, at time of submission, of any deviations in submittals from
requirements of Contract Documents. Any such deviations permitted by Engineer will
require modifications of Contract Documents.
N. Provide space for Contractor and Architect/Engineer review stamps.
O. When revised for resubmission, identify all changes made since previous submission.
P. Submittals containing language imposing duties on others (such as verification of
dimensions or supply of related information) inconsistent with the contract language shall be
null and void.
Q. Shop drawings shall not be used as media for inquiries for information or for verification of
information that must be supplied by others to Contractor. Inquiries or verification of
information shall be made by separate Contractor submittal using Request For Information
(RFI) process.
R. Begin no fabrication or Work which requires submittals until return of submittals by Engineer
with Engineer stamp, as either "Reviewed" or Reviewed as Noted."
S. Distribute copies of reviewed submittals that carry Engineer stamp as either "Reviewed" or
"Reviewed as Noted" as appropriate. Instruct parties to promptly report any inability to
comply with requirements.
T. Submittals not requested will not be recognized or processed.
Job No. 18008 SUBMITTAL PROCEDURES
BYU-IDAHO Boiler Stack Extension SECTION 01330 - Page 3
1.03 CONSTRUCTION PROGRESS SCHEDULES
A. Submit preliminary outline Schedules within 15 days after date established in Notice to
Proceed for coordination with Owner's requirements. After review, submit detailed
schedules within 15 days modified to accommodate revisions recommended by Engineer.
B. Submit revised Progress Schedules with each Application for Payment.
C. Distribute copies of reviewed schedules to Project site file, subcontractors, suppliers, and
other concerned parties.
D. Instruct recipients to promptly report, in writing, problems anticipated by projections indicated
in schedules.
E. Submit a computer generated horizontal bar chart with separate line for each major portion
of Work or operation, identifying first work day of each week.
F. Show complete sequence of construction by activity, identifying Work of separate stages and
other logically grouped activities. Indicate early and late start, early and late finish, float
dates, and duration.
G. Indicate estimated percentage of completion for each item of Work at each submission.
H. Provide separate schedule of submittal dates for Shop Drawings, Product Data, and
Samples, and dates reviewed submittals will be required from Engineer. Indicate decision
dates for selection of finishes.
I. Revisions to schedules:
1. Indicate progress of each activity to date of submittal, and projected completion date of
each activity.
2. Identify activities modified since previous submittal, major changes in scope, and other
identifiable changes.
3. Provide narrative report to define problem areas, anticipated delays, and impact on
Schedule. Report corrective action taken, or proposed, and its effect.
1.04 PROPOSED PRODUCTS LIST
A. Within 15 days after date of Notice to Proceed, submit list of major products proposed for
use, with name of manufacturer, trade name, and model number of each product.
B. For products specified only by reference standards, give manufacturer, trade name, model or
catalog designation, and reference standards.
1.05 PRODUCT DATA
A. Product Data: Submit to Engineer for review for the limited purpose of checking for
conformance with information given and the design concept expressed in the contract
documents. Provide copies and distribute in accordance with article "Submittal Procedures'.
B. Submit the number of copies which the Contractor requires, plus 3 copies which will be
retained by the Engineer.
Job No. 18008 SUBMITTAL PROCEDURES
BYU-IDAHO Boiler Stack Extension SECTION 01330 - Page 4
C. Mark each copy to identify applicable products, models, options, and other data.
Supplement manufacturers' standard data to provide information specific to this Project.
D. Indicate product utility and electrical characteristics, utility connection requirements, and
location of utility outlets for service for functional equipment and appliances.
E. After review, distribute in accordance with article "Submittal Procedures".
1.06 SHOP DRAWINGS
A. Submit to Engineer for review for the limited purpose of checking for conformance to
information given and the design concept expressed in the Contract Documents. Produce
copies and distribute in accordance with article "Submittal Procedures".
B. Indicate special utility and electrical characteristics, utility connection requirements, and
location of utility outlets for service for functional equipment and appliances.
C. Sheet size: 8-1/2" x 11" minimum; 36" x 120" maximum.
D. Make submittals to Engineer promptly in accordance with approved schedule, and in such
sequence as to cause no delay in Work or in work of any other contractor.
E. Shop Drawings shall be submitted in hard copy format.
Number of submittals required:
1. Shop Drawings: Submit number of opaque reproductions which Contractor, Owner
and/or approving agency (ies) requires, plus 4 copies which will be retained by Engineer
a. Copies of Drawings submitted shall be black line on white background.
b. Shop Drawings shall be suitable for reproduction. Shop Drawings submitted which
are not suitable for reproduction will not be reviewed.
2. Samples: Submit number stated in each Specification section.
3. Drawings larger than 8-1/2" x 11" shall be rolled.
G. Submittals shall contain:
1. Date of submission and dates of any previous submissions.
2. Project title and number.
3. Contract identification.
4. Names of:
a. Contractor.
b. Supplier.
c. Manufacturer.
5. Identification of product, with Specification section number and article number.
6. Field dimensions, clearly identified as such.
7. Relation to adjacent or critical features of Work or materials.
8. Applicable standards, such as ASTM or Federal Specification numbers.
9. Identification of deviations from Contract Documents.
10. Identification of revisions on resubmittals.
11. Indication of Contractor's approval, initialed or signed, with wording substantially as
follows:
"Contractor represents to Owner and Engineer that Contractor has either
determined and verified all quantities, dimensions, field construction
criteria, materials, catalog numbers, and similar data, or assumes full
Job No. 18008 SUBMITTAL PROCEDURES
BYU-IDAHO Boiler Stack Extension SECTION 01330 - Page 5
responsibility for doing so and has reviewed or coordinated each Shop
Drawing or Sample with requirements of Work and Contract Documents"
12. If Contract Documents include performance specifications stating required results which can be
verified as meeting stipulated criteria, so that further design by Contractor prior to fabrication is
necessary, Shop Drawings depicting such design must be prepared under seal of professional
engineer registered *licensed* in appropriate state *jurisdiction* and Shop Drawing shall be signed
and sealed in accordance with applicable regulations and with the following certification
statement:
"I hereby certify that this engineering document was prepared by me or
under my direct personal supervision, that I am a duly registered licensed
professional engineer under the laws of the state of Idaho and I accept
responsibility for the adequacy of this document to meet criteria stipulated
in the Contract Documents."
13. Shop Drawing Transmittal Form is bound herein. This form is also available on disk and
may be obtained from the Engineer. Contractor shall reproduce any additional copies
required and use in accordance with instructions given with Transmittal Form. Contractor
shall submit * * copies of Transmittal Form for initial submittals and resubmittals.
H. Resubmission requirements: Make any corrections or changes in submittals required by
Engineer and resubmit until stamped as either "Reviewed" or "Reviewed as Noted" by
Engineer. Text and depictions changed on Shop Drawings shall be back -circled (clouded).
Engineer will assume that portions of Shop Drawings not back -circled have not been
changed by Contractor from previous submission. Indicate revision number and date in
document revision block.
1.07 SAMPLES
A. Submit to Engineer for review for the limited purpose of checking for conformance with
information given and the design concept expressed in the Contract Documents. Produce
duplicates and distribute in accordance with article "Submittal Procedures".
B. Samples For selection as specified in product sections:
1. Submit to Engineer for aesthetic, color, or finish selection.
2. Submit samples of finishes, textures, and patterns for Engineer selection.
3. After review, produce duplicates and distribute in accordance with article "Submittal
Procedures'.
C. Submit samples to illustrate functional and aesthetic characteristics of the product, with
integral parts and attachment devices. Coordinate sample submittals for interfacing work.
D. Include identification on each sample, with full Project information.
E. Submit the number of samples specified in individual specification sections; one of which will
be retained by Engineer.
Reviewed samples which may be used in the Work are indicated in individual specification
sections.
G. Samples will not be used for testing purposes unless specifically stated in the specification
section.
Job No. 18008 SUBMITTAL PROCEDURES
BYU-IDAHO Boiler Stack Extension SECTION 01330 - Page 6
1.08 DESIGN DATA
A. Submit for the Engineer's knowledge as contract administrator or for the Owner.
B. Submit for information for the limited purpose of assessing conformance with information
given and design concept expressed in the Contract Documents.
1.09 DATA SHEETS
A. Data Sheets may require information not known until Contractor's engineering is complete.
Furnish estimated values based on good engineering judgment. Estimated values shall be
identified by placement of "(est.)" next to value.
B. Data Sheets shall be updated and resubmitted by Contractor once final values are known.
C. Do not leave items blank or labeled "To Be Determined" or "Later."
D. Do not submit manufacturer Product Data instead of completed Data Sheets.
1.10 TEST REPORTS
A. Submit for the Engineer's knowledge as contract administrator or for the Owner.
B. Submit test reports for information for the limited purpose of assessing conformance with
information given and the design concept expressed in the Contract Documents.
1.11 CERTIFICATES
A. When specified in individual specification sections, submit certification by the manufacturer,
installation/application subcontractor, or the Contractor to Engineer, in quantities specified
for Product Data.
B. Indicate material or product conforms to or exceeds specified requirements. Submit
supporting reference data, affidavits, and certifications as appropriate.
C. Certificates may be recent or previous test results on material or product, but must be
acceptable to Engineer.
1.12 MANUFACTURER'S INSTRUCTIONS
A. When specified in individual specification sections, submit printed instructions for delivery,
storage, assembly, installation, start-up, adjusting, and finishing, to Engineer for delivery to
Owner in quantities specified for Product Data.
B. Indicate special procedures, perimeter conditions requiring special attention, and special
environmental criteria required for application or installation.
1.13 MANUFACTURER'S FIELD REPORTS
A. Submit reports for the Engineer's benefit as contract administrator or for the Owner.
B. Submit report in duplicate within 30 days of observation to Engineer for information.
Job No. 18008 SUBMITTAL PROCEDURES
BYU-IDAHO Boiler Stack Extension SECTION 01330 - Page 7
C. Submit for information for the limited purpose of assessing conformance with information
given and the design concept expressed in the Contract Documents.
1.14 ERECTION DRAWINGS
A. Submit drawings for the Engineer's benefit as contract administrator or for the Owner.
B. Submit for information for the limited purpose of assessing conformance with information
given and the design concept expressed in the Contract Documents.
C. Data indicating inappropriate or unacceptable Work may be subject to action by the Engineer
or Owner.
1.15 SAFETY PROCEDURES MANUAL
A. Contractor shall prepare and submit to Owner safety procedures manual defining
Contractor's safety program for work on site. Manual shall include:
1. Safety responsibilities of Contractor's personnel.
2. Description of Contractor's safety program.
3. Requirements of use of personal protective equipment.
4. General safety-related rules of conduct.
5. Fire prevention measures.
6. Accident reporting procedures.
7. Procedures for hot work (welding, cutting, etc.), overhead work, and work in enclosed,
confined spaces (tank, boiler, etc.). Reference 29 CFR Part 1910.
1.16 ENGINEER DUTIES
A. Review required submittals with reasonable promptness and in accord with schedule, only
for general conformance to design concept of Project and compliance with information given
in Contract Documents. Review shall not extend to means, methods, sequences,
techniques, or procedures of construction or to safety precautions or program incident
thereto. Review of a separate item as such will not indicate approval of assembly in which
item functions.
B. Affix stamp and initials or signature, and indicate requirements for resubmittal, or review of
submittal. Engineer's action on submittals is classified as follows:
1. Reviewed: Submittal has been reviewed and appears to be in conformance to design
concept of Project and Contract Documents. Contractor may proceed with fabrication of
work in submittal.
2. Reviewed As Noted: Submittal has been reviewed and appears to be in conformance to
design concept of Project and Contract Documents, except as noted by Engineer.
Contractor may proceed with fabrication of work in submittal with modifications and
corrections as indicated by Engineer.
3. Resubmit: Submittal has been reviewed and appears not to be in conformance to design
concept of Project or with Contract Documents. Contractor shall not proceed with
fabrication of work in submittal, but instead shall make any corrections required by
Engineer and resubmit for review.
4. Returned without Review: Submittal is being returned without having been reviewed
because: 1) not required by Contract Documents; 2) grossly incomplete; 3) indicates no
attempt at conformance to Contract Documents; 4) cannot be reproduced; 5) lacks
Contractor's completed approval stamp; or 6) lacks design professional's seal when
required by law or Contract Documents. If submittal is required by Contract Documents,
Job No. 18008 SUBMITTAL PROCEDURES
BYU-IDAHO Boiler Stack Extension SECTION 01330 - Page 8
Contractor shall not proceed with Work as detailed in submittal, but instead shall correct
defects and resubmit for review.
5. For Information Only: Submittal has not been reviewed but is being retained for
informational purposes only.
t
C. Return 1 copy of submittals to Contractor. Contractor shall make additional copies as
required.
D. *Submittals which do not contain markup, or which have minor markup that can be
adequately described without referencing Shop Drawing, will not be returned. Engineer will
return signed Shop Drawing stamp with written description of Engineer's review comments.*
E. Engineer's review of submittals shall not relieve Contractor from responsibility for any
variation from Contract Documents unless Contractor has, in writing, called Engineer's
attention to such variation at time of submission, and Engineer has given written
concurrence pursuant to Contract Documents to specific variation, nor shall any concurrence
by Engineer relieve Contractor from responsibility for errors or omissions in submittals.
PART PRODUCTS
NOT USED
PART 3 EXECUTION
NOT USED
END OF SECTION
1) CH Kim
2) NE Casalino
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Job No. 18008 QUALITY REQUIREMENTS
BYU-IDAHO Boiler Stack Extension SECTION 01400 - Page 1
PART GENERAL
A. Quality control and control of installation.
B. Tolerances.
C. Building codes and permits.
D. References.
E. Inspection services.
1.02 QUALITY CONTROL AND CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and
workmanship, to produce Work of specified quality.
B. Comply with manufacturers' instructions, including each step in sequence.
C. Should manufacturers' instructions conflict with Contract Documents, request clarification
from Engineer before proceeding.
D. Comply with specified standards as minimum quality for the Work except where more
stringent tolerances, codes, or specified requirements indicate higher standards or more
precise workmanship.
E. Perform Work by persons qualified to produce required and specified quality.
F. Verify that field measurements are as indicated on Shop Drawings or as instructed by
manufacturer.
G. Secure products in place with positive anchorage devices designed and sized to withstand
stresses, vibration, physical distortion, or disfigurement.
1.03 TOLERANCES
A. Monitor fabrication and installation tolerance control of products to produce acceptable
Work. Do not permit tolerances to accumulate.
B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with
Contract Documents, request clarification from Engineer before proceeding.
C. Adjust products to appropriate dimensions; position before securing products in place.
1.04 BUILDING CODES AND PERMITS
A. Obtain and pay for all construction permits and licenses. Owner shall assist Contractor,
when necessary, in obtaining such permits and licenses.
B. Pay all governmental charges and inspection fees necessary for prosecution of Work, which
are applicable at time of opening of Bids. Pay all charges of utility service companies for
connections to Work. Owner will pay all charges of such companies for capital costs related
thereto.
Job No. 18008 QUALITY REQUIREMENTS
BYU-IDAHO Boiler Stack Extension SECTION 01400 - Page 2
C. Give all notices and comply with all laws, ordinances, building and construction codes, rules,
and regulations applicable to Work. If Contractor observes that Specifications or Drawings
are at variance therewith, give Engineer prompt written notice thereof, and any necessary
changes shall be adjusted by appropriate Modification.
D. If Contractor performs any Work knowing or having reason to know that it is contrary to such
laws, ordinances, rules, and regulations, and without such notice to Engineer, Contractor
shall bear all costs arising therefrom; however, it shall not be Contractor's primary
responsibility to make certain that Specifications and Drawings are in accordance with such
laws, ordinances, rules, and regulations.
1.05 REFERENCES
A. For products or workmanship specified by association, trade, or other consensus standards,
comply with requirements of the standard, except when more rigid requirements are
specified or are required by applicable codes.
B. Conform to reference standard by date of issue current on date of Contract Documents,
except where a specific date is established by code.
C. Obtain copies of standards where required by product specification sections.
D. Should specified reference standards conflict with Contract Documents, request clarification
from the Engineer before proceeding.
E. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor
those of the Engineer shall be altered from the Contract Documents by mention or inference
otherwise in any reference document.
F. Abbreviations used in Drawings and Specifications are as specified in ANSI Y1.1 and IEEE
260.
1. AABC - Associated Air Balance Council
2. AAMA - American Architectural Manufacturers Association
3. ABMA - American Bearing Manufacturers Association
4. ACI - American Concrete Institute
5. AISC - American Institute of Steel Construction
6. AISI -American Iron and Steel Institute
7. AMCA - Air Movement and Control Association
8. ANSI - American National Standards Institute
9. ASHRAE - American Society of Heating, Refrigerating and Air Conditioning
Engineers
10. ASME - American Society of Mechanical Engineers
11. ASTM — International Standards Worldwide
12. AWS - American Welding Society
13. BOCA - Building Officials & Code Administrators International, Inc.
14. DASMA - Door and Access Systems Manufacturers Association International
15. DHI - Door and Hardware Institute
16. ICBO - International Conference of Building Officials
17. ICC - International Code Council, Inc.
18. IEEE - Institute of Electrical and Electronics Engineers
19. ISA — The Instrumentation, Systems, and Automation Society
20. ISO - International Standards Organization
21. NAAMM - National Association of Architectural Metal Manufacturers
Job No. 18008 QUALITY REQUIREMENTS
BYU-IDAHO Boiler Stack Extension SECTION 01400 - Page 3
22. NAIMA - North American Insulation Manufacturers Association
23. NPCA - National Paint and Coatings Association
24. NRCA — National Roofing Contractors Association
25. OSHA — U. S. Department of Labor, Occupational Safety and Health Administration
26. SSPC — The Society for Protective Coatings
27. UL - Underwriters' Laboratories, Inc..
1.06 INSPECTION SERVICES
A. This contractor is responsible for scheduling all inspection with city and state officials as
required by them. This contractor shall pay all fees associated with city and state inspection
services.
B. If re -inspection is needed, this contractor is responsible for the costs associated with the re-
inspection services until the work has passed all necessary inspections.
PART PRODUCTS
NOT USED
PART 3 EXECUTION
NOT USED
END OF SECTION
1) CH Kim
2) NE Casalino
Job No. 18008 REGULATORY REQUIREMENTS
BYU-IDAHO Boiler Stack Extension SECTION 01410 - Page 1
PART1 GENERAL
1.01 SECTION INCLUDES
A. Building codes and permits.
B. Taxes.
1.02 BUILDING CODES AND PERMITS
A. Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist
Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all
governmental charges and inspection fees necessary for prosecution of Work, which are
applicable at time of opening of Bids. Contractor shall pay all charges of utility service
companies for connections to Work, and Owner shall pay all charges of such companies for
capital costs related thereto.
B. Contractor shall give all notices and comply with all laws, ordinances, building and
construction codes, rules, and regulations applicable to Work. If Contractor observes that
Specifications or Drawings are at variance therewith, Contractor shall give Engineer prompt
written notice thereof, and any necessary changes shall be adjusted by appropriate
Modification. If Contractor performs any Work knowing or having reason to know that it is
contrary to such laws, ordinances, rules, and regulations, and without such notice to
Engineer, Contractor shall bear all costs arising therefrom; however, it shall not be
Contractor's primary responsibility to make certain that Specifications and Drawings are in
accordance with such laws, ordinances, rules, and regulations.
1.03 TAXES
A. Contractor shall pay all sales, consumer, use and other similar taxes required to be paid by it
in accordance with law of place of Project.
PART PRODUCTS
NOT USED
PART 3 EXECUTION
NOT USED
END OF SECTION
1) CH Kim
2) NE Casalino
Job No. 18008 WELDING QUALIFICATIONS
BYU-IDAHO Boiler Stack Extension SECTION 01460 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. Welding requirements.
B. Procedure qualification.
C. Performance qualification.
1.02 WELDING REQUIREMENTS
A. Welding shall be performed by qualified welding operators using procedures which have
been qualified in accordance with applicable codes and standards specified.
1.03 PROCEDURE QUALIFICATION
A. Contractor, subcontractor; or fabricator performing welding under jurisdiction of referenced
codes shall be responsible for obtaining and qualifying welding procedures. Structural
welding procedures conforming to AWS D1.1 are prequalified as defined in AWS D1.1,
Chapter 5 and Appendix E.
B. Contractor shall maintain records, and make available to Engineer when requested,
certifying successful completion of procedure qualification tests.
1.04 PERFORMANCE QUALIFICATION
A. Contractor, subcontractor, or fabricator performing welding under jurisdiction of referenced
codes shall be responsible for testing and qualifying its welding operators in accordance with
applicable procedures.
B. Unless welding operators have been previously qualified by Contractor within last 6 months
and have been continuously employed as welders by Contractor following qualification,
requalification tests must be performed.
C. Engineer reserves right to require any welder to retake tests when, in opinion of Engineer,
work of welder creates reasonable doubt as to welder's proficiency; Engineer reserves right
to witness any required retesting; conduct such tests at no additional expense to Owner.
PART PRODUCTS
NOT USED
PART 3 EXECUTION
NOT USED
END OF SECTION
1) CH Kim
2) NE Casalino
Job No. 18008 VEHICULAR ACCESS AND PARKING
BYU-IDAHO Boiler Stack Extension SECTION 01550 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. Enclosures and fences.
B. Signs, signals, and devices.
C. Vehicular access.
A. Post -mounted and wall -mounted traffic control and informational signs for vehicular and
pedestrian traffic.
B. Traffic cones, barriers, drums, and lights: As approved by local jurisdictions.
C. Flagger equipment: As required by local jurisdictions.
D. Sidewalk closed signs shall be provided with warning light devices.
D.
Construction parking controls.
E.
Flaggers.
F.
Traffic closures.
G.
Removal.
1.02
GENERAL REQUIREMENTS
A.
Contractor is solely responsible to make sure barricades are placed at excavation site when
not in attendance or where safety of motorist is of concern while Work is proceeding.
B.
Diagonally stripe barricades white with fluorescent orange shall meet requirements of local
codes and regulations regarding traffic control devices.
C.
Provide lighting of barricades on construction sites.
1.03
SUBMITTALS
A.
Submit traffic control plan for Owner's approval and authority having jurisdiction. This may
include the city of Rexburg, Idaho.
PART
PRODUCTS
2.01
ENCLOSURES AND FENCES
A.
Barrier fences: 10' high, removable chain link construction fences. Contractor shall be
responsible for temporary fence installation approved by Owner prior to use.
B.
Construction fence: 4' high, construction safety fence, steel posts, orange in color. Materials,
locations, and installations will be approved by Owner.
2.02
SIGNS, SIGNALS, AND DEVICES
A. Post -mounted and wall -mounted traffic control and informational signs for vehicular and
pedestrian traffic.
B. Traffic cones, barriers, drums, and lights: As approved by local jurisdictions.
C. Flagger equipment: As required by local jurisdictions.
D. Sidewalk closed signs shall be provided with warning light devices.
Job No. 18008 VEHICULAR ACCESS AND PARKING
BYU-IDAHO Boiler Stack Extension SECTION 01550 - Page 2
PART 3 EXECUTION
3.01 VEHICULAR ACCESS
A. Extend and relocate as Work progress requires, provide detours as necessary for
unimpeded traffic flow.
B. Provide unimpeded access for emergency vehicles. Maintain 20'(6 m) width driveways with
turning space between and around combustible materials.
C. Provide and maintain access to fire hydrants and control valves free of obstructions.
D. Designated existing on-site roads may be used for construction traffic.
3.02 CONSTRUCTION PARKING
A. Control vehicular parking to prevent interference with public traffic and parking, access by
emergency vehicles, and Owner's operations.
B. Monitor parking of construction personnel's vehicles. Maintain vehicular access to and
through parking areas.
C. Prevent parking on or adjacent to access roads or in nondesignated areas.
3.03 FLAGGERS
A. Provide trained and equipped flaggers to regulate traffic when construction operations or
traffic encroach on public traffic lanes.
3.04 TRAFFIC CLOSURES
A. A University Closure Notice is required to advise emergency responders (METCAD, Fire,
Police, etc.), adjacent governmental jurisdictions, and others of an impending closure of any
University streets, bike paths, walks, other University traffic ways or other public traffic ways
to vehicular or pedestrian traffic. The notice also advises the media of the planned closure
so that public notice can be given through the media.
B. Closure notice requests should be completed and submitted to at least one week prior to the
actual closure date to allow public safety units, MTD and others time to plan their
emergency, temporary service routes. Forms may be obtained from and returned to the
Public Functions Supervisor in the University's Public Functions Office on the second floor of
the Garage and Carpool Building at 1701 South Oak, Champaign, IL, telephone 333-1490,
fax 333-3711.
C. Projects may be delayed if closure notice request forms are not received to provide proper
lead-time.
3.05 REMOVAL
A. Remove temporary equipment, facilities, and materials when Work is completed.
B. Clean and repair damage caused by installation or use of temporary work.
Job No. 18008 VEHICULAR ACCESS AND PARKING
BYU-IDAHO Boiler Stack Extension SECTION 01550 - Page 3
C. Restore existing and permanent facilities used during construction to original condition.
Restore permanent facilities used during construction to specified condition.
END OF SECTION
1) CH Kim
2) NE Casalino
Job No. 18008 PRODUCT STORAGE AND HANDLING REQUIREMENTS
BYU-IDAHO Boiler Stack Extension SECTION 01660 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. General storage.
B. Enclosed storage.
C. Exterior storage.
D. Maintenance of storage.
E. Maintenance of equipment storage.
PART PRODUCTS
NOT USED
PART 3 EXECUTION
3.01 GENERAL STORAGE
A. Store products immediately on delivery in accordance with manufacturer's instructions, with
seals and labels intact. Protect until installed.
B. Arrange storage in manner to provide access for maintenance of stored items and for
inspection.
3.02 ENCLOSED STORAGE
A. Store products subject to damage by elements insubstantial weathertight enclosures.
B. Maintain temperature and humidity within ranges required by manufacturer's instructions.
C. Store unpacked and loose products on shelves, in bins, or in neat groups of like items.
3.03 EXTERIOR STORAGE
A. Provide substantial platforms, blocking, or skids, to support fabricated products above
ground; slope to provide drainage. Protect products from soiling and staining.
B. For products subject to discoloration or deterioration from exposure to elements, cover with
impervious sheet material. Provide ventilation to avoid condensation.
C. Store loose granular materials on clean, solid surfaces such as pavement, or on rigid sheet
materials, to prevent mixing with foreign matter.
D. Provide surface drainage to prevent flow or ponding of rainwater.
E. Prevent mixing of refuse or chemically injurious materials or liquids.
Job No. 18008 PRODUCT STORAGE AND HANDLING REQUIREMENTS
BYU-IDAHO Boiler Stack Extension SECTION 01660 - Page 2
3.04 MAINTENANCE OF STORAGE
A. Periodically inspect stored products on scheduled basis.
B. Verify storage facilities comply with manufacturer's product storage requirements.
C. Verify manufacturer required environmental conditions are maintained continually.
D. Verify surfaces of products exposed to elements are not adversely affected and if weathering
of finishes is acceptable under requirements of Contract Documents.
3.05 MAINTENANCE OF EQUIPMENT STORAGE
A. For mechanical and electrical equipment in long-term storage, manufacturer's service
instructions shall accompany each item, with notice of enclosed instructions shown on
exterior of package.
B. Service equipment on regularly scheduled basis, maintaining log of services; submit as
record document.
END OF SECTION
1) CH Kim
2) NE Casalino
Job No. 18008 CUTTING AND PATCHING
BYU-IDAHO Boiler Stack Extension SECTION 01730 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. Cutting and patching requirements.
B. Materials.
C. Inspection.
D. Preparation.
E. Performance.
1.02 CUTTING AND PATCHING REQUIREMENTS
A. Contractor shall be responsible for cutting, fitting, and patching required to complete Work or
to:
1. Make its several parts fit together properly.
2. Uncover portions of Work to provide for installation of ill-timed Work.
3. Remove and replace defective Work.
4. Remove and replace Work not conforming to requirements of Contract Documents.
5. Remove samples of installed Work as specified for testing.
6. Provide routine penetrations of nonstructural surfaces for installation of piping and
electrical conduit.
1.03 SUBMITTALS
A. Submit written request to Engineer well in advance of executing cutting or alteration which
affects:
1. Work of Owner or any separate contractor.
2. Structural value or integrity of any element of Project.
3. Integrity or effectiveness of weather -exposed or moisture -resistant elements or systems.
4. Efficiency, operational life, maintenance, or safety of operational elements.
5. Visual qualities of sight -exposed elements.
Request shall include:
1. Identification of Project.
2. Description of affected Work.
3. Necessity for cutting, alteration, or excavation.
4. Effect on work of Owner or separate contractor, or structural or weatherproof integrity of
Project.
5. Description of proposed Work:
a. Scope of cutting, patching, alteration, or excavation.
b. Trades who will execute Work.
c. Products proposed to be used.
d. Extent of refinishing to be done.
6. Alternatives to cutting and patching.
7. Cost proposal, when applicable.
8. Written permission of any separate Contractor whose work will be affected.
Job No. 18008 CUTTING AND PATCHING
BYU-IDAHO Boiler Stack Extension SECTION 01730 - Page 2
C. Should conditions of Work or schedule indicate change of products from original installation,
Contractor shall submit request for substitution.
D. No cutting or alteration for which written request is submitted shall be performed without
written acceptance of Engineer.
E. Submit written notice to Engineer designating date and time Work will be uncovered.
PART PRODUCTS
2.01 MATERIALS
A. Comply with specifications and standards for each specific product involved.
PART 3 EXECUTION
3.01 INSPECTION
A. Inspect existing conditions of Project, including elements subject to damage or to movement
during cutting and patching.
B. After uncovering Work, inspect conditions affecting installation of products, or performance
of Work.
C. Report unsatisfactory or questionable conditions to Engineer in writing; do not proceed with
Work until Engineer has provided further instructions.
3.02 PREPARATION
A. Provide adequate temporary support as necessary to assure structural value or integrity of
affected portion of Work.
B. Provide devices and methods to protect other portions of Project from damage.
C. Provide protection from elements for that portion of Project which may be exposed by cutting
and patching Work, and maintain excavations free from water.
3.03 PERFORMANCE
A. Execute cutting and demolition by method which will prevent damage to other Work, and will
provide proper surfaces to receive installation of repairs.
B. Employ original installer or fabricator to perform cutting and patching for:
1. Heating Plant roof repairs.
C. Execute fitting and adjustment of products to provide finished installation to comply with
specified products, functions, tolerances, and finishes.
D. Restore Work which has been cut or removed; install new products to provide completed
Work in accordance with requirements of Contract Documents.
E. Fit Work airtight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.
Job No. 18008 CUTTING AND PATCHING
BYU-IDAHO Boiler Stack Extension SECTION 01730 - Page 3
F. Refinish entire surfaces as necessary to provide even finish to match adjacent finishes:
1. For continuous surfaces, refinish to nearest intersection.
2. For assembly, refinish entire unit.
END OF SECTION
1) CH Kim
2) NE Casalino
Job No. 18008 CLEANING
BYU-IDAHO Boiler Stack Extension SECTION 01740 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. Disposal requirements.
B. Materials.
C. Cleaning during construction.
D. Dust control
E. Final cleaning.
1.02 DISPOSAL REQUIREMENTS
A. Conduct cleaning and disposal requirements to comply with codes, ordinances, regulations,
and anti -pollution laws.
PART PRODUCTS
2.01 MATERIALS
A. Use only those cleaning materials which will not create hazards to health or property and
which will not damage surfaces.
B. Use only those cleaning materials and methods recommended by manufacturer of surface
material to be cleaned.
C. Use cleaning materials only on surface recommended by cleaning material manufacturer.
PART 3 EXECUTION
3.01 CLEANING DURING CONSTRUCTION
A. Execute periodic cleaning to keep Work, site, and adjacent properties free from
accumulations of waste materials, rubbish, and windblown debris, resulting from construction
operations.
B. Provide on-site containers for collection waste materials, debris, and rubbish.
C. Remove waste materials, debris, and rubbish from site periodically and dispose of at legal
disposal areas away from site.
3.02 DUST CONTROL
A. Clean interior spaces prior to start of finish painting and continue cleaning on an as -needed
basis until painting is finished.
B. Schedule operations so that dust and other contaminants resulting from cleaning process
will not fall on wet or newly coated surfaces.
Job No. 18008 CLEANING
BYU-IDAHO Boiler Stack Extension SECTION 01740 - Page 2
3.03 FINAL CLEANING
A. Employ skilled workers for final cleaning.
B. Remove grease, mastic, adhesives, dust, dirt stains, fingerprints, labels, and other foreign
materials from sight -exposed interior and exterior surfaces, as well as all tools, appliances,
construction equipment and machinery, and surplus materials.
C. Polish glossy surfaces to clear shine.
D. Ventilating systems:
1. Clean permanent filters and replace disposable filters if units were operated during
construction.
2. Clean ducts, blowers, and coils if units were operated without filters during construction.
E. Broom clean exterior paved surfaces; rake clean other surfaces of the grounds, so as to
leave site ready for occupancy by Owner, and restore those portions of site not designated
for alteration by Contract Documents to their condition as of beginning of Work.
F. Prior to final completion, or Owner occupancy, Contractor shall conduct inspection of sight -
exposed interior and exterior surfaces, and all work areas, to verify that entire Work is clean.
G. Contractor shall broom clean exterior paved surfaces; rake clean other surfaces of the
grounds, so as to leave site ready for occupancy by Owner, and restore those portions of site
not designated for alteration by Contract Documents to their condition as of beginning of
Work.
END OF SECTION
1) NE Casalino
2) SD Stone
Job No. 18008 CLOSEOUT PROCEDURES
BYU-IDAHO Boiler Stack Extension SECTION 01770 - Page 1
PART
GENERAL
1.01 SECTION INCLUDES
A.
Substantial completion.
B.
Final completion.
C.
Reinspection fees.
D.
Closeout submittals.
E.
Adjustment of accounts.
F.
Application for final payment.
1.02 SUBSTANTIAL COMPLETION
A. When Contractor considers Work or designated portion thereof is substantially complete,
submit written notice, with list of items to be completed or corrected.
B. Within reasonable time, Engineer will inspect to determine status of completion.
C. Should Engineer determine that Work is not substantially complete, it will promptly notify
Contractor in writing, giving reasons therefor.
D. Contractor shall remedy deficiencies, and send second written notice of substantial
completion, and Engineer will reinspect Work.
E. When Engineer determines that Work is substantially complete, it will prepare Certificate of
Substantial Completion in accordance with General Conditions.
1.03 FINAL COMPLETION
A. When Contractor considers Work is complete, it shall submit written certification that:
B. Contract Documents have been reviewed.
C. Work has been inspected for compliance with Contract Documents.
D. Work has been completed in accordance with Contract Documents, and deficiencies listed
with Certificate of Substantial Completion have been corrected.
E. Equipment and systems have been tested in presence of Owner's representative and are
operational.
F. Work is complete and ready for final inspection.
G. Engineer will inspect to verify status of completion with reasonable promptness.
H. Should Engineer consider that Work is incomplete or defective, it will promptly notify
Contractor in writing, listing incomplete or defective Work.
Job No. 18008 CLOSEOUT PROCEDURES
BYU-IDAHO Boiler Stack Extension SECTION 01770 - Page 2
I. Contractor shall take immediate steps to remedy deficiencies and send second written
certification that Work is complete, and Engineer will reinspect Work.
J. When Engineer finds Work is acceptable, it will consider closeout submittals.
1.04 REINSPECTION FEES
A. Should Engineer perform reinspections due to failure of Work to comply with claims made by
Contractor, Owner will compensate Engineer for such additional services and deduct amount
of such compensation from final payment to Contractor.
1.05 CLOSEOUT SUBMITTALS
A. Evidence of compliance with requirements of governing authorities:
B. Certificates of inspection:
1. Mechanical:
2. Electrical
3. Structural:
C. Project record documents: In accordance with Section 01780.
D. Operation and maintenance data, instructions to Owner's personnel: In accordance with
Section 01785.
E. Warranties and Bonds: In accordance with Section 01780.
F. Keys and keying schedule.
G. Evidence of payment and release of liens: In accordance with General and Supplementary
Conditions.
H. Consent of Surety to final payment.
I. Certificates of insurance for products and completed operations: In accordance with
Supplementary Conditions.
1.06 ADJUSTMENT OF ACCOUNTS
A. Submit final statement of accounting, reflecting adjustments to Contract Price:
B. Original Contract Price.
C. Additions and deductions resulting from:
1. Previous Change Orders.
2. Allowances.
3. Unit prices.
4. Deductions for uncorrected Work.
5. Penalties and bonuses.
6. Deductions for liquidated damages.
7. Deductions for reinspection payments.
8. Other adjustments.
Job No. 18008 CLOSEOUT PROCEDURES
BYU-IDAHO Boiler Stack Extension SECTION 01770 - Page 3
D. Total Contract Price, as adjusted.
E. Previous payments.
F. Sum remaining due.
G. Engineer will issue final Change Order, reflecting approved adjustments to Contract Price
not previously made by Change Orders.
1.07 APPLICATION FOR FINAL PAYMENT
A. Submit Application for Final Payment in accordance with procedures and requirements in
conditions of Agreement.
PART PRODUCTS
NOT USED
PART 3 EXECUTION
NOT USED
END OF SECTION
1) CH Kim
2) NE Casalino
Job No. 18008 CLOSEOUT SUBMITTALS
BYU-IDAHO Boiler Stack Extension SECTION 01780 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. Maintenance of documents and samples.
B. Marking devices.
C. Recording.
D. Submittal.
1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES
A. Maintain at Site for Owner one record copy of:
1. Drawings.
2. Specifications.
3. Addenda.
4. Change Orders and other Modifications to Agreement.
5. Engineer Instruction to Contractor or written instructions.
6. Reviewed Shop Drawings and Samples.
7. Field test records.
Store documents and Samples in Contractor's field office apart from documents used for
construction.
1. Provide files and racks for storage of documents.
2. Provide locked cabinet or secure storage space for storage of Samples.
C. File documents and Samples in accordance with Construction Specifications Institute (CSI)
format.
D. Maintain documents in clean, dry, legible condition and in good order. Do not use record
documents for construction purposes.
E. Make documents and Samples available at all times for reference by Engineer.
1.03 MARKING DEVICES
A. Provide felt tip marking pens for recording information in color code designated by Engineer.
1.04 RECORDING
A. Label each document "PROJECT RECORD" in neat large printed letters.
B. Record information concurrently with construction progress. Do not conceal any Work until
required information is recorded.
C. Drawings shall be legibly marked to record actual construction:
1. Location of internal utilities and appurtenances concealed in construction, referenced to
visible and accessible features of structure.
2. Field changes of dimension and detail.
3. Changes made by Instruction to Contractor or by Change Order.
Job No. 18008 CLOSEOUT SUBMITTALS
BYU-IDAHO Boiler Stack Extension SECTION 01780 - Page 2
4. Details not on original contract Drawings.
D. Specifications and Addenda shall be legibly marked to record:
1. Manufacturer, trade name, catalog number, and supplier of each product and item of
equipment actually installed.
2. Changes made by Instruction to Contractor or by Change Order.
1.05 SUBMITTAL
A. At Agreement close-out, deliver record documents to Engineer for Owner.
B. Accompany submittal with transmittal letter in duplicate, containing:
1. Date.
2. Project title and number.
3. Contractor's name and address.
4. Title and number of each record document.
5. Signature of Contractor or its authorized representative.
PART PRODUCTS
NOT USED
PART 3 EXECUTION
NOT USED
END OF SECTION
1) CH Kim
2) NE Casalino
Job No. 18008 OPERATING AND MAINTENANCE DATA
BYU-IDAHO Boiler Stack Extension SECTION 01785 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. Operating and maintenance data requirements.
B. Quality assurance.
C. Form of submittals.
D. Content of manual.
E. CD-ROM Format.
F. Manual for materials and finishes.
G. Manual for equipment and systems.
H. Submittal schedule.
Instruction of Owner's personnel.
1.02 OPERATING AND MAINTENANCE DATA REQUIREMENTS
A. Operating and maintenance data shall be in English language.
B. Compile product data and related information appropriate for Owner's maintenance and
operation of products furnished under Agreement.
C. Prepare operating and maintenance data as specified in this section and as referenced in
other pertinent sections of Specifications.
D. Instruct Owner's personnel in maintenance of products and in operation of equipment and
systems.
1.03 FORM OF SUBMITTALS
A. Prepare data in form of an instructional manual for use by Owner's personnel.
B. Format for hard copy:
1. Size 8-1/2" x 11".
2. Paper: 20 Ib minimum, white, for typed pages.
3. Text: Manufacturer's printed data, or neatly typewritten.
4. Drawings:
a. Provide reinforced punched binder tab, bind in with text.
b. Fold larger drawings to size of text pages.
5. Provide fly -leaf for each separate product, or each piece of operating equipment.
a. Provide typed description of product, and major component parts of equipment.
b. Provide indexed tabs.
6. Cover: Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS." List:
a. Title of Project.
Job No. 18008 OPERATING AND MAINTENANCE DATA
BYU-IDAHO Boiler Stack Extension SECTION 01785 - Page 2
b. Identity of separate structure as applicable.
c. Identity of general subject matter covered in manual.
Binders:
a. Commercial quality 3 -ring binders with durable and cleanable plastic covers.
b. Maximum ring size: 1".
c. When multiple binders are used, correlate data into related consistent groupings.
1.04 CONTENT OF MANUAL
A. Neatly typewritten table of contents for each volume, arranged in systematic order.
1. Contractor, name of responsible principal, address, and telephone number.
2. List of each product required to be included, indexed to content of volume.
3. List, with each product, name, address, and telephone number of:
a. Subcontractor or installer.
b. Maintenance contractor, as appropriate.
c. Identify area of responsibility of each.
d. Local source of supply for parts and replacement and list of recommended spare
parts.
4. Identify each product by product name and other identifying symbols as set forth in
Contract Documents, including nameplate information and shop order numbers for each
item of equipment furnished.
B. Product data:
1. Include only those sheets which are pertinent to specific product.
2. Annotate each sheet to:
a. Clearly identify specific product or part installed.
b. Clearly identify data applicable to installation.
c. Delete references to inapplicable information.
C. Drawings:
1. Supplement product data with Drawings as necessary to clearly illustrate:
a. Relations of component parts of equipment and systems.
b. Control and flow diagrams.
2. Coordinate Drawings with information in Project record documents to assure correct
illustration of completed installation.
3. Do not use Project record documents as maintenance Drawings.
D. Written text, as required to supplement product data for particular installation.
1. Organize in consistent format under separate headings for different procedures.
2. Provide logical sequence of instructions for each procedure.
E. Copy of each warranty, Bond, and service contract issued.
1. Provide information sheet for Owner's personnel, giving:
a. Proper procedures in event of failure.
b. Instances which might affect validity of warranties or Bonds.
1.05 CD-ROM Format:
A. All CD-ROM's shall be authored with Adobe Acrobat. The authoring shall, but not be limited
to include the following:
1. All design drawings and documentation shall be included on the CD-ROM in a PDF
format. These drawings shall be provided in an electronic format to the company
Job No. 18008 OPERATING AND MAINTENANCE DATA
BYU-IDAHO Boiler Stack Extension SECTION 01785 - Page 3
contracted to create the CD-ROM and shall include the civil engineering, architectural,
structural, electrical and mechanical sections.
2. All information on the CD-ROM shall be printable on 8.5"x11" plain paper with the design
drawings and automatic temperature control drawings printable on 11"x17" plain paper.
3. Capture images such that the user can key word search for information.
4. Provide a hyper -text alphabetical index of all equipment and building products as outlined
in item 1 above.
5. All documentation shall be converted to an unchangeable Portable Document Format
(.PDF).
6. The CD-ROM shall start automatically when inserted in the drive under the Windows 95
operation system. Any directions to continue will be observable on the screen.
7. Operation and maintenance information to be supplied to the company contracted to do
the CD-ROM by the contractor and suppliers providing the materials and equipment.
8. The minimum computer requirements to run the CD-ROM will be the following:
a. Pentium Processor
b. 32 Meg RAM
c. 4x CD-ROM drive
d. Sound Card
e. 64 bit 2 meg video card
f. Windows 2000
g. Mouse
h. SVGA monitor
i. Monitor set to 800 x 600 resolution
1.06 MANUAL FOR MATERIALS AND FINISHES
A. Submit 1 hard copy and 2 electronic copies of complete manual in final form.
B. Contents, for architectural products, applied materials and finishes:
1. Manufacturer's data, giving full information on products.
a. Catalog number, size, composition.
b. Color and texture designations.
c. Information required for re -ordering special -manufactured products.
C. Contents, for moisture protection and weather -exposed products:
1. Manufacturer's data, giving full information on products.
a. Applicable standards.
b. Chemical composition.
c. Details of installation.
2. Instructions for inspection, maintenance, and repair.
D. Additional requirements for maintenance data: Respective sections of Specifications.
E. Provide complete information for products specified in:
1. Section 09900: Paints and Coatings.
2. Section 09960: High Performance Coatings.
1.07 MANUAL FOR EQUIPMENT AND SYSTEMS
A. Submit 1 hard copy and 2 electronic copies of complete manual in final form.
B. Contents, for each unit of equipment and system, as appropriate:
1. Description of unit and component parts:
Job No. 18008 OPERATING AND MAINTENANCE DATA
BYU-IDAHO Boiler Stack Extension SECTION 01785 - Page 4
a. Function, normal operating characteristics, and limiting conditions.
b. Performance curves, engineering data, and tests.
c. Complete nomenclature and commercial number of replaceable parts.
2. Operating procedures:
a. Startup, break-in, routine, and normal operating instructions.
b. Regulation, control, stopping, shutdown, and emergency instructions.
c. Summer and winter operating instructions.
d. Special operating instructions.
3. Maintenance procedures:
a. Routine operations.
b. Guide to "trouble -shooting."
c. Disassembly, repair, and reassembly.
d. Alignment, adjusting, and checking.
4. Servicing and lubrication schedule: List of lubricants required.
5. Manufacturer's printed operating and maintenance instructions.
6. Description of sequence of operation by control manufacturer.
7. Original manufacturer's parts list, illustrations, assembly drawings, and diagrams required
for maintenance.
a. Predicted life of parts subject to wear.
b. Items recommended to be stocked as spare parts.
8. As -installed control diagrams by controls manufacturer.
9. Each contractor's coordination Drawings. As -installed color -coded piping diagrams.
10. Chart of valve tag numbers, with location and function of each valve.
11. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage.
12. Other data as required under pertinent sections of Specifications.
C. Content, for each electrical and electronic system, as appropriate.
1. Description of system and component parts:
a. Function, normal operating characteristics, and limiting conditions.
b. Performance curves, engineering data, and tests.
c. Complete nomenclature and commercial number of replacement parts.
2. Circuit directories of panelboards:
a. Electrical service.
b. Controls.
c. Communications.
3. As -installed color -coded wiring diagrams.
4. Operating procedures:
a. Routine and normal operating instructions.
b. Sequences required.
c. Special operating instructions.
5. Maintenance procedures:
a. Routine operations.
b. Guide to "trouble -shooting."
c. Disassembly, repair, and assembly.
d. Adjustment and checking.
6. Manufacturer's printed operating and maintenance instructions.
7. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage.
8. Other data as required under pertinent sections of Specifications.
D. Prepare and include additional data when need for such data becomes apparent during
instruction of Owner's personnel.
Job No. 18008 OPERATING AND MAINTENANCE DATA
BYU-IDAHO Boiler Stack Extension SECTION 01785 - Page 5
E. Additional requirements for operating and maintenance data: Respective sections of
Specifications.
F. Provide complete information for products specified in:
1. Division 15 and 16.
1.08 SUBMITTAL SCHEDULE
A. Submit 1 hard copy of completed data in final form 30 days prior to final inspection or
acceptance. Copy will be returned with comments.
B. Make corrections to hard copy and resubmit for final approval. Once the hard copy has been
approved by the ENGINEER, submit 2 electronic copies of approved data in final form 10
days after final inspection or acceptance.
1.09 INSTRUCTION OF OWNER'S PERSONNEL
A. Prior to final inspection or acceptance, fully instruct Owner's designated operating and
maintenance personnel in operation, adjustment and maintenance of products, equipment
and systems.
B. Manual for equipment and systems shall constitute basis of instruction. Review contents of
manual with personnel in full detail to explain all aspects of operations and maintenance.
PART PRODUCTS
NOT USED
PART 3 EXECUTION
NOT USED
END OF SECTION
1) NE Casalino
2) SD Stone
Job No. 18008 BALANCING AIR SYSTEMS
BYU-IDAHO Boiler Stack Extension SECTION 01816 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. Balancing air systems requirements.
B. Testing agency qualification.
C. Alternates.
D. Warranty.
E. Instruments.
F. Testing and balancing procedure.
G. Data register.
H. Balancing data.
1.02 BALANCING AIR SYSTEMS REQUIREMENTS
A. Adjust and balance systems.
B. Provide Data Registers.
C. Provide system report; see article "Balancing Data."
D. Instruct Owner's personnel in proper operation and maintenance of each piece of equipment.
E. Provide services of independent balancing and testing agency to balance and test air moving
equipment and air distributing systems. See article "Testing Agency Qualification."
1.03 SUBMITTALS
A. Submit following for review; do not start system balancing until submittals are acceptable to
Engineer:
1. Outline of methods proposed for testing and balancing.
2. List of instruments proposed for use in testing and balancing.
3. Certification of recent calibration for all instruments proposed for use in testing and
balancing.
B. Submit, within 10 days after completion of system balancing, copies of system report. See
"Balancing Data," this Section, for information to be included.
1.04 TESTING AGENCY QUALIFICATION
A. Agency shall specialize in balancing and testing of industrial air distribution systems.
B. Work by testing agency shall be performed under direct supervision of a registered
professional engineer qualified in testing of heating, ventilating, and air conditioning systems.
Job No. 18008 BALANCING AIR SYSTEMS
BYU-IDAHO Boiler Stack Extension SECTION 01816 - Page 2
1.05 ALTERNATES
A. Contractor may submit alternate Bid based on Contractor's personnel performing balancing
and testing as hereinafter specified. Contractor shall submit, with its Bid, its qualifications for
approval.
B. Personnel involved in execution of Work shall be experienced in total balancing of
mechanical systems.
1.06 WARRANTY
A. Warrant that system will be set to values established by Drawings and Specifications.
PART PRODUCTS
2.01 INSTRUMENTS
A. Duct velocity readings: Pitot tube and inclined manometer with scale appropriate for value of
readings to be taken.
B. Duct dry and wet bulb temperatures: Dial type thermometers with scale graduations of 1
degree or less. Minimum 2" diameter scale. Minimum bulb length of 5". Type of wick for wet
bulb thermometer to be approved in advance.
C. Dew point readings: If Contractor elects to determine air moisture content with a "dew
pointer," it shall be a Cambridge Model 880 by Cambridge Filter Corp., or equal.
D. Area dry and wet bulb thermometer: Glass, mercury type with maximum scale graduations
of 11. Type of wick for wet bulb thermometer shall be approved in advance.
E. Calibrate thermometers before and after testing.
F. Maintain instruments and equipment in good working order during testing.
PART 3 EXECUTION
3.01 TESTING AND BALANCING PROCEDURE
A. Do not start air balancing and testing until individual systems have been completed and are
in full working order. Place individual air conditioning systems and equipment in full
operation and continue operation of systems during each working day of testing and
balancing.
B. In adjusting temperature regulation, determine by experience proper relationship between
master and submaster components and their calibration.
C. Prove correctness of environmental conditions on boiler 2, 3, and 4 ID fans motors and
VFDs by providing a continuous recording of readings for period of seven consecutive 24-
hour days at each separately controlled zone. Furnish original recordings as directed.
D. When adjustments have been made, final testing shall be witnessed as directed. Within a
period of 6 months after final testing, readjust, verify, and have witnessed, performance and
capacity of systems as necessary.
Job No. 18008 BALANCING AIR SYSTEMS
BYU-IDAHO Boiler Stack Extension SECTION 01816 - Page 3
E. Air systems:
1. Measure supply air volumes by using duct traverse method, taking a minimum of 16
readings. Seal duct access holes with metal snap -in plugs. Use of duct tape to seal
access holes will not be permitted.
2. Adjust ID fans for required CFM air quantities.
3. Adjust ID fans to within 5% of individual requirements specified.
4. Total air delivery from fan system shall be obtained by adjustment of fan speed. Drive
motor of each fan shall not be loaded greater than corrected full load amperage rating of
motor and VFD involved.
5. Check air volume on following equipment and make adjustments such that cfm
corresponds to specified values:
a. Induced Draft Fans: See Drawings
6. Changes that are required for final balancing results, as determined by Contractor, will be
provided under respective sections supplying and installing such equipment. Such
changes may encompass, but are not necessarily restricted to, changing of pulleys,
belts, dampers, or adding dampers and access holes.
3.02 DATA REGISTER
A. Install at each piece of mechanical equipment data register showing all significant operating
temperatures, pressures, amperes, voltage, brake horsepower, and similar items.
B. Data register shall be enclosed in vinafilm holder securely attached to equipment or wall in
immediate area.
3.03 BALANCING DATA
A. Upon completion of total system testing and balancing, Contractor shall submit 3 copies of
system report consisting of all test and balancing data. Data shall be tabulated on forms
supplied by Contractor and bound for distribution to Owner and Engineer. After data have
been reviewed, submit 3 copies with final adjustments tabulated.
B. Report forms shall bear following identification:
1. Project identification.
2. Date.
3. Contractor.
4. System identification.
5. Operating air dry bulb and wet bulb temperatures at time of each test.
C. System report shall include:
1. Fans and VFDs:
a. Manufacturer, size, and hp.
b. Amperage (nameplate, corrected full load, and final operating).
c. Motor current characteristics, starter size, heater size.
d. Rpm (design and final operating).
e. Brake horsepower.
f. Fan cfm (design and final operating).
g. Fan suction and discharge static pressure (design and final operating).
h. Method by which air quantities were determined.
2. System external to fan; test data:
a. Location.
b. Design velocity and cfm.
c. Flow factor.
Job No. 18008 BALANCING AIR SYSTEMS
BYU-IDAHO Boiler Stack Extension SECTION 01816 - Page 4
d. Final condition of balance.
e. Method used to determine air.
END OF SECTION
1) CH Kim
2) NE Casalino
Job No. 18008 CAST IN PLACE CONCRETE
BYU-IDAHO Boiler Stack Extension SECTION 03300 - Page 1
PART GENERAL
1.01 SUMMARY
A. Cast -in-place concrete, including formwork, reinforcement, concrete materials, mixture
design, placement procedures, and finishes, for the following:
B. Slab for Fan Support.
1.02 QUALITY ASSURANCE
A. Quality Standard: ACI 301.
1.03 MATERIALS
A. Form -facing materials.
B. Plywood.
C. Steel Reinforcement:
D. Reinforcing Bars: Deformed, Low -alloy steel.
E. Concrete Materials:
F. Portland Cement: ASTM C 150, Type 1, III, gray
G. Aggregate: Normal weight.
H. Water.
L Admixtures: Air entraining, Water reducing.
J. Floor and Slab Treatments: Penetrating liquid floor treatment.
K. Curing Materials: Clear, waterborne, membrane -forming curing, dissipating compound.
1.04 CONCRETE MIXTURES
A. Compressive Strength (28 Days):
B. Slabs: 4500 psi, 4000 psi.
C. Mixing: Ready mixed.
1.05 INSTALLATION
A. Formed -Surface Finish: Smooth.
B. Floor and Slab Finishes
C. Trowel: Surfaces exposed to view.
Job No. 18008 STRUCTURAL METAL FRAMING
BYU-IDAHO Boiler Stack Extension SECTION 05100 - Page 2
1.06 FIELD QUALITY CONTROL
A. Testing: By Owner -engaged agency.
B. Inspections: By Owner -engaged special inspector.
END OF SECTION 03300
1) LW Tanner
2)
Job No. 18008 STRUCTURAL METAL FRAMING
BYU-IDAHO Boiler Stack Extension SECTION 05100 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. Structural materials.
B. Structural design requirements.
C. Structural fabrication and erection.
D. Shop painting.
E. Inspection and testing.
1.02 WORK BY OTHERS
A. Stack and breeching:
B. Column anchor bolts:
C. Finish painting:
D. Furnishing and installing anchor bolts:
1.03 DESIGN REQUIREMENTS
A. Design, furnish, and install supplementary steel framing and supports required for
Contractor -installed items under this contract. Supplementary steel is defined as:
1. Steel necessary to support equipment in addition to new steel sized on Drawings.
2. Steel shown conceptually on Drawings and not sized.
B. Design structural steel connections not sized on Drawings.
C. Design in accordance with AISC "Specification for Structural Steel Buildings - Allowable
Stress Design and Plastic Design" and these specifications.
D. Design shall be performed by a professional engineer who is licensed in the state of Idaho
and retained by the Contractor.
1.04 SUBMITTALS
A. Product Data:
1. List of manufactured materials proposed, identifying manufacturer and type.
B. Shop Drawings for structural materials.
1. Shop Drawings for structural material including erection plans and connection details.
Each Shop Drawing showing connection details designed by engineer retained by
Contractor shall be sealed, signed, and dated by that engineer.
2. Revised engineering drawings and Shop Drawings shall be labeled with revision number
and revision date with all changes clearly identified by "clouding," and signed and dated
by engineer retained by Contractor certifying drawing revision.
Job No. 18008 STRUCTURAL METAL FRAMING
BYU-IDAHO Boiler Stack Extension SECTION 05100 - Page 2
3. Shop Drawings submitted without seal, signature, date, certification statement of
engineer retained by Contractor and not identifying revisions will be returned to
Contractor without review.
C. Quality assurance data:
1. Certificates of compliance with standards specified for items specified in this Division.
2. Certified copies of mill tests.
3. Welder's qualifications.
4. Weld inspection and testing reports: Submit 3 copies of reports to Owner. At a minimum,
reports shall contain information required by IBC and following:
a. Inspecting agency, inspector, inspector's AWS certification, materials inspected, date
of inspection, whether or not materials conformed to Contract requirements, repair
work and follow-up inspection results.
b. Weld test reports.
5. Bolted connection inspection and testing reports: Submit 3 copies of report to Owner.
Report shall contain following information:
a. Inspecting agency, inspector, and inspector's qualifications.
b. Connections tested and inspected, and date of test and inspection.
c. Whether or not connection conformed to contract requirements, rework of
connections, and follow-up testing and inspection results.
1.05 QUALITY ASSURANCE
A. Fabricator shall have not less than 10 years experience in fabrication of structural steel.
B. Owner will retain services of qualified, independent testing company to inspect fabricating
shop and test fastener assemblies, installation and tightening of bolts and to perform
inspection and testing of welds.
C. Where tests or inspections indicate noncompliance with Contract Documents, repair or
replace defective materials at Contractor's expense. Costs for retesting shall be borne by
Contractor.
1.06 ALLOWANCES
A. Furnish and install metal items not shown but found necessary after award of contract.
Include following quantities in lump sum Contract Price:
1. 2000 Ib of primary or secondary structural steel.
1.07 PAYMENT
A. Quantities of items measured for payment will be based upon materials shown on
fabricator's Shop Drawings reviewed by Engineer. Where unit of measurement is pounds
weight will be calculated in accordance with method of "Calculation of Weights" as specified
by AISC, "Code of Standard Practice for Steel Buildings and Bridges," unless specified
otherwise herein.
B. If quantities of following items are changed from those required by Contract Documents,
lump sum Contract Price will be adjusted on basis of unit adjustment prices set forth in
Agreement. Unit adjustment prices include all costs in connection with furnishing and
installing.
Job No. 18008 STRUCTURAL METAL FRAMING
BYU-IDAHO Boiler Stack Extension SECTION 05100 -Page 3
1. Primary Structural Steel, pounds; Pounds defined as theoretical weights of W -shapes, S -
shapes, American Standard Channels (C -shapes), miscellaneous channels (MC -
shapes), structural tubing, and structural pipes.
2. Secondary Structural Steel, pounds; Pounds defined as theoretical weights of plates,
angles, tees, pipes of 3" nominal diameter or less, rods, bolts, hardware and other
secondary steel.
3.
PART PRODUCTS
2.01 MATERIALS
A. Structural steel:
1. W shapes: ASTM A992/A992M, Grade 50.
2. C, MC and S shapes: ASTM A572/A572M, Grade 50.
3. L shapes: ASTM A36/A36M.
4. Plates: ASTM A36/A36M.
B. Structural square and rectangular tubing: ASTM A500, Grade B.
C. Structural pipes: ASTM A53/A53M, Grade B.
D. Steel fasteners, plain finish:
1. High-strength bolts: ASTM A325/A325M, Types 1 or 3,cold-forged, domestically
manufactured.
2. Nuts: ASTM A194/A194M 2d domestically manufactured.
3. Washers: ASTM F436/F436M; hardness of 38 to 45 H.C.
4. Twist off tension control bolts conforming to ASTM F1852 may be substituted for A325
bolts. Heads shall be heavy hex or round type.
E. Steel fasteners, galvanized:
1. High-strength bolts: ASTM A325/A325M, Type 1 only.
2. Nuts: ASTM A194/A194M 2H or ASTM A563/A563M DH, domestically manufactured.
3. Washers: ASTM F436/F436M; hardness of 38 to 45 HRC.
4. Bolt, nut, and washer galvanizing: ASTM 8695, Class 50 or ASTM Al53/A153M.
Tapping and lubricating of nuts in accordance with ASTM A563/A563M.
5. Twist off tension control bolts conforming to ASTM F1852 may be substituted for A325
bolts. Heads shall be heavy hex or round type.
F. Standard bolts: ASTM A307.
G. Stainless steel: ASTM A240/A240M, Type 316.
H. Galvanizing: ASTM A123/A123M.
2.02 STEEL FABRICATION
A. Conform to AISC "Specification for Structural Steel Buildings - Allowable Stress Design and
Plastic Design," "Specification for Structural Joints using ASTM A325 or A490 Bolts," and
"Code of Standard Practice for Steel Buildings and Bridges," except Section 4.2 of Code of
Standard Practice does not apply.
B. Welding: AWS D1.1.
Job No. 18008 STRUCTURAL METAL FRAMING
BYU-IDAHO Boiler Stack Extension SECTION 05100 - Page 4
C. Connection details and design:
1. Connections, or parts thereof, not sized on Drawings shall be designed by professional
engineer retained by Contractor.
2. Unless beam reactions are shown on Drawings, design each beam connection for
following:
a. 60% of total uniform load capacity computed from "Allowable Loads on Beams,"
tabulated in AISC Manual of Steel Construction, 9th Edition, for given shape, span,
and steel specified assuming beam is fully -laterally supported.
b. Not less than 60% of uncoped beam web shear capacity.
3. Design hanger and diagonal bracing member connections for force shown on Drawings.
If force is not shown, connect for larger of:
a. 100% of member allowable axial tension force.
b. 100% of member allowable compression force.
4. Design end connections of horizontal members in braced vertical frames and horizontal
trusses for combination of full axial force shown and beam reaction specified above.
5. Use slip -critical connections with threads not included in the shear plane for all bolted
connections.
D. Bolts for slip -critical connections and bolts subject to tension shall be tightened to develop
minimum tension specified by AISC.
E. Shop connections: Either weld or use high-strength bolts, unless type is specifically shown.
F. Field connections: Provide bolts for field connections except where shown otherwise on
Drawings.
Use high-strength bolts. Use galvanized high-strength bolts when bolting galvanized
steel.
Use of high-strength bolts: Conform to "Specification for Structural Joints Using ASTM
A325 or A490 Bolts," as approved by Research Council on Structural Connections of the
Engineering Foundation, and published by AISC.
3. Use standard bolts for members at temporary or removable locations, unless noted
otherwise.
4. If structural steel details (field welds vs. shop welds, etc.) shown on Contract Drawings
are not compatible with Contractor's erection procedures, detailer shall submit proposed
modifications for Engineer's review.
G. Close ends of pipe and tubular members with minimum 114" plate, seal welded to member.
H. Column splices:
1. Detail splices to meet requirements of AISC "Structural Steel Detailing," unless indicated
otherwise.
2. Minimum thickness of splice plate: 1/2" (13 mm).
I. Double angles or double -tee compression members:
1. Provide spacer plates at intervals such that compressive strengths of individual members
between spaces is at least equal to that of double member for its total length.
2. Connect members *with spacer plates of same metal quality* by bolting or shop welding.
2.03 NONSHRINK GROUT
Job No. 18008 STRUCTURAL METAL FRAMING
BYU-IDAHO Boiler Stack Extension SECTION 05100 - Page 5
A. Nonmetallic, and free of chloride, gypsum or corrosive -type materials: ASTM C1107, Grade
A; formulation suitable for application.
B. Minimum strength: 8,000 psi at 28 days.
C. Use for grouting beneath baseplates and bearing plates.
2.04 SHOP PAINTING
A. Surface preparation: Remove oil, grease, dirt, rust, loose mill scale, and other foreign
elements by "Commercial Blast Cleaning" in accordance with SSPC-SP6. Surface profile
shall comply with paint manufacturer's requirements.
B. Omit paint from contact surfaces of slip -critical connections unless paint has been qualified
by test in accordance with "Test Method to Determine the Slip Coefficient for Coatings Used
in Bolted Joints" as adopted by the AISC Research Council on Structural Connections.
Manufacturer's certification shall include certified copy of test report.
C. Omit shop prime coat:
1. Sufficient distance from surfaces subject to field welding to prevent prime coat damage
from welding process
2. From surfaces to be embedded in concrete.
3. From galvanized surfaces, stainless steel, and from surfaces which are to receive gunite.
D. Leave unpainted steel clean and free from rust.
E. Shop primer: As specified in Section 09900.
PART 3 EXECUTION
3.01 ERECTION
A. Erect plumb and level; introduce temporary bracing required to support erection loads.
B. Erect temporary horizontal bracing at concrete slab floor levels; temporary bracing shall
remain in place until 7 days after slab has been installed.
C. Use light drifting necessary to draw holes together. Drifting to match unfair holes is not
allowed. Use of twist drills to enlarge holes to make connections is only permitted for slip -
critical connections and is subject to Engineer's review. If diameter of enlarged hole exceeds
original bolt diameter by 1/4" (6.4 mm) or more, provide a larger bolt so final hole does not
exceed bolt diameter by more than 3/16" (4.8 mm).
D. Provide washers, install, and tighten high-strength bolts in accordance with "Specification for
Structural Joints Using ASTM A325 or A490 Bolts," as approved by Research Council on
Structural Connections of the Engineering Foundation, and published by AISC. Tighten bolts
per slip -critical specifications.
E. Welding: AWS D1.1. Provide Engineer with proof of qualification of welders. Proof of
qualification not required for tack welds or welds not carrying stress.
F. Shore existing members when unbolting of common connections is required. Use new bolts
for rebolting connections.
Job No. 18008 STRUCTURAL METAL FRAMING
BYU-IDAHO Boiler Stack Extension SECTION 05100 - Page 6
G. Where new steel connects to existing steel and connections are not common connections,
field drill holes in existing steel; welding to existing steel will be permitted only as shown.
H. Grout under baseplates to provide full bearing area after steel has been plumbed and
aligned. Grout thickness: 1" (25 mm), unless shown otherwise. Place and cure as
recommended by manufacturer.
Design, install, and maintain temporary guardrails and kickplates as required by OSHA.
3.02 INSPECTION AND TESTING OF BOLTED CONNECTIONS
A. Inspection and testing: In accordance with "Specification for Structural Joints Using ASTM
A325 or A490 Bolts," and these specifications.
B. Inspection and testing shall also include following:
1. Verify that bolt, nut, washers conform to materials specified.
2. Verify bolts, nuts and washers are properly marked in accordance with appropriate
ASTM specifications including manufacturer symbol.
3. Verify appropriate test certificates have been furnished by manufacturer for bolts, nuts,
and washers according to ASTM specification requirements.
4. Verify certificate lot numbers coincide with lot numbers on containers at job site.
5. Verify bolting crews are installing bolts in accordance with references specified.
6. Verify slip -critical connection bolts and bolts subject to tension have been properly
pretensioned.
7. Verify bearing -type connection bolts are snug tight bringing all plies into contact.
3.03 INSPECTION AND TESTING OF WELDS
A. Inspection: IBC Chapter 17. Special inspector shall be retained by Owner. Special inspector
shall be certified in accordance with AWS D1.1.
B. Nondestructive testing:
1. Shop and field full penetration welds of structural shapes: Test full length of welds.
2. Field welds:
a. Test minimum of 20 field welds. Perform 2 additional tests for each test that fails.
b. Each 4" (100 mm) of weld length shall be considered one test.
c. Locations: Determined by testing company.
3. Nondestructive testing: Ultrasonic or magnetic particle method conforming to AWS D1.1.
4. Repair welds shown by inspections or testing to have discontinuities that would reduce
weld strength in accordance with AWS D1.1. Cost of reworking welds and follow-up
inspections and tests shall be borne by Contractor.
3.04 FIELD PAINTING
A. After erection, apply one field coat of primer to cleaned surfaces of bolts, new welds,
abrasions to shop coat, and all metal surfaces not shop prime painted except do not paint
aluminum, stainless steel, or galvanized steel work.
B. Field finish painting: As specified in Section 09900.
Job No. 18008 STRUCTURAL METAL FRAMING
BYU-IDAHO Boiler Stack Extension SECTION 05100 - Page 7
END OF SECTION
1) LW Tanner
2)
Job No. 18008 PAINTING AND COATING
BYU-IDAHO Boiler Stack Extension SECTION 09900 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. On-site surface preparation and painting.
1.02 RELATED SECTIONS
A. Section 05100 - Structural Metal Framing: Shop priming on steel.
1.03 SUBMITTALS
A. Schedule of products proposed for each system.
B. Product data sheets, if other than products specified in schedule.
C. Duplicate 6" x 8" (150 mm x 200 mm) samples of paint and stain colors when requested by
Engineer. When possible, apply finishes on identical type materials to which they will be
applied on job. Identify each sample as to finish type, formula, color name and number, and
gloss.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Deliver paint materials in sealed original labeled containers, bearing manufacturer's name,
type of paint, brand name, color designation and instructions for mixing and/or reducing.
B. Provide adequate storage facilities. Store paint materials at minimum ambient temperature
of 45°F (7°C) in well ventilated area.
C. Take precautionary measures to prevent fire hazards and spontaneous combustion.
1.05 ENVIRONMENTAL REQUIREMENTS
A. Ensure surface temperatures and the surrounding air temperature is above 45°F (7°C)
before applying finishes. Minimum application temperatures for latex paints are 45°F (7°C)
for interior work and 50°F (10°C) for exterior work. Minimum application temperature for
varnish finish is 65°F (18°C).
B. Do no exterior painting while surfaces are damp or during rainy or frosty weather.
C. Do no exterior spray painting while the wind velocity is above 13 mph (20 km/h).
D. Provide adequate continuous ventilation and sufficient heating facilities to maintain
temperatures above 45°F (7°C) for 24 hours before, during and 48 hours after application of
finishes.
E. Provide adequate lighting on surfaces to be finished.
1.06 HEALTH AND SAFETY REQUIREMENTS
Job No. 18008 PAINTING AND COATING
BYU-IDAHO Boiler Stack Extension SECTION 09900 - Page 2
A. Work shall comply with applicable federal, state, and local laws and regulations including
analyses of the potential impact of painting operations on painting personnel and on others
involved in and adjacent to the work zone.
B. Worker exposures: Exposure of workers to chemical substances shall not exceed limits as
established by American Conference of Governmental Industrial Hygienists: Threshold Limit
Values for Chemical Substances and Physical Agents and Biological Exposure Indices,
ACGIH-02 or as required by a more stringent applicable regulation.
C. Toxic compounds: Toxic compounds having ineffective physiological properties, such as
odor or irritation levels, shall not be used unless approved by the Owner.
D. Training: Workers having access to affected work area shall be informed of contents of
manufacturer's current printed product description, Material Safety Data Sheets (MSDS) and
technical data sheets for each coating system and shall be informed of potential health and
safety hazard and protective controls associated with materials used on Project. Affected
work area is one that may receive mists and odors from painting operations. Workers
involved in preparation, painting and clean-up shall be trained in safe handling and
application, and exposure limit, for each material which worker will use in Project. Personnel
having a need to use respirators and masks shall be instructed in use and maintenance of
such equipment.
E. Provide paints for interior use that contain no mercurial mildewcide or insecticide. Provide
paint containing not more than 0.06% lead.
F. Provide documentation stating that paints proposed for use meet Volatile Organic
Compound (VOC) regulations of local air pollution control districts having jurisdiction over
geographical area in which Project is located.
1.07 EXTRA STOCK
A. Leave on premises, where directed by Engineer, not less than 1 gallon of each color and
type used.
B. Containers shall be tightly sealed and clearly labeled for identification.
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Benjamin Moore Paints.
B. ICI Paints (Devoe/Dulux).
C. Pittsburg Paints.
D. Sherwin-Williams Co.
E. Materials and colors referenced in this Section are as manufactured by Sherwin Williams
Co., unless noted otherwise.
2.02 MATERIALS
Job No. 18008 PAINTING AND COATING
BYU-IDAHO Boiler Stack Extension SECTION 09900 - Page 3
A. Paint accessory materials: Linseed oil, shellac, turpentine and other materials not
specifically indicated herein but required to achieve finishes specified of high quality and
approved manufacturer.
B. Paints: Ready -mixed, except field catalyzed coatings. Pigments fully ground maintaining
soft paste consistency, capable of readily and uniformly dispersing to complete
homogeneous mixture.
C. Paints applied to structure surrounding breeching, boiler stacks or other high temperature
surfaces shall be rated for 800° F min.
D. Paint colors to match existing color scheme inside and outside of heat plant or as directed by
OWNER.
E. Paints to have good flowing and brushing properties and be capable of drying or curing free
of streaks or sags.
F. Dry mil thickness of paint shall comply with manufacturer's recommendations for materials
specified for prevailing substrates and Project conditions.
G. Paints containing lead in excess of 0.06% by weight of total nonvolatile content (calculated
as lead metal) shall not be used.
H. Paints containing zinc chromate or strontium chromate pigments shall not be used.
I. VOC content: Paints shall comply with applicable state and local laws enacted to ensure
compliance with Federal Clean Air Standards and shall conform to restrictions of local air
pollution control authority.
PART 3 EXECUTION
3.01 INSPECTION
A. Thoroughly examine surfaces scheduled to be painted prior to commencement of Work.
Report in writing to Engineer, any condition that may potentially affect proper application. Do
not commence until such defects have been corrected.
B. Correct defects and deficiencies in surfaces that may adversely affect work of this Section.
3.02 PROTECTION
A. Adequately protect other surfaces from paint and damage. Repair damage as a result of
inadequate or unsuitable protection.
B. Furnish sufficient drop cloths, shields, and protective equipment to prevent spray or
droppings from fouling surfaces not being painted and in particular, surfaces within storage
and preparation area.
C. Place cotton waste, cloths, and material that may constitute a fire hazard in closed metal
containers and remove daily from site.
D. Remove electrical plates, surface hardware, fittings and fastenings, prior to painting
operations. These items are to be carefully stored, cleaned, and replaced on completion of
Job No. 18008 PAINTING AND COATING
BYU-IDAHO Boiler Stack Extension SECTION 09900 - Page 4
work in each area. Do not use solvent to clean hardware that may remove permanent
lacquer finish.
3.03 PREPARATION
A. Remove mildew, by scrubbing with solution of tri -sodium phosphate and bleach. Rinse with
clean water and allow surface to dry completely.
B. Galvanized surfaces: Remove surface contamination and oils and wash with solvent. Apply
coat of etching type primer.
C. Zinc coated surfaces: Remove surface contamination and oils and prepare for priming in
accordance with metal manufacturer's recommendations.
D. Concrete and concrete masonry:
1. Remove dirt, loose mortar, scale, powder, and other foreign matter. Remove oil and
grease with solution of trisodium phosphate, rinse well and allow to thoroughly dry.
2. Remove stains caused by weathering of corroding metals with solution of sodium
metasilicate after being thoroughly wetted with water. Allow to thoroughly dry.
E. Iron and steel surfaces:
1. Cleaning methods: Conform to applicable requirements of SSPC and NACE:
a. Solvent cleaning: SSPC-SP1.
b. Power tool cleaning: SSPC-SP3.
c. Commercial blast cleaning: SSPC-SP6 or NACE 3.
d. Power tool cleaning to bare metal: SSPC-SP11.
2. Blast cleaning requirements: Nonsubmerged shall be SSPC-SP6 or SSPC-11 for areas
where abrasive blast is prohibited.
3. Cleaning for other field painting: SSPC-SP3.
4. Removal of materials such as grease and oil: SSPC-SP1. Apply treatment of
phosphoric acid solution, ensuring weld joints, bolts and nuts are similarly cleaned.
Prime surfaces to indicate defects, if any. Paint after defects have been remedied.
5. Surface irregularities from blasting shall be approximately 25% of total paint system dry
mil thickness.
6. Sand and scrape shop primed steel surfaces to remove loose primer and rust. Feather
out edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime
bare steel surfaces. *Prime steel including shop primed steels.*
F. Prepare surfaces to be finished in conformance to recommendations of finish manufacturer.
3.04 APPLICATION
A. Apply each coat at proper consistency. Materials shall be evenly spread and applied
smoothly without runs or sags, by skilled workers. Do painting under conditions suitable to
production of high quality work. Follow manufacturer's directions on container label.
B. Each coat of paint shall be slightly darker than preceding coat unless otherwise approved by
Engineer.
C. Sand lightly between coats to achieve smooth finish on wood or metal surfaces.
D. Do not apply finishes on surfaces that are not sufficiently dry.
Job No. 18008 PAINTING AND COATING
BYU-IDAHO Boiler Stack Extension SECTION 09900 - Page 5
E. Allow each coat of finish to dry before following coat is applied, unless directed otherwise by
manufacturer.
F. Where clear finishes are specified, ensure tint fillers match wood. Work fillers well into grain
before set. Wipe excess from surface.
G. Prime top and bottom edges of wood and metal doors when they are to be painted.
H. Prime top and bottom edges of wood doors with gloss varnish when they are to receive stain
or clear finish.
I. Previously finished existing surfaces: Where scheduled to be finished, finish same as
designated for new surfaces, except initial (prime) coat may be deleted. Spot -prime
damaged or defective existing finish as required to provide uniform finished surface.
J. Where interior or exterior wood or metal are primed in mill or shop, material shall be that
specified for such surfaces and shall be used in accordance with manufacturer's directions
for first or prime coat. In such case, no prime coat will be required on job, except for touch-
up.
3.05 MECHANICAL AND ELECTRICAL EQUIPMENT
A. Remove covers and access panels for mechanical and electrical systems from location and
paint separately.
B. Finish paint primed equipment to color selected.
C. In finished areas of building, prime and paint insulated and bare pipes, conduits, boxes,
insulated and bare ducts, hangers, brackets, collars and supports, except where items are
plated or covered with prefinished coating. Color and texture to match adjacent surfaces
unless otherwise directed.
D. Replace identification markings on mechanical or electrical equipment when painted over or
spattered.
E. Color code equipment, piping, conduit and exposed ductwork in accordance with
requirements indicated. Color banding and identification (flow arrows, naming, numbering,
etc.)
3.06 CLEANING
A. As work proceeds and upon completion, promptly remove paint where spilled, splashed, or
spattered.
B. During progress of work, keep premises free from any unnecessary accumulation of tools,
equipment, surplus materials and debris.
C. Upon completion of work, leave premises neat and clean.
3.07 SURFACES EXCLUDED FROM PAINTING
Job No. 18008 PAINTING AND COATING
BYU-IDAHO Boiler Stack Extension SECTION 09900 - Page 6
A. Surfaces not requiring painting:
1. Surfaces above suspended ceilings.
2. Surfaces concealed,inside mechanical and electrical chases.
B. Surfaces on which painting is prohibited:
1. Sprinkler heads.
2. Fire detection elements.
3. Anodized aluminum surfaces.
4. Glass and mirror surfaces.
5. Chrome and stainless steel hardware items.
6. Suspended ceiling panels or suspension grid.
7. Plumbing fixtures.
8. Electrical fixtures or wiring devices.
9. Floor finishes, unless specified otherwise.
10. Wall base materials.
11. Fire extinguisher cabinets.
12. Exterior brick.
13. Door and window hardware items.
14. Factory finished items, unless specified otherwise.
3.08 PAINT SYSTEMS SCHEDULE
A. System A: Metals, high temperature (interior & exterior)
1. Finish: 1 coat "Kem Hi -Temp" Coating No. 850 Series
2. Do not use over galvanized metal or zinc rich coatings.
B. System A: Metals, exterior.
1. Primer on ferrous metals: "Kern Bond" HS B50Z series.
2. Primer, on galvanized metal and aluminum: 'Pro -Cry]' universal primer 666_310.
C. System C: Metals, interior.
1. Primer: 1 coat "Kern Bond HS" primer (low VOC) B50Z series.
2. Primer shop -primed surfaces: Compatible zinc -rich primer as furnished for materials
requiring touch-up.
3. Finish coat: 1 coat "Tile -Clad" high -solids epoxy B62Z100 series.
D. System E: Concrete masonry, interior.
1. Filler, CMU only: 'Prep Rite Block Filler' B25W25.
2. Finish coats: 2 coats "Pro -Mar 200" latex "Eg-Shel" enamel B20W200.
3. Finish coats: 2 coats "Metalatex" semi -gloss coating B42 series.
4. Color to match existing.
END OF SECTION
1) CH Kim
2) NE Casalino
Job No. 18008 HIGH PERFORMANCE COATINGS
BYU-IDAHO Boiler Stack Extension SECTION 09960 - Page 1
PART1 GENERAL
1.01 SECTION INCLUDES
A. Coating systems for concrete floors.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data for each coating, including generic
description, complete technical data, surface preparation, and application instructions.
B. Samples: Submit manufacturer's color samples showing full range of standard colors.
C. Quality assurance:
1. Submit manufacturer's certification that coatings comply with specified requirements and
are suitable for intended application.
D. Warranty: Submit manufacturer's standard warranty
1.03 QUALITY ASSURANCE
A. Manufacturer's qualifications:
1. Specialize in manufacture of coatings with a minimum of 10 years successful experience.
2. Able to demonstrate successful performance on comparable projects.
3. Single -source responsibility: Coatings and coating application accessories shall be
products of a single manufacturer.
B. Applicator's qualifications:
1. Experienced in application of specified coatings for a minimum of 5 years on projects of
similar size and complexity to this Work.
2. Applicator's personnel: Employ persons trained for application of specified coatings.
C. Mock -Ups: Prepare 10'x 10' mock-up for each coating system specified using same
materials, tools, equipment, and procedures intended for actual surface preparation and
application. Obtain Engineer's approval of mock-ups. Retain mock-ups to establish
intended standards by which coating systems will be judged.
D. Preapplication meeting: Convene preapplication meeting 2 weeks before start of application
of coating systems. Require attendance of parties directly affecting work of this section,
including Contractor, Engineer, applicator, and manufacturer's representative. Review the
following:
1. Environmental requirements.
2. Protection of surfaces not scheduled to be coated.
3. Surface preparation.
4. Application.
5. Disinfection.
6. Repair.
7. Field quality control.
8. Cleaning.
9. Protection of coating systems.
10. One-year inspection.
BYU-IDAHO Boiler Stack Extension SECTION 09960 - Page 2
11. Coordination with other work.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Delivery: Deliver materials to site in manufacturer's original, unopened containers and
packaging, with labels clearly identifying:
1. Coating or material name.
2. Manufacturer.
3. Color name and number.
4. Batch or lot number.
5. Date of manufacture.
6. Mixing and thinning instructions.
B. Storage:
1. Store materials in a clean dry area and within temperature range in accordance with
manufacturer's instructions.
2. Keep containers sealed until ready for use.
3. Do not use materials beyond manufacturer's shelf life limits.
C. Handling: Protect materials during handling and application to prevent damage or
contamination.
1.05 ENVIRONMENTAL REQUIREMENTS
A. Weather:
1. Air and surface temperatures: Prepare surfaces and apply and cure coatings within air
and surface temperature range in accordance with manufacturer's instructions.
2. Surface temperature: Minimum of 5°F (3°C) above dew point.
3. Relative humidity: Prepare surfaces and apply and cure coatings within relative humidity
range in accordance with manufacturer's instructions.
4. Precipitation: Do not prepare surfaces or apply coatings in rain, snow, fog, or mist.
5. Wind: Do not spray coatings if wind velocity is above manufacturer's limit.
B. Ventilation: Provide ventilation during coating evaporation stage in confined or enclosed
areas in accordance with AWWA D102.
C. Dust and contaminants:
1. Schedule coating work to avoid excessive dust and airborne contaminants.
2. Protect work areas from excessive dust and airborne contaminants during coating
application and curing.
PART PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Carbonline.
B. DuPont.
C. Rust-Oleum.
D. Sherwin Williams Company.
Job No. 18008 HIGH PERFORMANCE COATINGS
BYU-IDAHO Boiler Stack Extension SECTION 09960 - Page 3
E. Tnemec Company, Incorporated.
2.02 COATING SYSTEMS FOR CONCRETE FLOORS
A. System 24 — Moderate Chemical Exposure: Model No. based on Rust-Oleum
1. Type: Aggregate -filled epoxy.
2. Surface preparation: SSPC-SP 13/NACE 6. Shot blast or mechanically abrade,
diamond blade grind perimeter edges.
3. Primer: Penetrating Prime & Seal. 250 sf per gallon.
4. Finish coat: Overkote Plus E-100 DFT 16 mils with anti-skid textured finish.
5. Finish color: As selected by OWNER from manufacturer's standard colors.
2.03 ACCESSORIES
A. Coating application accessories:
1. Accessories required for application of specified coatings in accordance with
manufacturer's instructions, including thinners.
2. Products of coating manufacturer.
PART 3 EXECUTION
3.01 EXAMINATION
A. Examine areas and conditions under which coating systems are to be applied. Notify
Engineer of areas or conditions not acceptable. Do not begin surface preparation or
application until unacceptable areas or conditions have been corrected.
3.02 PROTECTION OF SURFACES NOT SCHEDULED TO BE COATED
A. Protect surrounding areas and surfaces not scheduled to be coated from damage during
surface preparation and application of coatings.
B. Immediately remove coatings that fall on surrounding areas and surfaces not scheduled to
be coated.
3.03 PREPARATION
A. Concrete floors:
1. Remove dirt, loose mortar, scale, powder, and other foreign matter. Remove oil and
grease with solution of trisodium phosphate, rinse well and allow to thoroughly dry.
2. Remove stains caused by weathering of corroding metals with solution of sodium
metasilicate after being thoroughly wetted with water. Allow to thoroughly dry.
3.04 APPLICATION
A. Apply coatings in accordance with manufacturer's instructions.
B. Mix and thin coatings, including multi-component materials, in accordance with
manufacturer's instructions.
C. Keep containers closed when not in use to avoid contamination.
D. Do not use mixed coatings beyond pot life limits.
Job No. 18008 HIGH PERFORMANCE COATINGS
BYU-IDAHO Boiler Stack Extension SECTION 09960 - Page 4
E. Use application equipment, tools, pressure settings, and techniques in accordance with
manufacturer's instructions.
F. Uniformly apply coatings at spreading rate required to achieve specified DFT
G. Apply coatings to be free of film characteristics or defects that would adversely affect
performance or appearance of coating systems.
f
H. Stripe paint with brush critical locations on steel such as welds, corners, and edges using
specified primer.
3.05 REPAIR
A. Materials and surfaces not scheduled to be coated: Repair or replace damaged materials
and surfaces not scheduled to be coated.
B. Damaged Coatings: Touch-up or repair damaged coatings. Touch-up of minor damage
shall be acceptable where result is not visibly different from adjacent surfaces. Recoat entire
surface where touch-up result is visibly different, either in sheen, texture, or color.
C. Coating Defects: Repair in accordance with manufacturer's instructions coatings that exhibit
film characteristics or defects that would adversely affect performance or appearance of
coating systems.
3.06 FIELD QUALITY CONTROL
A. Inspector's services:
1. Verify coatings and other materials are as specified.
2. Verify surface preparation and application are as specified.
3. Verify DFT of each coat and total DFT of each coating system are as specified using wet
film and dry film gages.
4. Coating defects:
a. Check coatings for film characteristics or defects that would adversely affect
performance or appearance of coating systems.
b. Check for holidays on interior steel immersion surfaces using holiday detector.
5. Report:
a. Submit written reports describing inspections made and actions taken to correct
nonconforming work.
b. Report nonconforming work not corrected.
c. Submit copies of report to Engineer and Contractor.
B. Manufacturer's field services: Manufacturer's representative shall provide technical
assistance and guidance for surface preparation and application of coating systems.
3.07 CLEANING
A. Remove temporary coverings and protection of surrounding areas and surfaces.
3.08 PROTECTION OF COATING SYSTEMS
A. Protect surfaces of coating systems from damage during construction.
Job No. 18008 HIGH PERFORMANCE COATINGS
BYU-IDAHO Boiler Stack Extension SECTION 09960 - Page 5
3.09 ONE-YEAR INSPECTION
A. Owner will set date for one-year inspection of coating systems.
B. Inspection shall be attended by Owner, Contractor, Engineer, and manufacturer's
representative.
C. Repair deficiencies in coating systems as determined by Engineer in accordance with
manufacturer's instructions.
END OF SECTION
1) CH Kim
2) NE Casalino
Job No. 18008 VIBRATION ISOLATION
BYU-IDAHO Boiler Stack Extension SECTION 15070 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. Inertia bases.
B. Vibration isolators.
1.02 RELATED SECTIONS
A. Section 01330 -Submittals Procedures
B. Section 15551 — Draft Equipment
1.03 QUALITY ASSURANCE
A. ASHRAE 1980 Systems Handbook, Chapter 35, Table 27.
1.04 SUBMITTALS
A. Schedule of isolator materials.
B. Isolator heights, both free and operating.
C. Dimensions.
D. Deflections.
E. Isolation efficiency at lowest operating speed.
1.05 PERFORMANCE REQUIREMENTS
A. Select isolation devices for minimum 95% isolation efficiency or based on minimum static
deflection criteria.
B. Centrifugal blowers:
1. Floor -mounted: Use Type 3-D mount with deflection from blower minimum deflection
guide.
2. Floor -mounted: Use Type 2 for 0.35" deflection, Type 3 for 0.75", and Type 3-B for over
0.75' with deflection from blower minimum deflection guide. Use Type 3-B-7 for
deflection over 4".
BLOWER MINIMUM DEFLECTION GUIDE
Fan Speed
(rpm)
On
Grade
20 Foot Floor
San
30 Foot Floor
San
40 Foot Floor
S an
175-224
0.35
3.5
4.5
4.5
225-299
0.35
3.5
3.5
3.5
300-374
0.35
2.5
2.5
3.5
375-499
0.35
1.5
2.5
3.5
500 and over
0.35
0.75
1.5
2.5
Job No. 18008 VIBRATION ISOLATION
BYU-IDAHO Boiler Stack Extension SECTION 15070 - Page 2
PART PRODUCTS
2.01 BASE TYPE A
A. No base.
B. Isolators attached directly to equipment.
2.02 BASE TYPE B
A. Base: Structural steel rail.
B. Brackets: Height saving type; 2" clearance.
C. Minimum depth: 1/10 longest dimension, not to exceed 14".
D. Manufacturer: Mason Industries, Inc. Type ICS, or equal.
2.03 BASE TYPE C
A. Base: Rectangular, structural steel.
B. Brackets: Height saving type; 2" clearance.
C. Minimum depth: 1/10 longest dimension, not to exceed 14".
D. Manufacturer: Mason Industries, Inc. Type WF, or equal.
2.04 BASE TYPE D
A. Base: Concrete inertia type.
B. Brackets: Height saving type; 2" clearance.
C. Minimum depth: 1/12 longest dimension, not to exceed 12", not less than 6".
D. Reinforcing: 1/2" diameter bars on 8" centers each way.
E. Furnish with drilled steel members with sleeves welded below holes to receive anchor bolts
where bolts fall in concrete locations.
F. Manufacturer: Mason Industries, Inc. Type K, or equal.
2.05 BASE TYPE E
A. Base: Curb -mounted, extruded aluminum channel.
B. Isolators: 1" deflection spring isolators.
C. Seal: Neoprene.
D. Manufacturer: Mason Industries, Inc. Type CMAB, or equal.
2.06 TYPE 1 ISOLATOR MOUNTS
Job No. 18008 VIBRATION ISOLATION
BYU-IDAHO Boiler Stack Extension SECTION 15070 - Page 3
A. Type: Pad.
B. Base: Steel.
C. Pad: Molded neoprene.
D. Manufacturer: Mason Industries, Inc. Type WM, or equal.
2.07 TYPE 2 ISOLATOR MOUNTS
A. Type: Double deflection neoprene.
B. Attachments: Cast in metal inserts.
C. Minimum static deflection: 0.35".
D. Pad: Rib -molded neoprene.
E. Manufacturer: Mason Industries, Inc. Type ND, or equal.
2.08 TYPE 3 MOUNTS
A. Type: Spring -mounted.
B. Attachments: Leveling bolt; free-standing, laterally stable.
C. Housing: None.
D. Pad: 1/2" rib -molded neoprene.
E. Manufacturer: Mason Industries, Inc. Type SLF, or equal.
2.09 TYPE 4 MOUNTS
A. Type: Spring -mounted, restrained.
B. Attachments: Leveling bolt; free-standing laterally stable.
C. Housing: Vertical limit stop.
D. Pad: 1/2" rib -molded neoprene.
E. Manufacturer: Mason Industries, Inc. Type SLR, or equal.
2.10 TYPE 7 THRUST RESTRAINTS
A. Type: Neoprene and spring in series.
B. Deflection: Precompressed to 0.30", field-adjustable, '2" rated`.
C. Thrust restraint: 900 Ib per pair.
D. Attachments: Furnish with rods and angle brackets.
Job No. 18008 VIBRATION ISOLATION
BYU-IDAHO Boiler Stack Extension SECTION 15070 - Page 4
E. Manufacturer: Mason Industries, Inc. Type WBI, or equal.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install vibration isolators for motor driven equipment 1 horsepower or larger.
B. Coordinate selection of isolation device with equipment and isolator manufacturer.
END OF SECTION
1) CH Kim
2) NE Casalino
Job No. 18008 MECHANICAL INSULATION
BYU-IDAHO Boiler Stack Extension SECTION 15080 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. Perform insulating and jacketing, including, but not limited to:
1. Boiler breeching.
2. Equipment insulation not otherwise insulated by equipment manufacturer.
1.02 RELATED SECTIONS
A. Section 15552 — Ductwork and Breeching.
1.03 SUBMITTALS
A. Schedule for insulating materials, including adhesives, fastening methods, and fitting
materials, and intended use. Include catalog sheets indicating density, thermal
characteristics, jacket, installation instructions.
1.04 QUALITY ASSURANCE
A. Products shall conform to NFPA 90A and 90B with special regard to fire hazard classification
requirements of NFPA 255, including vapor barriers and adhesives.
B. Products shall possess a flame spread rating of not over 25 without evidence of continued
progressive combustion and a smoke developed rating no higher than 50.
C. Materials shall be asbestos -free.
1.05 JOB CONDITIONS
A. Perform Work at ambient and equipment temperatures as recommended by adhesive
manufacturer.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver material to job site in original nonbroken factory packaging, labeled with
manufacturer's density and thickness.
PART PRODUCTS
2.01 ADHESIVES AND COATINGS
A. Compatible to mechanical surfaces, insulations, and jackets to which they are applied in both
wet and dry state.
B. Fire -retardant, moisture -resistant, mildew -resistant and verminproof.
C. Suitable for temperature of systems to which they are applied.
D. Wire mesh reinforcing: 22 -gage, 1" galvanized.
E. Glass fabric reinforcing: Owens-Corning Cloth No. 10, or equal.
Job No. 18008 MECHANICAL INSULATION
BYU-IDAHO Boiler Stack Extension SECTION 15080 - Page 2
F. Insulation bonding adhesive to metal surfaces: Benjamin Foster No. 85-20, or equal.
G. Coating and vapor barrier treatment: Benjamin Foster No. 30-35, or equal.
H. Lap adhesives: Benjamin Foster No. 85-20, or equal.
Lagging adhesives: Benjamin Foster No. 30-36, or equal.
2.02 JACKETS
A. Puncture resistance rating based on ASTM D781 test method.
B. Permeance ratings based on ASTM E96, Procedure A.
C. Type E-1 jacket:
1. Material: 20 x 20 mesh glass fabric.
2. Embed in coat of lagging adhesive, finish with second coat of lagging adhesive.
3. Manufacturer: Manville Corporation "Duramesh" Type 205, or equal.
D. Banding:
1. Over aluminum jacketing with insulation less than 13" diameter: Stainless steel, 1/2" x
0.020'; A. J. Gerrard & Co., No. 305 -SS with No. 202 -SS seals.
2. Over aluminum jacketing with insulation larger than 13", but less than 6'-0" in diameter:
Stainless steel, 3/4" x 0.020" A. J. Gerrard & Co., No. 311 -SS with No. 204 -SS seals.
3. Over aluminum jacketing with insulation larger than 6'-0" diameter: Stainless steel, 3/4" x
0.022" Expand -R -Strap'; A. J. Gerrard & Co.
4. Maximum spacing 12" oc.
2.03 INSULATION
A. Insulating materials: Fire -retardant, moisture- and mildew -resistant, and verminproof.
Insulation shall be suitable to receive jackets, adhesives, and coatings as indicated.
B. Insulating cement: P. K. "Super Stick" or Ryder "G.P.," dry density 34 Ib/cu ft, thermal
conductivity 0.91 Btu-in/hr-sq ft°F at 400°F.
C. Filling and finishing cement: P. K. "Quick Cote" or Ryder "MW," dry density 40 Ib/cu ft,
thermal conductivity 0.89 Btu-in/hr-sq ft -IF at 400°F.
D. Type BS -3 calcium silicate pipe or block insulation:
1. ASTM C533, Type 1
2. Temperature rating: 1,200°F (650°C).
3. Density: 14.5 Ib/cu ft (232 kg/cu meter).
4. Conductivity: Not more than 0.50 Btu-in/hr-sq ft -IF (0.07 W/m-K) at 400°F (200°C).
5. Manufacturer: Johns -Manville Thermo -12 Gold, or equal.
PART 3 EXECUTION
3.01 PREPARATION
A. Do not install covering before piping and equipment has been tested.
Job No. 18008 MECHANICAL INSULATION
BYU-IDAHO Boiler Stack Extension SECTION 15080 - Page 3
B. Verify surface is clean and dry prior to installation. Verify insulation is dry before and during
application. Finish with systems at operating conditions.
3.02 INSTALLATION - GENERAL
A. Verify insulation is continuous through inside walls. Pack around pipes and fireproof self-
supporting insulation material, fully seal.
B. Insulate breeching and induced draft exhaust fans.
C: Finish insulation neatly at hangers, supports, and other protrusions.
D. Locate insulation or cover seams in least visible locations.
E. Insulating materials shall be installed with necessary joints and terminations, to permit easy
access and removal of equipment sections where inspection or frequent service or repair is
required, and to allow for expansion.
3.03 INSULATION THICKNESS SCHEDULE
A. Furnish and install insulation and jackets on piping, valves, and piping accessories where
required. Thickness shall be in accordance with Mechanical Standard M-1008, or as noted
below.
3.04 DUCT AND EQUIPMENT INSULATION SCHEDULE
Item
Insulation
Type
Jacket
Type
Insulation
Thickness
Breeching
BS -3
E-1
3-1/2"
Induced Draft Fan
BS -3
E-1
3-1/2"
END OF SECTION
1) CH Kim
2) NE Casalino
Job No. 18008 DRAFT EQUIPMENT
BYU-IDAHO Boiler Stack Extension SECTION 15551 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. Fans, blowers, and air moving devices required for steam generating unit operation.
1.02 RELATED SECTIONS
A. Section 01100 -Summary.
B. Section 01330 — Submittal Procedures.
C. Section 01660 - Product Storage and Handling Requirements.
D. Section 01785 - Operating and Maintenance Data.
E. Section 09900 - Paints and Coatings.
F. Section 15552 - Ductwork and Breeching.
G. Section 16220 - Motors.
1.03 DESIGN CRITERIA
A. Basis of ratings: AMCA Bulletin 210, "Standard Test Code for Centrifugal and Axial Fans";
adjust ratings for specified plant elevation.
B. Induced draft fan design:
1. Maximum shaft speed:
a. IDF-1 & IDF-2 = 2000 RPM
b. IDF-3 = 2841 RPM
2. Maximum blade speed:
a. IDF-1 = 1650 RPM
b. IDF-2 = 1475 RPM
c. IDF-3 = 2150 RPM
3. Flue gas temperature: 500± - 6001± F.
4. Volume: See equipment schedule.
5. Static pressure: See equipment schedule.
6. Motor horsepower: See equipment schedule.
1.04 SUBMITTALS
A. Fan sizing calculations.
B. Drawing of suggested foundation arrangement including center of gravity of major
components, static and dynamic loads, anchor bolt locations, baseplate requirements, and
dimensions.
C. Fan and motor outline drawings.
D. Fan performance curves. Provide family of performance curves for variable speed blowers
or inlet throttling fans over full operating range.
Job No. 18008 DRAFT EQUIPMENT
BYU-IDAHO Boiler Stack Extension SECTION 15551 - Page 2
E. Electrical power and control requirements.
F. Submit handling, storage, and erection procedures prior to shipping.
PART PRODUCTS
2.01 INDUCED DRAFT FAN
A. Quantity: See Mechanical Equipment Schedule.
B. Type: Centrifugal.
C. Blade arrangement: Backward inclined blade, single inlet.
D. Wear protection:
1. Scroll and side liners:
a. Removable and replaceable.
b. Designed to permit installation through access opening in housing.
c. Thickness: 3/8" minimum.
d. Fastening: Studs through housing, with nuts outside housing.
2. Blade wearing plates:
a. Fastening: Bolted as described above or welded.
b. Replaceable without removing rotor from housing.
c. Material: Abrasion -resistant; not less than 1/4" thickness.
3. Wheel tab liners: Arrange to protect area of side plates adjacent to blades.
4. Center plate: Scalloped to avoid direct connection between center plate and wearing
surface of blades.
E. Drive: Variable -speed, arrangement 9, belt driven electric motor; refer to Section 16220.
2.02 FAN CONSTRUCTION
A. Housing: Welded steel plate, 1/4" minimum thickness suitably reinforced and braced to
prevent deformation or vibration; flanged connections to ductwork.
B. Design to permit removal of rotating assembly without breaking air duct or breeching
connections.
C. Provide quick opening access door at each inlet box and scroll.
D. Joints, openings, and connections not seal welded shall be gasketed to prevent leakage.
E. Rotor and shaft:
1. Dynamically balanced; operate at expected conditions without objectionable vibration or
noise.
2. Operate not less than 20% below first critical speed.
3. Maximum shaft deflection: 0.005" per foot of length between bearings. Overhung shafts
are not acceptable.
F. Housing support: Heavy angle iron base flange, predrilled for foundation bolts.
G. Casing drain: 2" NPT with plug for each fan located at low point in fan scroll.
Job No. 18008 DRAFT EQUIPMENT
BYU-IDAHO Boiler Stack Extension SECTION 15551 - Page 3
2.03 BLOWER CONSTRUCTION
A. Impellers:
1. Material: Close -grained ductile iron.
2. Dynamically balanced without balance weights.
3. Operate without rubbing or liquid seals, or lubrication.
4. Positively timed by accurately machined, alloy steel, spur tooth, timing gears.
B. Shaft:
1. Material: Ground and polished medium open-hearth forged alloy steel positively locked
to the wheel and bearings.
2. Bearings: Spherical ball bearings or cylindrical roller bearings sized for 200,000 hours C-
10 life, minimum. Bearings shall be supported on structural steel or cast -in-place
concrete bases.
C. Provide positive oil seal at each bearing to prevent lubricating oil from leaking into air stream.
D. Lubrication:
1. Gear end bearings and timing gears: Oil -splash lubricated from an oiltight housing
surrounding timing gears.
2. Drive end bearings: Grease -lubricated through fittings.
E. Accessories:
1. Expansion joint: Flexible connectors at inlet and outlet to prevent transmission of forces
and movements from piping to blower casing; U.S. Rubber Style 4169, rubber -spool type,
or equal.
2. Fabricated steel base shall be of sufficient size and rigidity to support blower, motor and
drive.
3. V -belt drive shall be equipped with suitable OSHA guard.
2.04 BEARINGS AND PEDESTALS
A. Bearings:
1. Type: Sleeve, self -aligning, ring oiled. Forced lubrication for speeds greater than 1,800
rpm.
2. Seals to prevent entrance of dust or moisture.
3. Thrust bearing surface shall be thrust collar machined as an integral part of fan shaft.
4. Each bearing provided with thermocouple; thermocouples shall be iron-constantan,
single -element, ungrounded.
5. Provide connections for oil circulation system and sight glass for each bearing.
6. Locate outside air or gas stream.
7. Cooling: Water-cooled for ring oil bearings; external heat exchanger for forced
lubrication.
B. Pedestals:
1. Construction: Welded of steel plate and reinforced for maximum rigidity; bearing
surfaces machined.
2. Each pedestal factory fitted with steel sole plates.
3. Design to permit pedestal removal at right angles to fan shaft without disturbing sole
plate anchor bolts.
Job No. 18008 DRAFT EQUIPMENT
BYU-IDAHO Boiler Stack Extension SECTION 15551 - Page 4
2.05 COUPLINGS
A. Type: Lubricated gear, limited end float, keyed, designed for across -the -line starting; "Fast"
by Koppers Co.
S. Furnish suitable coupling guards in accordance with Mechanical Standard M-210.
2.06 MANUFACTURERS
A. Subject to compliance with requirements, provide fans of one of the following:
1. Clarage Fan Company.
2. New York Blower.
3. Chicago Blower.
4. Buffalo Forge Company.
PART 3 EXECUTION
3.01 FABRICATION
A. Inspection openings: Of adequate size and arranged to permit replacement of blade wear
plates.
B. Paint: Refer to Section 09900.
3.02 MANUFACTURER'S FIELD SERVICES
A. Installation of the induced draft fan serving Boiler No. 4 and modifications to the two existing
induced draft fans serving Boilers No. 2 & No. 3 shall be inspected by the fan manufacturer.
B. ID Fan supplier shall provide qualified installation inspector necessary to:
1. Ensure that installation is in accordance with manufacturer's instructions.
2. Assure that alignment and clearances of equipment are checked and adjusted to
allowable tolerances.
3. Inspect completed installation to assure that apparatus is in operating condition, making
such detailed checks of equipment installation as are necessary to ascertain that
equipment is assembled, installed, aligned, connected, lubricated, and prepared for
operation in accordance with manufacturer's instructions and recommendations.
4. Lubrication for fans will be provided by Owner. Do not use other lubricants.
5. Provide Engineer with duplicate copies of final alignment and clearance measurements
on all rotating or reciprocating equipment. Measurements shall clearly identify each
piece of equipment.
6. Supervise preliminary operation of equipment and necessary adjustments.
7. Fully instruct Owner's operating personnel in operation and maintenance of equipment.
C. Presence of fan installation inspector will in no way relieve Contractor of any responsibility
assumed under Agreement.
END OF SECTION
1) CH Kim
2) NE Casalino
Job No. 18008 DUCTWORK AND BREECHING
BYU-IDAHO Boiler Stack Extension SECTION 15552 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. Ductwork and supports for transporting air, flue gas, and solids as follows:
1. Provide breeching from multiclone to ID Fan and from fan to stack. See drawing for
more detail.
2. Provide transition and means of connecting to ID fans and to stacks including flexible
connectors.
3. Other ductwork required for equipment proposed.
1.02 RELATED SECTIONS
A. Section 01330 -Submittal Procedures.
B. Section 01460 - Welding Qualifications.
C. Section 09900 - Paints and Coatings.
1.03 DESIGN CRITERIA
A. Size: Such that velocity of flue gas or air will not exceed 4,200 fpm at predicted maximum
temperature of flue gas or air in breeching or duct section at fan rating.
B. Design pressures:
1. Flue gas ductwork:
a. ID fan inlet: -10" wg.
b. ID fan outlet: +15" wg.
c. Design temperature 800 degree F.
2. Gas ducts: Not lighter than 3/16" thick steel plate. Ductwork between economizer and
boiler shall be not less than 1/4" steel plate.
3. Air ducts: Not lighter than 3/16" thick steel plate.
C. Live loads:
1. For rectangular gas ducts: Dust loading of 80 Ib/cu It for 12" depth on bottom surface of
duct.
D. Ducts shall have structural reinforcements as required to prevent distortion or vibration.
Maximum plate deflection between stiffeners under most stringent combination of loadings:
U240 where L is center -to -center spacing in inches of plate supports.
PART PRODUCTS
2.01 STEEL SHEET AND PLATE WORK
A. Welded construction with flanged joints for field assembly.
B. Material: Carbon steel plate, ASTM A283, Grade B, C, or D or ASTM A36.
C. Surface preparation and painting as specified in Section 09900.
Job No. 18008 DUCTWORK AND BREECHING
BYU-IDAHO Boiler Stack Extension SECTION 15552 - Page 2
D. Provide 3/4" heavy -mesh Type 304 stainless steel screen on extended fan inlet ducts to
prevent entry of paper, trash, and foreign objects.
2.02 STIFFENERS AND FLANGES
A. Structural shapes: ASTM A36.
B. Painting: As specified in Section 09900.
2.03 APPURTENANCES
A. Access doors:
1. Provide hinged, bolted, and gasketed access doors in each duct and breeching section.
See drawings for access door locations.
2. Size: See Mechanical Drawings.
3. Accessible from floor or platform without using ladders.
4. Provide ladder inside duct, from access door to bottom of duct, if vertical distance is
greater than 4'.
5. Provide framed opening at access door for support and to permit removal of insulation
and lagging.
B. Flex Connectors
1. Material: Fire -retardant, waterproof, airtight, and comply with UL 214 and NFPA 90A; 30
ozlsq yd, closely woven glass fabric, double coated with neoprene. Good for 800 degree
2. Flexible connection fabric shall be approximately 2" wide tightly crimped into metal
edging strip and attach to ducting and equipment by screws or bolts at 6" intervals.
3. Manufacturer: Ventfabrics, Inc. "Metaledge Ventglas," or equal.
4. Installation:
a) Install for connections of ductwork to equipment casing, including air handling
units, fans and fan coils, where fan is not isolated from equipment casing.
b) Installed width shall be not less than 4".
C. Guide vanes: Install in any turn of breeching or air duct of 450 or more. Arrange to minimize
draft losses. Use 3/16" minimum steel plate; reinforce as necessary.
D. Air flow metering sections: Venturi or air foil sections. If multiple air ducts are used, install
metering section in each duct to permit metering total air flow. Design subject to review by
Engineer. Design to achieve approximately 5" wg pressure differential at rated capacity and
to achieve maximum head recovery.
Test ports:
1. Type 304 stainless steel 6" pipe extending from inside face of ductwork through outside
face of lagging with screwed cap attached by chain.
2. Test port locations: See drawings.
3. Test ports shall be located in accordance with EPA Method 1, Title 40, Code of Federal
Regulations, Part 60 (40 CFR 60, Appendix A).
PART 3 EXECUTION
3.01 FABRICATION AND ERECTION
A. Bends in duct runs shall be rounded on internal corners.
Job No. 18008 DUCTWORK AND BREECHING
BYU-IDAHO Boiler Stack Extension SECTION 15552 - Page 3
B. After erection, perform continuous seal weld at each flanged joint except at expansion joints,
fans, and dampers.
C. Expansion joints: Install where necessary to permit unrestricted thermal movement of
ductwork and breeching, avoiding transmission of forces to equipment, including fans,
baghouse module inlet and outlet, air heaters, structural supports, etc.
D. Provide flashings at wall or roof penetrations in accordance with Mechanical Details on
drawings. Make appropriate modifications to accommodate uninsulated duct by attaching to
stiffeners instead of lagging. Make appropriate modifications for other types of floor or wall
construction.
E. Inspect ducts to ensure construction debris is removed.
END OF SECTION
1) CH Kim
2) NE Casalino
Job No. 18008 LINED PREFABRICATED STACK
BYU-IDAHO Boiler Stack Extension SECTION 15556 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. Lined prefabricated stack incorporating following accessories:
1. Opening, reinforcement, and connection to ID fan discharge breeching.
2. Stainless steel top cap.
3. Bottom access door.
4. Test ports: See mechanical drawings for locations.
5. Temporary plywood cover for breeching opening and top of stack closure.
6. Heat -resistant and acid -resistant protection for concrete.
7. Corrosion -resistant interior liner or coating.
B. Prefabricated stack shall be dual -wall insulated 316 stainless steel product of established
company with experience in design, fabrication, and erection of stacks which can
demonstrate evidence of satisfactory installations.
1.02 DESIGN REQUIREMENTS
A. Stack Diameter
1. Boiler No. 2 = 30" I.D.
2. Boiler No. 3 = 38" I.D.
3. Boiler No. 4 = 38" I.D.
B. Stack shall be properly designed for conditions and loads and effects to which it may be
subjected, from flue gases, temperature variations, wind, earthquake, and dead loadings;
reaction forces and vibration effects.
C. Design as braced vertical structure braced at 20' above roof and at support inside building at
stack support level. Provide four (4) 8" wide X 24" tall X''/4" thick min. long wearing plates
located on the north, south, east & west sides of stacks for structural bracing. Locate the
center of the wearing plates (off the 24" dimension) at 20' above roof. See structural
drawings for more information.
D. Minimum stack inner shell plate thickness: 1/4".
E. Minimum outer shell plate thickness: 11 gage.
F. Stack inner and outer walls shall be independent free-standing shells.
G. Design inner shell diameter for 4,000 ft/min/maximum flue gas velocity with steam generating
unit at full capacity.
H. Joint design:
1. Welded construction with girth and vertical seams of complete penetration butt welds to
develop strength of plate; partial penetration welds are not acceptable.
2. No flanges or flange type joint of any kind is acceptable, except those required for
breeching connection may be flanged.
I. Detail computations covering stack shall include:
1. Analysis of wind loadings.
2. Dynamic analysis: Vortex shedding, critical wind velocity(ies), and seismic environments.
Job No. 18008 LINED PREFABRICATED STACK
BYU-IDAHO Boiler Stack Extension SECTION 15556 - Page 2
3. Stress distribution.
4. Reinforcement requirements at openings, platform, and base.
5. Heat transfer calculations for stack metal temperature and flue gas temperature drop
distribution.
J. Wind loading: 2003 IBC, 3 sec. gust speed of 100 mph.
K. Earthquake: 2003 IBC, Ss = 0.51, S, = 0.167, 1 = 1.5, Soil Type C.
L. Maximum allowable stress in shell plates shall not exceed smallest of following: design
temperature or permissible stress with appropriate safety factor based on shell buckling
criteria.
M. Size anchor bolts for allowable stress of 15,000 psi based on gross area for ASTM A36.
Size shall consider combination of stress from tension and shear assuming bolts or shear
lugs only take the horizontal shear forces at the base. Anchor bolts shall be furnished and
installed by this contract.
N. Allowable stresses shall not be increased due to wind or earthquake forces. Wind and
earthquake forces shall not be assumed to act together.
O. Stack deflection, not considering base rotation, due to static wind load, shall not exceed 1/2"
P. Dynamic load design:
1. Stack shall have critical wind velocities calculated.
2. Consideration shall be given to dynamic cantilever bending modes and shell
circumferential bending modes.
3. Critical wind velocities shall be less than 1 mph or greater than 50 mph unless provisions
are made to dampen vibration, or otherwise control vibrations. Deflection of roof steel of
greater than L' 500 for wind or earthquake loads will not be permitted to reduce critical
wind velocity or earthquake natural frequency.
Q. Upon receipt of initial design forces and criteria, Engineer will complete building design.
Contractor shall evaluate building effect upon stack design, make modification deemed
necessary and submit final information along with achievable recommendations for
Engineer's use and consideration in building design.
1.03 SUBMITTALS
A. Shop Drawings for structural steel and miscellaneous metal items with details of breeching
connection.
B. Erection plan and details.
C. Certified copies of mill tests, ASTM A36.
D. Welder's qualifications.
E. List of manufactured materials proposed, identifying manufacturer and type.
F. Structural design criteria.
G. Following loading information for support design in preliminary and final form:
Job No. 18008 LINED PREFABRICATED STACK
BYU-IDAHO Boiler Stack Extension SECTION 15556 - Page 3
1. Design wind shear and moment at base.
2. Design earthquake shear and moment at base.
3. Requirements for support steel framing deflection.
4. Number, type, size, and location of anchor bolts, and connection detail at base.
1.04 DIMENSIONS
A. Overall height above steel roof framing shall be 41'-0". Base of stack shall be determined
from building height set by Contractor assuming minimum of 32" deep roof girders
supporting stack.
B. Test ports:
1. Two 6" diameter pipe sleeves located approximately 5'-6" above roof. See drawings for
more information. Design for minimum of 600 Ib horizontal load, 600 Ib vertical load, and
1,200 ft -Ib moment, all applied at outer end of pipe sleeve.
PART PRODUCT
2.01 ACCEPTABLE MANUFACTURERS
A. Van Packer.
B. Selkirk Metalbestos.
C. Ampco
2.02 MATERIALS
A. Structural steel: ASTM A36, or A283, Grade C or D.
B. Stainless steel: AISI Type 316.
C. Welding materials: AWS D1.1.
D. Pipe: ASTM A53, Grade B, or ASTM A501.
E. Insulation between shells shall be minimum of 1" air gap.
F. Access doors: See drawings for dimensions and location:
PART 3 EXECUTION
3.01 CONSTRUCTION
A. Reinforce openings with beam -type construction.
B. Stack shell plates shall be correctly formed of sheared plates to specified diameters; when
stack diameters exceed available mill plate lengths, or site access conditions, then 2 or more
plates may be used to form required shell plates.
C. Stack shell construction:
1. Maximum deviation of base or support ring from centerline of stack: ±3/16".
2. Plumb to within a maximum deviation of 1" per 50' of height.
Job No. 18008 LINED PREFABRICATED STACK
BYU-IDAHO Boiler Stack Extension SECTION 15556 - Page 4
3. Maximum out -of -roundness of any section (difference between minimum and maximum
diameter): Less than 2% of normal diameter.
4. Maximum misalignment of plates at any joint: 25% of nominal thickness of 1/8"
whichever is less.
5. Pair adjoining plate sections for full 100% development.
D. Insulation block or batts shall be impaled over 3/16" Nelson studs on 12" to 18" centers and
fastened with speed clips.
E. Exercise care in handling of materials to avoid bending, twisting, or distorting shell column
and damaging coatings.
F. Field erection shall be performed under supervision of erection superintendent employed by
stack manufacturer and experienced in stack installation.
G. Provide temporary restraints until installation has proceeded sufficiently for stack to
withstand forces to be imposed.
H. Execute erection in a manner that neat appearance of stack as whole will not be impaired.
I. Stack shall be secured to building roof framing complete and ready for use.
J. Protect support framing from heat of inner shell.
3.02 TEST PORTS
A. Provide pipe section welded to inner shell and protruding outside outer shell for attachment
to monitoring equipment. Terminate with standard 150 Ib raised face flange with face 6"
outside of outer shell. Construct all components of 316 stainless steel.
B. Make provisions for movement between inner and outer shells.
C. Provide flexible weather seal between outer shell and pipe sleeves.
3.03 GROUNDING
A. Provide suitable surface approximately 15" above foundation for exothermic connection to 6
ground leads provided under separate contract.
B. Bond metal appurtenances such as ladders to stack shell.
3.04 WELD INSPECTION
A. Check quality of completed shop and field welds by spot radiographic (X-ray) and ultrasonic
testing.
B. Contractor shall provide equipment and personnel and perform testing. Testing shall be
performed not earlier than 5 days after giving notice to Engineer of date for testing.
C. Minimum testing: One radiographic test for each 150 lin ft of weld and 1 ultrasonic test for
each 20 lin ft of weld. Perform ultrasonic tests first. Location of tests shall be subject to
review by Engineer.
Job No. 18008 LINED PREFABRICATED STACK
BYU-IDAHO Boiler Stack Extension SECTION 15556 - Page 5
D. Welds determined to be inadequate shall be removed and rewelded at Contractor's
expense. Perform 2 additional tests for each test indicating inadequate weld. Costs of
additional tests shall be at Contractor's expense.
3.05 FINISHES
A. The stacks shall be sand blasted finish.
END OF SECTION
1) CH Kim
2) NE Casalino
Job No. 18008 INSTRUMENTATION AND CONTROLS
BYU-IDAHO Boiler Stack Extension SECTION 15900 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. Partially pneumatic and digital system of automatic controls.
B. The existing controls system used at the BYU-1 Central Heating Plant was manufactured by
Johnson Yokagawa.
C. Modify the existing ID fan set points on boiler 2 and 3 to properly run the VFDs to avoid
nuisance tripping of breakers.
D. Provide and install necessary controls and software to operate boiler ID fan number 4.
E. The existing boiler 4 system contains, among other components, an induced draft fan
operated by two motors (at 1200 and at 1800 RPM respectively) and a pneumatic damper.
F. The new system will replace the motors and the modulating damper on boiler 4 with a
variable frequency drive. This new system will operate very similarly to the ID fans on boilers
2 and 3.
1.02 RELATED SECTIONS
A. Section 15551 — Draft Equipment.
B. Section 16265 - Low Voltage Variable Frequency Drives
1.03 SUBMITTALS
A. Specification Data Sheets for control components.
B. Complete instruction manual covering function and operation of control components.
C. Written sequences of control.
1.04 QUALITY ASSURANCE
A. Manufacturer shall guarantee control system installed under this Specification to be free from
defects in workmanship and material under normal use for a period of one year from date of
acceptance of building by Owner.
B. Replace defective material or workmanship within guarantee period, immediately, without
cost to Owner.
PART PRODUCTS
2.01 HARDWARE
A. Johnson Yokagawa shall provide at needed hardware and software for the complete and
functional operation of boiler number 2, 3 and 4. Most of the needed hardware and software
for boiler 2 and 3 are already part of the existing system.
Job No. 18008 INSTRUMENTATION AND CONTROLS
BYU-IDAHO Boiler Stack Extension SECTION 15900 - Page 2
2.02 SEQUENCE OF OPERATIONS
A. Induced Draft Fans For Boilers #2, #3, & #4.
1. VFD shall be programmed for 180 sec (adjustable) acceleration & deceleration.
2. Static pressure inside boilers shall be maintained at -0.1" w.g. (adjustable).
B. For boiler 2 and 3 sequence of operations, see new sequence of operations under Induce
Draft Fan for Boiler 4
C. Induced Draft Fan for Boiler #4
1. The existing sequence of operation is as follows:
a. The existing boiler 4 system contains, among other components, an induced draft fan
operated by two motors (at 1200 and at 1800 RPM respectively) and a pneumatic
damper. Based on firing demand, the motors are selected by the software and when
wanted operated automatically. The damper modulates the air entering the fan
restricting the amount of air needed to maintain a boiler static pressure of negative
0.1 inches of water column.
2. The new sequence of operation is as follows:
a. The ID Fan operation shall be the primary control hub for the whole boiler. Nothing
will start unless the ID Fan is maintaining a negative 0.1 (adjustable) inches of water
of static pressure inside the boiler. If there is water in the boiler to float the low water
cutoffs, the ID Fan will start and then the other fans (forced draft and over fire) are
able to follow.
b. Normal startup: Cold fill the boiler with water to float the low water cutoffs and using
the manual or hand functions on the computer, the operator will start the fan and set
it at a minimal setting and start the Forced Draft Fan also manually to get
combustion air through the coal. The operator will start and stop the boiler this way
until the usual 24 hour warm up is completed and then the boiler will be put on line.
c. Normal Auto start: On a hot boiler sequence of operation, the operator will start the
boiler using the auto function or start button on the screen. The ID Fan will start first
if there is water and then 40 seconds (adjustable) later the Forced Draft Fan will start
and then 20 seconds later the Over Fire Air Fan will start. The operator will then
push the Normal Key on the screen and the boiler will all go into the normal
Automatic Modes for each motor, damper and water control modes.
3. VFD shall be programmed for 180 sec (adjustable) acceleration & deceleration.
PART 3 EXECUTION
3.01 GENERAL REQUIREMENTS
A. Size control apparatus to supply and/or operate and control devices served.
B. Furnish motor operators and duct velocity sensor controller, to high velocity terminal device
manufacturer for factory mounting.
C. Provide numbered terminal strips in control panels for interfacing with others. Furnish others
with control drawings indicating points of electrical interface.
Job No. 18008 INSTRUMENTATION AND CONTROLS
BYU-IDAHO Boiler Stack Extension SECTION 15900 - Page 3
3.02 INSTALLATION
A. Installation of control equipment shall be performed by: Wetco, Inc. No substitutions will be
allowed.
Adam Wells
548 West 9320 South
Sandy, UT 84070
Ph. (801) 565-1360
Fax (801) 565-1252
B. Control panels shall be wall -mounted or free-standing, supported from floor. Coordinate
exact location with owner.
3.03 CONFIGURATION
A. Controls contractor shall program the system associated with the new variable frequency
drives serving the ID Fans of Boiler No. 3 and No. 4 according to the sequencing located in
this section.
B. Controls contractor shall reprogram as necessary the system associated with the existing
variable frequency drive serving the ID Fan of Boiler No. 2 according to the sequencing
located in this section.
3.04 TESTING
A. After complete installation of new control components, each system shall be tested, in the
presence of the Owner, to ensure that each system is functioning according to the
sequencing located herein and according to Owner's satisfaction.
3.05 ADJUSTMENT
A. After completion of installation, regulate and adjust variable frequency drives, pressure
sensors, controllers, operators, and other equipment provided under this contract.
3.06 OWNER INSTRUCTION
A. Upon completion of work and acceptance by Owner, factory representatives under direct
employ of temperature control manufacturer shall provide 2 six -hour periods of instruction to
Owner's operating personnel responsible for mechanical systems.
B. Additional 6 -hour period of instruction shall be provided at beginning of next heating/cooling
season.
END OF SECTION
1) CH Kim
2) NE Casalino
Job No. 18008 BASIC ELECTRICAL REQUIREMENTS
BYU-IDAHO Boiler Stack Extension SECTION 16010 - Page 1
PART GENERAL
1.01 WORK INCLUDED
A. General requirements specifically applicable to Division 16.
B. Materials and Equipment Furnish, Installed and Connected Under this Division.
1. Light Fixtures.
2. Wiring Devices.
3. Raceways and Fittings.
4. Conductors and Cable.
5. Disconnects.
6. All other miscellaneous equipment required to accomplish the outlined work.
C. The Contractor shall be responsible for:
1. Complete systems in accordance with the intent of these Contract Documents.
2. Coordinating the details of facility equipment and construction for all Specification
divisions which affect the work covered under this Division.
3. Furnishing and installing all incidental items not actually shown or specified, but which
are required by good practice to provide complete functional systems.
D. Intent of Drawings:
1. Electrical plan drawings show only general locations of equipment, devices, and
raceways, unless specifically dimensioned.
2. The Contractor shall be responsible for the proper routing of raceway.
1.02 DESIGN REQUIREMENTS
A. Compliance by the Contractor with the provisions of this Specification does not relieve him of
the responsibilities of furnishing equipment and materials of proper design, mechanically and
electrically suited to meet operating guarantees at the specified service conditions.
B. All electrical components shall be UL listed and labeled.
1.03 REGULATORY REQUIREMENTS
A. Compliance to the latest National Electrical Code (NEC), International Building Code (IBC),
International Fire Code (IFC), Standard of Installation (NECA). All local and state codes, and
other legal requirements is the responsibility of the Contractor.
B. Contractor shall obtain all permits and arrange all inspections required by codes applicable
to this Section.
1.04 SHOP DRAWINGS
A. Prepare and submit (6) six sets of shop drawings for all equipment listed below. Place each
set of shop drawings in a tabbed three-ring binder. Deliver to Architect within 15 days after
award of contract.
1. Manufacturer's standard schematic diagrams and catalog cuts shall not be acceptable
unless applicable portions of same are clearly indicated and non applicable portions
clearly deleted or crossed out.
2. Provide submittals of the following items:
Job No. 18008 BASIC ELECTRICAL REQUIREMENTS
BYU-IDAHO Boiler Stack Extension SECTION 16010 -Page 2
a. Section 16480: Motor Control Centers.
1.05 OPERATION AND MAINTENANCE MANUALS (DIV. 16)
A. Prepare and submit (4) four complete copies of the O & M Manuals—manuals to contain
information listed below. Place each manual in a tabbed three-ring binder upon completion of
the project.
1. Operation and Maintenance manual must contain the following items:
a. Copies of reviewed shop drawings.
b. Letter of 1 -year guarantee of workmanship.
c. Copy of voltage and ammeter readings.
d. Copy of letter verifying owner's receipt of spare parts.
1.06 INSTRUCTION OF OWNER'S PERSONNEL
A. The Factory Representative and Electrical Contractor shall give personal instruction on
operation and maintenance of the electrical distribution system and lighting system.
1.07 GUARANTEE
A. The following guarantee is a part of this specification and shall be binding on the part of the
Contractor:
"The Contractor guarantees that this installation is free from mechanical defects. He
agrees to replace or repair, to the satisfaction of the Owner's Representative, any part of
this installation which may fail or be determined unacceptable within a period of one (1)
year after final acceptance."
1.08 RECORD DRAWINGS
A. During the course of construction, the Electrical Contractor shall maintain a set of drawings
upon which all deviations from the original layout are recorded. These marked -up prints shall
be turned over to the Architect/Engineer at the conclusion of the work.
PART PRODUCTS
2.01 MATERIALS AND EQUIPMENT
A. Materials and Equipment: Labeled and/or listed as acceptable to the authority having
jurisdiction as suitable for the use intended.
B. Where two or more units of the same class of material are required, provide products of a
single manufacturer. Component parts of materials or equipment need not be products of the
same manufacturer.
C. Provide manufacturer's standard finish color, except where specific color. is indicated.
2.02 SUBSTITUTIONS
A. Anyone seeking approval to bid must submit booklets of what is proposed and an itemized
letter stating that the equipment submitted is either equal to or better than that which is
stated and the reasons why.
Job No. 18008 BASIC ELECTRICAL REQUIREMENTS
BYU-IDAHO Boiler Stack Extension SECTION 16010 - Page 3
B. Substitute proposals shall include all items of labor, material and equipment required for the
installation of the substitute equipment including all changes in conduit, wiring, etc.
C. Each bidder proposing to use substitute equipment shall advise the Electrical Engineer
seven (7) calendar days prior to the bid date of changes required to wiring, conduit, back
boxes and terminal cabinets in order to utilize the proposed equipment. Substitution of
alternate equipment will make the bidder responsible for ANY additional costs necessary to
make the proposed system function as specified.
PART 3 EXECUTION
3.01 WORKMANSHIP
A. Install Work using procedures defined in NECA Standard of Installation.
B. Install material and equipment in accordance with manufacturers' instructions. Provide
calibrated torque wrenches and screwdrivers as required.
END OF SECTION
1) T Payne
2)
Job No. 18008 ELECTRICAL DEMOLITION REQUIREMENTS
BYU-IDAHO Boiler Stack Extension SECTION 16091 - Page 1
PART1 GENERAL
1.01 SUMMARY
A. Includes But Not Limited To
1. Demolition involving electrical system as described in Contract Documents.
B. Related Sections
1. Section 16010 - General Electrical Requirements
2. New and replacement work specified in appropriate specification Section.
PART PRODUCTS
NOT USED
PART 3 EXECUTION
3.01 EXAMINATION
A. All relocations, reconnections, and removals are not necessarily indicated on Drawings. All
such work shall be included without additional cost to Owner.
3.02 PREPARATION
A. Disconnect equipment that is to be removed or relocated. Carefully remove, disassemble, or
dismantle as required, and store in approved location on site, existing items to be reused in
completed work.
B. Where affected by demolition or new construction, relocate, extend, or repair raceways,
conductors, outlets, and apparatus to allow continued use of electrical system. Use methods
and materials as specified for new construction.
3.03 PERFORMANCE
A. Perform drilling, cutting, block -offs, and demolition work required for removal of necessary
portions of electrical system. Do not cut joists, beams, girders, trusses, or columns without
prior written permission from Architect.
B. Remove concealed wiring abandoned due to demolition or new construction. Remove
circuits, conduits, and conductors that are not to be re -used back to next active fixture,
device, orjunction box.
C. Patch, repair, and finish surfaces affected by electrical demolition work, unless work is
specifically called for under other Sections of the specifications.
3.04 CLEANING
A. Remove obsolete raceways, conductors, apparatus, and lighting fixtures promptly from site
and dispose of legally.
END OF SECTION
Job No. 18008 ELECTRICAL DEMOLITION REQUIREMENTS
BYU-IDAHO Boiler Stack Extension SECTION 16091 - Page 2
1) T Payne
Job No. 18008 CONDUIT
BYU-IDAHO Boiler Stack Extension SECTION 16111 - Page 1
PART1 GENERAL
1.01 WORK INCLUDED
A. Rigid metal conduit and fittings.
B. Intermediate metal conduit and fittings.
C. Electrical metallic tubing and fittings.
D. Flexible metal conduit and fittings.
E. Liquidtight flexible metal conduit and fittings.
F. Nonmetallic conduit and fittings.
1.02 RELATED WORK
A. This Section shall be used in conjunction with the following other specifications and related
Contract Documents to establish the total requirements for conduit.
1. Section 16010 - Basic Electrical Requirements.
2. Section 16450 - Grounding.
B. In the event of conflict regarding conduit requirements between this Section and any other
Section, the provisions of this Section shall govern.
PART PRODUCTS
2.01 RIGID METAL CONDUIT (RMC) AND FITTINGS
A. Rigid Steel Conduit: ANSI C80.1.
B. Fittings and Conduit Bodies: NEMA FB 1; threaded type, steel. Do not use set screw type
couplings, elbows, nipples. All bushings shall have insulated nonmetallic throats, shoulders,
and grounding lugs.
2.02 INTERMEDIATE METAL CONDUIT (IMC) AND FITTINGS
A. Conduit: galvanized steel, ANSI C80.1.
B. Fittings and Conduit Bodies: NEMA FB 1; use fittings and conduit bodies specified above for
rigid steel conduit. Do not use set screw type couplings, elbows, nipples without prior review
by the Engineer. All bushings shall have insulated nonmetallic throats, shoulders, and
grounding lugs.
2.03 ELECTRICAL METALLIC TUBING (EMT) AND FITTINGS
A. EMT: Galvanized tubing.
B. Fittings and Conduit Bodies: NEMA F131; steel setscrew type. All bushings shall have
insulated (nonmetallic) throats and shoulders. All bushings on feeders shall have grounding
lugs.
BYU-IDAHO Boiler Stack Extension
2.04 FLEXIBLE METAL CONDUIT AND FITTINGS
A. Conduit: steel.
B. Fittings and Conduit Bodies: steel.
2.05 LIQUIDTIGHT FLEXIBLE CONDUIT AND FITTINGS
Wo
2.07
A. Conduit: flexible metal conduit with PVC jacket.
B. Fittings and Conduit Bodies: NEMA FB 1
SECTION 16111 - Page 2
RIGID NONMETALLIC CONDUIT AND FITTINGS (FOR UNDERGROUND AND/OR CONCRETE -
ENCASED INSTALLATION ONLY)
A. Conduit: Schedule 40 PVC.
B. Fittings and Conduit Bodies: PVC.
CONDUIT SUPPORTS, CLAMPS, AND STRAPS
A. Metallic Raceway Systems: steel or malleable iron. All steel systems shall be galvanized or
cadmium plated.
PART 3 EXECUTION
3.01 CONDUIT SIZING, ARRANGEMENT, AND SUPPORT
A. Conduit: Rigid threaded, galvanized steel or intermediate metal conduit (steel) 3/4" minimum
size; plastic conduit, 3/4" minimum size; electrical metallic tubing, 3/4" minimum size. 3/4"
minimum size for all home runs.
B. Arrange conduit to maintain headroom and present a neat appearance.
C. Route exposed conduit and conduit above accessible ceilings parallel and perpendicular to
walls and adjacent piping.
D. Maintain minimum 6 -inch clearance between conduit and piping. Maintain 12 -inch clearance
between conduit and heat sources, such as flues, steam pipes, and heating appliances.
E. Arrange conduit supports to prevent distortion of alignment by wire pulling operations. Fasten
conduit using galvanized straps, lay -in adjustable hangers, clevis hangers, or bolted split
stamped galvanized hangers.
F. Group conduit in parallel runs where practical, and use conduit rack constructed of steel
channel with conduit straps or clamps. Provide space for 25 percent additional conduit for
each size of conduit in the rack. If 25 percent equals a fraction of a conduit, always round up
to the next even number.
Job No. 18008 CONDUIT
BYLI-IDAHO Boiler Stack Extension SECTION 16111 -Page 3
G. Conduit support systems shall be attached to structure, not to piping or ductwork.
H. Do not fasten conduit with wire or perforated pipe straps. Remove all wire used for temporary
conduit support during construction before conductors are pulled.
I. Do not notch structural members for passage of raceways, except with prior review of the
Engineer.
J. Support metallic conduit at a maximum of 10 feet on center. Provide a support within 24" of
any box.
3.02 CONDUIT INSTALLATION
A. Cut conduit square using a saw or pipecutter; deburr cut ends.
B. Bring conduit to the shoulder of fittings and couplings and fasten securely.
C. Use conduit hubs for fastening conduit to cast boxes, and for fastening conduit to sheet
metal boxes in damp or wet locations.
D. Install no more than the equivalent of three 90 degree bends between boxes. Where four 90
degree bends are required, prior approval by the Engineer is required.
E. Use conduit bodies to make sharp changes in direction, as around beams. Conduit bodies
shall be readily accessible.
F. Use hydraulic one-shot conduit bender or factory elbows for bends in conduit larger than 2 -
inch size.
G. Avoid moisture traps were possible; where unavoidable, provide junction box with drain fitting
at conduit low point.
H. Use suitable conduit caps to protect installed conduit against entrance of dirt and moisture.
I. Provide nylon pull string with printed footage indicators secured at each end of each empty
conduit, except sleeves and nipples. Identify with tags at each end the origin and destination
of each empty conduit, and indicate same on all empty or spare conduits on the as -built
drawings.
J. Install expansion -deflection joints where conduit crosses building expansion, seismic, or
structural isolation break (SIB)joints.
K. Where conduit penetrates fire -rated walls and floors, seal opening around conduit with UL -
listed foamed silicone elastomer compound. Fill void around perimeter of conduits with
nonmetallic nonshrink grout in all concrete or masonry walls.
L. Route conduit through roof openings for piping and ductwork where possible; otherwise, All
roof penetrations shall be flashed, counter flashed and sealed per Roofing Contractor.
Coordinate all roof penetrations with the roofing contractor.
BYU-IDAHO Boiler Stack Extension
1)
2)
SECTION 16111 - Page 4
M. MC cable is not permitted except for fixture whips above accessible ceilings which do not
exceed 6 ft. in length.
N. All interior branch circuits shall be installed in electrical metallic tubing.
O. All threaded connections in wet area to be painted with Teflon paste to provide a moisture
seal.
P. Exposed Outdoor Locations: rigid steel conduit or liquidtight flexible conduit.
Q. Wet Interior Locations: rigid steel conduit.
R. Concealed Dry Interior Locations: electrical metallic tubing.
S. Exposed Dry Interior Locations: electrical metallic tubing.
T. Underground, direct earth burial: PVC Schedule 40.
U. Underground, concrete encased: PVC Schedule 40.
END OF SECTION
T Payne
i
Job No. 18008 WIRE AND CABLE
BYU-IDAHO Boiler Stack Extension SECTION 16120 - Page 1
PART1 GENERAL
1.01 WORK INCLUDED
A. Building wire.
B. Wiring connections and terminations.
1.02 RELATED WORK
A. This Section shall be used in conjunction with the following other specifications and related
Contract Documents to establish the total requirements for wire and cable.
1. Section 16010 - Basic Electrical Requirements.
2. Section 16195 - Electrical Identification.
B. In the event of conflict regarding wire and cable requirements between this Section and any
other section, the provisions of this Section shall govern.
PART 2 PRODUCTS
2.01 BUILDING WIRE
A. Thermoplastic -insulated Building Wire: NEMA WC 5.
B. Rubber -insulated Building Wire: NEMA WC 3.
C. Feeders and Branch Circuits Larger Than 8 AWG: Copper, stranded conductor, 600 volt
insulation, THWN.
D. Feeders and Branch Circuits 8 AWG and Smaller: Copper conductor, 600 volt insulation,
THWN; smaller than 8 AWG, solid conductor.
E. Control Circuits: Copper, stranded conductor 600 volt insulation, THWN.
PART 3 EXECUTION
3.01 GENERAL WIRING METHODS
A. Use no wire smaller than 12 AWG for power and lighting circuits, and no smaller than 14
AWG for control wiring.
B. Place an equal number of conductors for each phase of a circuit in same raceway or cable.
C. Splice only in junction or outlet boxes. Control cables shall be spliced only with the written
permission of the Engineer.
D. Neatly train and lace wiring inside boxes, equipment, and panelboards.
E. Make conductor lengths for parallel circuits equal.
F. Where connection of cables installed under this section are to be made by others, provide
pigtails of adequate length for neat, trained and bundled connections.
Job No. 18008 WIRE AND CABLE
BYU-IDAHO Boiler Stack Extension SECTION 16120 - Page 2
3.02 WIRING INSTALLATION IN RACEWAYS
A. Pull all conductors into a raceway at the same time. Use UL -listed wire pulling lubricant for
pulling 4 AWG and larger wires.
B. Install wire in raceway after interior of building has been physically protected from the
weather and all mechanical work likely to injure conductors has been completed.
C. Completely and thoroughly swab raceway system before installing conductors.
3.03 CABLE INSTALLATION
A. Provide protection for exposed cables where subject to damage.
B. Support cables above accessible ceilings; do not rest on ceiling tiles. Use spring metal clips
or metal cable ties to support cables from structure. Include bridle rings or drive rings.
C. Use suitable cable fittings and connections.
3.04 WIRING CONNECTIONS AND TERMINATIONS
A. Splice only in accessible junction boxes.
B. Use solderless pressure connectors with insulating covers for copper wire splices and taps,
8 AWG and smaller. For 1 AWG and smaller, use insulated spring wire connectors with
plastic caps on lighting and receptacle circuits.
C. Use split bolt connectors for copper wire splices and taps, 6 AWG and larger. Tape
uninsulated conductors and connectors with electrical tape to 150 percent of the insulation
value of conductor.
D. Thoroughly clean wires before installing lugs and connectors.
E. Make splices, taps and terminations to carry full ampacity of conductors without perceptible
temperature rise.
F. All spare conductor ends to be protected with electrical tape wrapping.
3.05 FIELD QUALITY CONTROL
A. Inspect wire and cable for physical damage and proper connection.
B. Torque test conductor connections and terminations to manufacturer's recommended
values.
C. Perform continuity and insulation tests on all power and equipment branch circuit
conductors. Verify proper phasing connections.
3.06 WIRE AND CABLE INSTALLATION SCHEDULE
A. Exposed Interior Locations: Building wire in raceways.
B. Above Accessible Ceilings: Building wire in raceways.
Job No. 18008 WIRE AND CABLE
BYU-IDAHO Boiler Stack Extension SECTION 16120 - Page 3
C. Wet or Damp Interior Locations: Building wire in raceways.
D. Exterior Locations: Building wire in raceways.
END OF SECTION
1) T Payne
2)
Job No. 18008 BOXES
BYU-IDAHO Boiler Stack Extension SECTION 16130 - Page 1
PART1 GENERAL
1.01 WORK INCLUDED
A. Wall and ceiling outlet boxes.
B. Floor Boxes.
C. Pull and junction boxes.
1.02 RELATED WORK
A. Section 16010 —Basic Electrical Requirements.
1.03 SUBMITTALS
A. Submit shop drawings and product data only for floor boxes and boxes for underground
installations.
PART2 PRODUCTS
2.01 OUTLET BOXES
A. Sheet Metal Outlet Boxes ANSI/NEMA OS 1; galvanized steel, with 1/2 inch male fixture
studs where required.
B. Cast Boxes: Aluminum, deep type, gasketed cover, threaded hubs.
2.02 PULL AND JUNCTION BOXES
A. Sheet Metal Boxes: ANSI/NEMA OS 1; galvanized steel.
B. Sheet Metal Boxes Larger Than 12 Inches in Any Dimension: Shall have a hinged door.
C. Cast Metal Boxes for Outdoor and Wet Location Installations: NEMA 250; Type 2 and Type
6, flat -flanged, surface -mounted junction box, UL listed as raintight. Cast aluminum box and
cover with ground flange, neoprene gasket, and stainless steel cover screws.
PART 3 EXECUTION
3.01 COORDINATION OF BOX LOCATIONS
A. Provide electrical boxes as shown on Drawings, and as required for splices, taps, wire
pulling, equipment connections, and code compliance.
B. Electrical box locations shown on Contract Drawings are approximate unless dimensioned.
Verify location of floor boxes and outlets in offices and work areas prior to rough -in.
C. Locate and install boxes to allow access.
D. Locate and install to maintain headroom and to present a neat appearance.
3.02 OUTLET BOX INSTALLATION
Job No. 18008 BOXES
BYU-IDAHO Boiler Stack Extension SECTION 16130 - Page 2
A. Do not install boxes back-to-back in walls. Provide minimum 10 inch separation, except
provide minimum 24 inch separation in acoustic -rated walls.
B. Locate boxes in masonry walls to require cutting of masonry unit corner only. Coordinate
masonry cutting to achieve neat openings for boxes.
C. Provide knockout closures for unused openings.
D. Support boxes independently of conduit except for cast boxes that is connected to two rigid
metal conduits, both supported within 12 inches of box.
E. Use multiple -gang boxes where more than one device are mounted together; do not use
sectional boxes. Provide barriers to separate wiring of different voltage systems.
F. Install boxes in walls without damaging wall insulation.
G. Coordinate mounting heights and locations of outlets mounted above counters, benches,
and backsplashes.
H. Position outlets to locate luminaires as shown on reflected ceiling plans.
I. In inaccessible ceiling areas, position outlets and junction boxes within 6 inches of recessed
luminaire, to be accessible through luminaire ceiling opening.
J. Provide recessed outlet boxes in finished areas; secure boxes to interior wall and partition
studs, accurately positioning to allow for surface finish thickness. Use stamped steel stud
bridges for flush outlets in hollow stud wall, and adjustable steel channel fasteners for flush
ceiling outlet boxes.
K. Align wall -mounted outlet boxes for switches, thermostats, and similar devices.
L. Provide cast outlet boxes in exterior locations exposed to the weather and wet locations.
M. For boxes installed in wood or metal construction, use Raco #985 universal box mounting
bracket.
3.03 PULL AND JUNCTION BOX INSTALLATION
A. Locate pull boxes and junction boxes above accessible ceilings or in unfinished areas.
B. Support pull and junction boxes independent of conduit.
3.04 LABELING
A. Label coverplate of all accessible pull and junction boxes by system served. Indicate panel
circuits for power and lighting boxes.
END OF SECTION
1) T Payne
2)
BYU-IDAHO Boiler Stack Extension SECTION 16180 - Page 1
PART1 GENERAL
1.01 WORK INCLUDED
A. Electrical connections to equipment specified under other sections or Punished by Owner.
1.02 RELATED WORK
A. This Section shall be used in conjunction with the following other specifications and related
Contract Documents to establish the total requirements for equipment wiring systems.
1. Section 16010 -Basic Electrical Requirements.
2. Section 16111 - Conduit.
3. Section 16120 - Wire and Cable.
4. Section 16195 - Electrical Identification.
5. Section 16450 - Grounding.
B. In the even of conflict regarding equipment wiring system requirements between this Section
and any other section, the provisions of this Section shall govern.
PART PRODUCTS
A. As described in the related sections.
PART 3 EXECUTION
3.01 INSPECTION
A. Verify that equipment is ready for electrical connection, wiring, and energization.
A. Review equipment submittals prior to installation and electrical rough -in. Verify location, size,
and type of connections, voltage, number of phases, and ampacity. Coordinate details of
equipment connections with supplier and installer.
3.03 INSTALLATION
A. Use wire and cable with insulation suitable for temperatures encountered in heat -producing
equipment.
B. Make conduit connections to equipment using flexible conduit. Use liquidtight flexible conduit
in damp or wet locations and for connections to vibrating equipment. Make flexible
connections to vibrating equipment of sufficient length to form a loop to restrict transmission
of noise to structural elements or to the air.
C. Install prefinished cord set or use attachment plug with suitable strain -relief clamps. Refer to
Section 16141, Wiring Devices, for details.
D. Make wiring connections in control panel or in wiring compartment of prewired equipment in
accordance with manufacturer's instructions. Provide interconnecting wiring where indicated.
Tag all interconnecting wiring to identify source and destination equipment and terminal
numbers. Refer to Section 16195, Electrical Identification, for details.
Job No. 18008 EQUIPMENT WIRING SYSTEMS
BYU-IDAHO Boiler Stack Extension SECTION 16180 - Page 2
END OF SECTION
1) T Payne
2)
Job No. 18008 SUPPORTING METHODS
BYU-IDAHO Boiler Stack Extension SECTION 16190 - Page 1
PART1 GENERAL
1.01 WORK INCLUDED
A. Conduit and equipment supports.
B. Fastening hardware.
C. Concrete Equipment pads.
1.02 RELATED WORK
A. This Section shall be used in conjunction with the following other specifications and related
Contract Documents to establish the total requirements for supporting devices.
B. Section 16010 -Basic Electrical Requirements.
C. In the event of conflict regarding requirements for supporting methods between this Section
and any other section, the provisions of this Section shall govern.
1.03 QUALITY ASSURANCE
A. Support systems shall be adequate for weight of equipment and conduit, including wiring,
which they carry.
A. Coordinate size, shape and location of concrete pads.
PART PRODUCTS
2.01 MATERIALS
A. Support Channel: Galvanized, fiberglass or painted steel.
PART 3 EXECUTION
3.01 INSTALLATION
A. Fasten hanger rods, conduit clamps, and outlet and junction boxes to building structure
using beam clamps. All hanger rods to be secured with double lock nuts.
B. Use toggle bolts or hollow wall fasteners in hollow masonry partitions and walls; expansion
anchors or preset inserts in solid masonry walls; sheet metal screws in sheet metal studs;
and wood screws in wood construction.
C. Do not fasten supports to piping, ductwork, mechanical equipment, or conduit.
D. Anchor conduit in partition wall and above ceiling with steel conduit straps anchored with
screws. Nail in conduit supports are not acceptable.
E. Do not drill structural steel members without written permission from the Engineer.
Job No. 18008 SUPPORTING METHODS
BYU-IDAHO Boiler Stack Extension SECTION 16190 - Page 2
F. Install surface -mounted cabinets and panelboards with a minimum of four anchors.
END OF SECTION
1) T Payne
2)
Job No. 18008 ELECTRICAL IDENTIFICATION
BYU-IDAHO Boiler Stack Extension SECTION 16195 - Page 1
PART1 GENERAL
1.01 WORK INCLUDED
A. Nameplates and labels.
B. Wire and cable markers.
1.02 RELATED WORK
A. This Section shall be used in conjunction with the following other specifications and related
Contract Documents to establish the total requirements for electrical identification.
B. Section 16010 -Basic Electrical Requirements
C. In the event of conflict regarding electrical identification requirements between this Section
and any other section, the provisions of this Section shall govern.
PART 2 PRODUCTS
2.01 MATERIALS
A. Nameplates: Engraved three -layer laminated plastic, minimum 3/16 inch high white letters on
a black background.
B. Wire and Cable Markers: Split sleeve or tubing type. Cloth or wraparound adhesive types not
approved.
C. Conductor -color Tape: Colored vinyl electrical tape.
;l_ Mlllc> W *0191dNIk'I
3.01 INSTALLATION
A. Degrease and clean surfaces to receive nameplates.
B. Install nameplates and labels parallel to equipment lines.
C. Secure nameplates to equipment fronts. Secure nameplate to outside face of panelboard
doors.
D. Embossed tape will not be permitted for any application.
E. Electrical Contractor shall write the circuit number to which each device is connected on the
inside of the box (clearly visible when device is removed) and on the backside of each
coverplate. Use a permanent black marker.
l
Job No. 18008 ELECTRICAL IDENTIFICATION
BYLI-IDAHO Boiler Stack Extension SECTION 16195 - Page 2
3.02 WIRE IDENTIFICATION
A. Conductors for power circuits to be identified per the following schedule.
Conductor
Phase A
Phase B
Phase C
Neutral
Grounding
Isolated Ground
Switchleg (lighting)
3.03 NAMEPLATE ENGRAVING SCHEDULE
System Voltage
480Y/277V
208Y/120V
Brown
Black
Orange
Red
Yellow
Blue
White with
White
orange stripe
Green
Green
Green with
Green with
yellow stripe
yellow stripe
Purple
Pink
A. Provide nameplates of minimum letter height as scheduled below
B. Panelboards, Switchboards and Motor Control Centers: 3/16 inch; identify equipment
designation. 1/8 inch; identify voltage rating and source.
C. Individual Circuit Breakers, Switches, and Motor Starters in Switchboards, and Motor Control
Centers: 1/8 inch; identify source to device and the load it serves, including location.
D. Individual Circuit Breakers, Enclosed Switches, and Motor Starters: 1/8 inch; identify load
served and source.
E. Transformers: 3/16 inch; identify equipment designation. 1/8 inch; identify primary and
secondary voltages, primary source, and secondary load and location.
END OF SECTION
1) T Payne
2)
Job No. 18008 SMALL AND MEDIUM SIZE MOTORS
BYU-IDAHO Boiler Stack Extension SECTION 16220 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. Minimum requirements for design, manufacture, testing and furnishing of low -voltage, single-
phase and 3-phase, fractional and integral horsepower electric motors up to 500 hp
designed for use with an AC variable speed drive.
1.02 WORK BY OTHERS
A. Motor foundations and supports existing.
B. Boiler fans existing.
1.03 SYSTEM DESCRIPTION
A. Motors shall be squirrel -cage, induction type conforming to standards specified.
B. Supply motors as integral component of equipment package including variable frequency
drives for each motor. Motors shall be fully rated for drives that are supplied as part of
package.
C. Motors shall meet, as a minimum, ratings as shown on Data Sheets found at end of this
Section.
D. Motors shall be rated to continuously supply power at rated load, and capable of supplying
short-term overload condition calculated by multiplying rated horsepower of motor by service
factor at rated voltage and frequency.
E. Motor shall not exceed temperature rise specified on attached Data Sheets when supplying
power at nameplate rated horsepower.
1.04 SUBMITTALS
A. Drawings, instruction manuals, and other submittals shall be in English language.
B. Submit with Bid:
1. Completed Data Sheets.
2. Motor list identifying equipment by name, quantity furnished for each type, horsepower or
kW rating, voltage requirements, and number of phases.
3. List of recommended start-up parts, spare parts and maintenance tools for each type of - -
motor.
4. Warranty data.
5. Recommended long term and short term storage requirements and procedures.
C. Shop Drawings: Submit for review after award of Contract.
1. Complete and accurate Data Sheets.
2. Master shop drawing index.
3. Certified overall dimensional drawings that include, weight, lifting points, center of gravity,
enclosure construction, and layout of accessories.
4. Interconnection wiring drawings with terminal points clearly labeled.
5. Interface coordination details.
6. Complete dimensional drawings for sliding bases, if required.
D. Product Data:
Job No. 18008 SMALL AND MEDIUM SIZE MOTORS
BYU-IDAHO Boiler Stack Extension SECTION 16220 - Page 2
1. List of instruments and accessories by manufacturer, model number, and operating
ranges.
E. Quality assurance data: Certified shop test reports.
F. Operation and maintenance manuals. Provide, at a minimum:
1. General description and technical data.
2. Receiving, storage, installation, and testing instructions.
3. Operating and maintenance procedures.
4. Warranty data.
5. Complete set of final drawings.
6. Complete documentation of inspections and tests performed, including logs, curves, and
certificates. Documentation shall note any replacement of equipment or components
that failed during testing.
7. Installation field reports.
8. Data Sheets modified to include field installation conditions.
9. Spare parts list that includes bearings.
10. Lubrication recommendations.
11. Bearing temperature limits.
12. Winding temperature limits.
1.05 QUALITY ASSURANCE
A. Motors furnished shall be in accordance with IEEE 841, NEMA MG -1, NFPA 70, and UL
1004.
B. Standards of foreign organizations shall not be used without written approval from
ENGINEER.
C. Manufacturer's qualifications:
1. Manufacturer shall be manufacturer of major components of motor and shall be ISO
certified.
2. Manufacturer shall have produced similar equipment for a minimum period of 5 years.
1.06 DELIVERY, STORAGE, AND HANDLING
A. During delivery and storage, handle equipment to prevent damage, denting, or scoring.
B. Store equipment and components in clean, dry place. Protect from weather, dirt, water,
construction debris, and physical damage in accordance with manufacturer's instructions.
PART PRODUCTS
2.01 ENCLOSURE SYSTEM
A. Indoor and outdoor: Severe -duty, totally enclosed, fan -cooled (TEFC).
B. Motors over 75 Ib shall be furnished with lifting eyes arranged so lifting slings do not become
entangled in apparatus mounted on motor.
C. Materials potentially exposed to process fluids shall be Type 316L stainless steel, or other
materials not susceptible to corrosion.
D. Coat copper conductor windings with varnish.
E. Provide drains and breathers for moisture removal.
F. Bolts and nuts exposed to environment shall be of Type 316L stainless steel.
Job No. 18008 SMALL AND MEDIUM SIZE MOTORS
BYU-IDAHO Boiler Stack Extension SECTION 16220 - Page 3
2.02 VOLTAGE AND FREQUENCY
A. Motors shall be furnished in accordance with following guidelines. If exceptions are
necessary, notify ENGINEER's and written notification shall be obtained for variance.
1. Motors rated less than 1/2 hp: 115 volts ac, single-phase.
2. Motors rated 1/2 hp and above: 460 volts ac, 3-phase.
3. Motors rated 200 hp and above: 460 volts ac, 3-phase.
B. Motors shall run successfully at rated load and voltage when operated through the VFD.
Allowance will be made for load de -rating at reduced speed, however the motor shall
achieve rated load at full frequency (with a +/- 5% supply frequency variation).
C. Motors shall run successfully at rated load with combined variation of supply voltage and
frequency that is not more than ±10% (sum of absolute values) of rated voltage and rated
frequency provided 5% frequency variation is not exceeded.
D. Motors shall be capable of operating within design characteristics for system source voltage
as specified on Data Sheets.
E. Motors started directly across line shall accelerate to running speed with connected load,
with maximum voltage dip of 20%, at starting.
F. Starting method is specified on Data Sheets.
2.03 CHARACTERISTICS
A. Motor nameplate horsepower shall cover full range of driven equipment load, and have a
standard service factor unless specified otherwise.
B. Motor shall be sufficient to start and operate connected loads at designated speeds in
installed environment, and within operating sequence without exceeding nameplate ratings.
C. Ratings shall include allowance for altitude and peak ambient temperatures (120 degrees
Fahrenheit) as required by site conditions.
D. Torque characteristics shall conform to standard NEMA design letter designation and shall
be appropriate for mechanical load served.
E. Locked -rotor, breakdown, and pull-up torque, at rated voltage and frequency, shall meet
requirements of NEMA MG -1 to meet requirements specified in Data Sheets.
F. Motors not provided as part of equipment or system having integral or automatic control shall
be capable of no less than 4 starts per hour, including 2 successive starts. Requirements
shall only apply when moment of inertia (Wk 2) of load, load torque during acceleration,
applied voltage, and method of starting, are motor design requirements.
G. Motor in -rush current shall correspond to code letters specified in NFPA 70, Table 430.7(B).
H. Power factor shall be no less than 0.85 for motors greater than 1 hp operating at motor full -
load current.
I. Motors shall have at least, but not limited to, efficiencies as specified on Data Sheets.
J. Furnish vertical motors coupled to vertical pumps with spark -resistant, non -reversing ratchets
and bolted couplings with case drip shields.
2.04 MOTOR FRAME
A. Motor frames shall be heavy-duty type using cast iron or welded steel construction.
Job No. 18008 SMALL AND MEDIUM SIZE MOTORS
BYU-IDAHO Boiler Stack Extension SECTION 16220 - Page 4
B. Enclosure type shall be as indicated on Data Sheets.
C. Machine sealing parts in high -accuracy to minimize breathing.
D. If specified for hazardous areas, motors shall be enclosed and UL -listed for class, division,
and group designation in accordance with NEC Article 500.
E. Motor frame, end brackets, fan covers, drip shields, and bearing housing shall be corrosion -
resistant. Motor supporting feet shall be an integral part of frame.
F. Provide motors with stainless steel drains and plugs. Locate drain holes at low point of
motor in final mounted position.
G. Drill and tap for 3/8", 16 -pitch bolt for ground connection. Locate bolt hole as follows:
1. Horizontal frames: Right rear motor foot as viewed from coupling end.
2. Vertical frames: Junction box side as viewed from flange end.
H. Drill hole for vertical frames in junction box side as viewed from flange end.
I. For interchangeability, multiple motors provided as part of same system or on same piece of
equipment shall have standardized motor frame sizes to minimize number of different frame
sizes and associated mounting dimensions.
2.05 SLIDING BASES
A. Heavy steel in single -unit construction using 2 adjusting bolts.
B. Heavy-duty bases shall be capable of supporting heaviest weight and largest overhung load
for its motor rating without bending, flexing, or vibrating.
C. Provide permanent means for identifying proper motor frames for which base is suitable.
2.06 STATOR AND STATOR ASSEMBLY
A. Maintain assembly in alignment and hold under compression by using through bolts and end
rings. Provide high-grade material consistent with specified operating efficiency.
B. Insulation:
1. Vacuum pressure impregnation (VPI) or multiple dips and bakes of insulating varnish.
C. Windings shall be copper.
2.07 ROTOR AND SHAFT ASSEMBLIES
A. Motor shaft shall be machined, corrosion -resistant steel capable of transmitting torque
produced by motor.
B. Rotor cage shall be fabricated aluminum, or integrally die-cast aluminum.
C. Rotor shall be epoxy -coated.
D. Dynamically balance motors by one of following means:
1. Drilling out parent metal in such a manner that structural strength of rotor is not
weakened.
2. Use balance washers securely pinned in place.
3. Chiseling, sawing, or use of solder or similar deposit materials to achieve balance is not
acceptable.
E. Rotor assembly removal shall be as follows:
Job No. 18008 SMALL AND MEDIUM SIZE MOTORS
BYU-IDAHO Boiler Stack Extension SECTION 16220 - Page 5
1. Horizontal motors: Removable through either bell end of motor without requiring removal
of stator assembly.
2. Vertical motors: Removable from top of motor without requiring dismantling or removal
of motor.
2.08 WINDING INSULATION AND TEMPERATURE RISE
A. Windings shall be form -wound coils with class of insulation as stated on Data Sheets.
Completely insulate windings and winding terminals for ungrounded system.
B. Temperature rise shall not exceed temperature for motors with class of insulation as
specified on Data Sheets, at site ambient conditions and elevation.
C. Temperature rise shall not be exceeded when tested under fully rated nameplate values at
site ambient conditions and elevation.
D. Where any one of the following conditions are encountered: High temperature, excessive
moisture, corrosion, fungus, insect, or vermin, furnish motors with tropicalization for
windings.
2.09 BEARINGS
A. Provide grease -lubricated ball bearings, unless type of installation requires otherwise. Ball
bearings shall be vacuum -degassed steel, motor quality.
B. Construct and provide bearing and bearing housing with slingers and seals to prevent dirt or
moisture from entering motor.
C. Provide interior bearing caps to prevent lubricant from entering motor.
D. Integrally case bearing supports as part of motor end bell. Rabbet end bell to stator
assembly to ensure proper bearing alignment and air gap spacing.
E. Design bearings so damage does not occur by axial rotor movement during motor startup
and shutdown.
F. Bearings shall be antifriction-type and shall have minimum rated life L10 with median life no
less than 50% of L10 life, as defined by ABMA. Reliability of each bearing shall be greater
than 90%.
G. Size bearings for horizontal motors mounted in vertical position using V -belt drive to
accommodate radial load caused by belt drive on shaft extension end.
H. Shaft and bearings for belt -connected motor shall withstand normal belt pull of equipment
furnished and momentary and continuous overloads due to acceleration caused by incorrect
belt tension.
I. Bearings for motors driving vertical pumps, including in-line pumps, shall be designed to
carry 200% of maximum thrust, up and down, that pump develops during starting and
stopping, and while operating at any capacity on rated performance curve.
1. Minimum continuous up -thrust capacity shall be equal to 30% of down -thrust at rated
capacity.
2. Thrust bearings for in-line pump motors shall beat upper end of motor.
J. Equip each bearing on motors rated 100 hp and larger with RTDs.
Job No. 18008 SMALL AND MEDIUM SIZE MOTORS
BYU-IDAHO Boiler Stack Extension SECTION 16220 - Page 6
1. RTDs shall be platinum resistance thermometers, rated 100 ohms at 0°C.
2. Wire and terminate each RTD lead to terminal blocks located in externally mounted
junction box.
K. Provide SGS Shaft Grounding System on non -drive bearing for each motor connected to a VFD
to prevent shaft current damage to bearings. Contractor may provide alternate approaches.
Any alternate approach needs to be approved in writing by both UNIVERSITY and ENGINEER
prior to beginning work.
2.10 LUBRICATION SYSTEM
A. System shall be capable of operating at least 8,000 hours without requiring addition of
grease or complete change of grease.
B. Provide system with readily accessible grease inlet and outlet plugs in bearing housings to
enable re -greasing while motor is in service.
2.11 MOTOR FANS
A. Fans shall be bidirectional, air-cooled, equipped with externally mounted, non -sparking fan
and fan housing.
B. Fan material shall be fiberglass or other non -sparking material. Aluminum, bronze, copper,
or copper alloy not acceptable.
C. Provide stainless steel hardware.
2.12 MOTOR TERMINAL BOXES
A. Equip each motor with corrosion -resistant terminal boxes.
1. Provide main terminal box for motor power lead terminations.
2. Provide separate control terminal box for termination of space heater leads and control
leads.
3. Terminate instrumentation in low -voltage terminal box separate from power or control
boxes.
B. Size motor lead terminal box to allow for bending radius and stiffness of motor supply cables,
and for terminating grounding conductor. Box shall be at least one size larger than listed in
NEMA MG -1.
C. Provide grounding lug inside motor lead terminal box to accommodate incoming earth
conductor. Size in accordance with NEC.
D. Motor leads shall have brass, stainless steel ferrules embossed with appropriate lead
number, or leads imprint with lead number. Tagging of main leads shall be in accordance
with MG -1 2.60 and shall allow determination of motor rotational direction.
E. Fit with neoprene gaskets.
F. Main terminal boxes shall be capable of rotation in 90° increments to permit connection on
any one of four sides.
G. Provide motor lead seal and separator gasket between motor frame and terminal box.
H. Provide main terminal boxes with threaded conduit entrances or hubs for cable glands.
Job No. 18008 SMALL AND MEDIUM SIZE MOTORS
BYU-IDAHO Boiler Stack Extension SECTION 16220 - Page 7
Motor leads shall have oil -resistant insulation.
J. Electrical connections shall be tinned.
2.13 IDENTIFICATION AND TAGGING
A. Securely attach embossed, stainless steel nameplates with stainless steel screws or pins.
B. Nameplate shall contain standard information in accordance with NEMA MG -1 40.1 and as
follows:
1. Year of manufacture.
2. Type of bearing lubricant and specification number.
3. Arrow indicating direction of rotation for main lead connections.
4. Bearing type and manufacturer's part number.
C. If identification number cannot be included on motor nameplate, provide separate stainless
steel equipment identification nameplate in accordance with equipment identification as
provided by OWNER.
D. Motor power and space heater circuits may be derived from different sources. Covers of
motor terminal boxes containing space heater leads shall be provided with nameplate
reading: "ISOLATE MOTOR AND HEATER CIRCUITS BEFORE REMOVING COVER".
2.14 SOURCE QUALITY CONTROL
A. Perform shop tests in accordance with NEMA MG -1 for each motor and provide
documentation as specified.
B. Where standard designs have been type tested, type test documentation may be furnished
for each of tests instead of performing physical tests.
C. If motors are connected to an AC drive system, the motor and VFD shall be matched and
tested in factory to work together.
PART 3 EXECUTION
3.01 GROUNDING
A. A grounding conductor shall be installed and routed with the phase conductors and
connected to the equipment enclosure and to the power source enclosure, sized in
accordance with NEC 250.
B. The equipment shall be additionally grounded to the grounding system via a ground
conductor to the nearest ground electrode, exposed ground conductor, or an effectively
grounded structural steel column connected to the grounding system in accordance with
NEC 250.
C. The installation shall be designed to eliminate high frequency bearing currents pulses. As a
minimum, the installation shall employ the following design features to eliminate this concern:
1. Use only symmetrical multi -conductor cables with symmetrical grounds.
2. Use armored motor cables with 3600 connections at both ends. Proper 360°
terminations shall consist of a grounding bushing on both ends of the motor cable to
effectively connect the earth wires to the armor or conduit.
Job No. 18008 SMALL AND MEDIUM SIZE MOTORS
BYU-IDAHO Boiler Stack Extension SECTION 16220 - Page 8
3. Add high frequency bonding connections between the cable grounds and the ground
system to equalize the potential of affected items, using braided straps of copper
minimum 2" wide; flat conductors will provide a lower inductance path than round wires.
This must be connected at the inverter and the motor. Additionally, the frames of the
motor and the driven machinery shall be connected to ground.
D. The contractor may suggest alternate solutions to this issue. However, these must be
agreed to and be approved in writing by the ENGINEER prior to acceptance.
3.02 EQUIPMENT CLEANING
A. Thoroughly clean equipment of temporary protective coatings and foreign materials.
B. Remove excess shipping accessories including packing, shipping bolts, temporary blocking,
crating, and banding.
C. Remove construction debris including temporary supports, shims, scaffolding, etc.
D. Perform cleaning procedures recommended by equipment manufacturer.
3.03 INSTALLATION
A. Install in accordance with Manufacturer's recommendations.
B. Motor shall be securely mounted on a baseplate, base or platform that is rigid enough to
prevent any vibration of the unit and prevent transfer of vibration to the unit. The base shall
not impose bending or twisting strains on the housing.
C. Prior to final termination of power cables, measure the winding resistance between phases
and resistance of accessories. Record ohms and ambient temperature.
3.04 GROUTING
A. Motors will be mounted on existing plates. If grouting is required, it shall meet the following
requirements:
1. Top of new or existing foundation must be rough to provide good anchorage for the grout
provided. The top of the foundation shall be 1" to 1-1/2" lower than the bottom of the
motor base to allow space for the grout. Latents, oils and other deleterious materials
shall be removed from foundation prior to installing grout.
2. CONTRACTOR shall determine the baseplate elevation in relation to the driven
equipment shaft centerline, using the actual motor dimensional data and the equipment's
thermal growth. This elevation shall provide the proper alignment of the equipment for
the operating conditions.
3. Install baseplate (without motor) and bolt down tightly on leveling wedges between the
foundation and baseplate, using the foundation bolts. Installation of baseplate shall be
checked for levelness prior to grouting. Baseplate shall be level within 0.001" when
measured in any direction. Reference "ALIGNMENT" paragraph for requirements.
4. Protect foundation bolt threads from damage during grouting.
5. Install grout in accordance with manufacturer's requirements and in a manner that
prevents voids and air pockets. Grout shall extend a minimum of 1" beyond edge of
baseplate.
6. Install grout within the temperature limitations as specified by the grout manufacturer.
7. After grout has cured, sound baseplate to locate voids. Fill voids with epoxy grout. Do
not dry pack grout.
8. Grout shall be non -shrink cement or epoxy type.
Job No. 18008 SMALL AND MEDIUM SIZE MOTORS
BYU-IDAHO Boiler Stack Extension SECTION 16220 - Page 9
3.05 ALIGNMENT
A. Driven equipment manufacturer shall provide alignment targets for equipment referenced to
operating temperatures.
B. Confirm driven equipment has been installed in its final location and that half coupling has
been installed.
C. Install motor on baseplate after grout has cured and achieved full strength.
D. Install motor in cold position, at a temperature between 50°F and 80°F. Protect the
installation from direct sunlight during alignment.
E. Use slotted shims to install motor and driven equipment. Do not use tapered shims.
After electrical service has been terminated in motor terminal box, "bump" motor to check
rotation of motor in relation to marking on case; confirm that it matches the direction required
by the driven equipment.
G. While motor is operating, mark shaft to indicate magnetic center, but do not scribe shaft.
Maintain motor shaft at magnetic center position while aligning and coupling to driven
equipment.
H. Align motor and driven equipment with laser (optical) alignment sensor and prisms. Dial
indicators or feeler gauges shall not be used, unless approved by OWNER.
Perform alignment measurements for parallel offset, angular offset and total run out in both
the horizontal and vertical planes. Maximum misalignment between driven equipment and
motor, for operating temperature, shall be the lesser of the manufacturer's recommendations
or:
1. Parallel offset = 0.002 inches.
2. Angular offset = 0.001 inches per inch of shaft diameter.
3. Total run out = 0.002 inches
J. Check for motor soft foot for both the horizontal and vertical planes at the motor coupling by
loosening and tightening each motor foot anchor bolt individually. Soft foot for any individual
bolt shall be less than 0.002 inches.
3.06 MOTOR STARTUP
A. With driven equipment uncoupled, operate motor for a minimum of 1 hour. Check vibration
during motor operation and log data for OWNER's use. Replace motors or bearings that
operate with excessive vibration. Reference "VIBRATION" paragraph for requirements. -
B. Connect motor to driven equipment and reinstall coupling guard.
C. Start motor and measure motor amperage and compare to nameplate value.
D. Correct conditions that produce excessive current flow, and which exist due to equipment
malfunction.
E. For rotating assembly, check bearing vibration levels to confirm that they are within
manufacturer's tolerances. Replace motors or bearings that operate with excessive
vibration. Reference "VIBRATION" paragraph for requirements.
Job No. 18008 SMALL AND MEDIUM SIZE MOTORS
BYU-IDAHO Boiler Stack Extension SECTION 16220 -Page 10
3.07 VIBRATION
A. Vibration shall be measured in the vertical, horizontal and axial planes at both ends of the
motor and driven equipment (4 locations). All readings shall be recorded as unfiltered, peak -
to -peak, in inches per second.
B. For variable frequency drive installations, operating motor in 5% increments from 10% to
100% of rotational speed and record vibration readings as described above. Notify OWNER
and ENGINEER if vibration levels exhibits that a resonance frequency is within the operating
range of the equipment.
C. Vibration limits shall be as specified in NEMA MG 1-1998, Table 7-1, and paragraph 7.8 of
that same standard.
3.08 INSPECTION
A. Inspect equipment installations and verify in writing status of Work meets requirements for
starting equipment including, but not limited to, the following:
1. Lubrication type, quantity, and date.
2. Proper drive rotation before connecting coupling, belts, or chains.
3. Check out of wiring and control systems.
4. Proper instrument control range.
5. Proper motor and electric device voltage ratings.
6. Proper alignment and running clearances.
7. Coupling guards, belt guards, etc., are in place.
8. Control systems operational.
9. Auxiliary services connected, i.e., alarm and trip circuits, and safety devices.
10. Instrumentation calibrated.
B. Measured sound from rotating assembly shall not exceed 85 dBA at a distance of 3'-0" from
equipment.
C. CONTRACTOR shall develop a typewritten form entitled "Acceptance for Operation
Checklist" that includes the inspection items from above. Attached to this checklist shall be
copies of the manufacturer's shop test results, alignment and vibration results, and any field
performance test results.
D. ENGINEER and OWNER reserves right to witness CONTRACTOR's inspections.
3.09 ACCEPTANCE FOR OPERATION
A. Each piece of equipment installed by this Contract shall carry an "Acceptance for Operation
Checklist". Each checklist shall be signed by the CONTRACTOR's Representative and
OWNER, or OWNER's Representative. Each list shall have applicable blanks filled in and
attached to items indicating that the equipment or system is prepared for operation.
B. OWNER will accept equipment and systems for operation when CONTRACTOR has
substantially completed construction. "Acceptance for Operation" shall mean OWNER will
assume operational and routine maintenance duties. "Acceptance for Operation" does not
relieve CONTRACTOR from responsibilities related to defective materials and workmanship;
neither does it constitute final acceptance of materials and equipment.
C. After OWNER has accepted a system for operation, CONTRACTOR shall continue to
perform the following as requested and scheduled by OWNER at no additional cost to
OWNER until final acceptance:
DAHO Boiler Stack Extension SECTION 16220 -Page 11
1. Troubleshooting, adjustments, and repairs until OWNER accepts system operation and
performance.
2. Assist instrument and control personnel with instrument calibration.
3. Craft labor as required.
D. After OWNER has accepted a system for operation, CONTRACTOR shall continue to supply
technical services when needed until final acceptance.
3.10 DATA SHEETS
A. Single set of Data Sheets for multiple motors with exact same characteristics can be used
provided equipment identification numbers for each motor is clearly identified on Data
Sheets.
B. Data Sheets may require information not known until Contractor's engineering is complete.
Furnish estimated values based on good engineering judgment. Estimated values shall be
identified by placement of "(est.)" next to value.
C. Data Sheets shall be updated and resubmitted by Contractor once final values are known.
D. Do not leave items blank, or label "To Be Determined" or "Later."
E. Do not submit manufacturer product Data Sheets instead of completed Data Sheets.
Job No. 18008 SMALL AND MEDIUM SIZE MOTORS
BYU-IDAHO Boiler Stack Extension SECTION 16220 - Page 12
DATA SHEETS
LOW VOLTAGE MOTORS
Equipment Name: Induced Draft Fan -1
Tag No.: IDF-1 REV. #
DESCRIPTION
UNITS
SPEC DATA VENDOR DATA
Motor Manufacturer
By Manufacturer
Motor Catalog No.
By Manufacturer
System Voltage (120, 208, 240, 480, 600)
V
480
Operating Frequency (50 or 60)
Hz
60
Nameplate Voltage (115, 200, 230, 460, 575)
V,
460
Number of Phases (1, 2, or 3)
Qty
3
RPM @ Rated Load
RPM
1750
Rated Shaft Output
Hp
40
Driven Load (maximum)
H
NEMA Design Type A, B, C, D, E
E
Locked Rotor Code Letter (Per NEC Table
430.7(B))
Maximum Motor Terminal Connection Size
KCMIL
Per drawings
Rated Power Factor @:
100% Full Load
%
By Manufacturer
75% Full Load
%
By Manufacturer
50% Full Load
%
By Manufacturer
Efficiency @:
100% Full Load
%
Greater than 95%
75% Full Load
%
By Manufacturer
50% Full Load
%
By Manufacturer
Full Load Current @:
100% Full Load
A
By Manufacturer
75% Full Load
A
By Manufacturer
50% Full Load
A
By Manufacturer
Locked Rotor Current
A
By Manufacturer
Locked Rotor Power Factor
%
By Manufacturer
Acceleration Time:
@ No Load
sec
By Manufacturer
Full Load
sec
By Manufacturer
Inertia
H
By Manufacturer
Maximum Site Design Ambient Temperature
OF
120
Minimum Site Design Ambient Temperature
OF
32
Site Altitude
ft
5000
Insulation Class (Tropical, A, B, F, or H)
F
Insulation Class for Temperature Rise (B, F, or
H
B
Insulation Class Temperature Rise
°C
By Manufacturer
Hot -Spot Temperature Used to Determine Rise
°C
By Manufacturer
Job No. 18008 SMALL AND MEDIUM SIZE MOTORS
BYU-IDAHO Boiler Stack Extension SECTION 16220 - Page 13
DATA SHEETS
LOW VOLTAGE MOTORS
Equipment Name:
Tag No.: IDF-1
Induced Draft Fan -1
REV. #
DESCRIPTION
UNITS
SPEC DATA
VENDOR DATA
Service Factor
1.15
Duty Type (Continuous, short -time, or
intermittent
AC drive rated
No. of Speeds
1/AC drive
No. of Windings
1
Motor Starting Method
Type of Speed Control
AC drive
Protective Enclosure Type
TEFC
Motor Frame Size
Motor Rated for Use With VFD
Y
Minimum System Voltage During Motor Start
%V
80%
Sound Level @ Full Load (3' distance)
dBA
85 max.
Bearing Type
Ball
Bearing Estimated Life Expectancy
Hrs
By Manufacturer
SGS Shaft Grounding System
Y/N
No
Vibration Monitoring (Tripped by DCS)
Yes
Motor Space Heater required:
No
Rated Voltage
V
Operating Voltage
V
Wattage
W
The Following Data is Required for Motors Rated 60 H
and Larger
Permissible Starts per Hour:
With Motor at Rated Ambient
Qty
By Manufacturer
With Motor at Rated Total Temp.
Qty
By Manufacturer
Locked Rotor Time:
Cold
Sec
By Manufacturer
Hot
Sec
By Manufacturer
Acceleration Time, Full Load:
100% Full Voltage
Sec
By Manufacturer
@ 80% Full Voltage
Sec
By Manufacturer
Maximum kVAR for PF Correction
kVAR
By Manufacturer
Non -reversing Ratchets
Y/N
MINIM
The Following Data is Required for Motors Rated 75 H
and Lar er
RTD sensors
Y/N
No
RTD Type
Number of RTD Sensors
Qt
Stator RTD Temperature To Trip at DCS
°C
* See reference to frame size in Section 2.05.
Job No. 18008 SMALL AND MEDIUM SIZE MOTORS
BYU-IDAHO Boiler Stack Extension SECTION 16220 - Page 14
DATA SHEETS
LOW VOLTAGE MOTORS
-
DESCRIPTION
UNIT:
Manufacturer
J
Catalog No.
KCMIL
Per drawings
m Voltage (120, 208, 240, 480, 600)
V
ating Frequency (50 or 60)
Hz
:plate Voltage (115, 200, 230, 460, 575)
V,
)er of Phases (1, 2, or 3)
Qty
@ Rated Load
RPM
I Shaft Output
HD
Equipment Name: Induced Draft Fan -2
Tag No. IDF-2 REV. #
SPEC DATA VENDOR DATA
3y Manufacturer
3y Manufacturer
480
60
460
3
1750
60
IVCIVIM uvbl 11 1 YPv kM, D, l., U, G
-
C
Locked Rotor Code Letter (Per NEC Table
430.7(B))
J
Maximum Motor Terminal Connection Size
KCMIL
Per drawings
--7 7777777,
Rated Power Factor @:
100% Full Load
%
By Manufacturer
75% Full Load
%
By Manufacturer
50% Full Load
%
By Manufacturer
Efficiency
100% Full Load
%
Greater than 95%
75% Full Load
%
By Manufacturer
50% Full Load
%
By Manufacturer
Full Load Current
100% Full Load
A
By Manufacturer
75% Full Load
A
By Manufacturer
50% Full Load
A
By Manufacturer
Locked Rotor Current
A
By Manufacturer
Locked Rotor Power Factor
%
By Manufacturer
Acceleration Time:
@ No Load
sec
By Manufacturer
Full Load
sec
By Manufacturer
Inertia
H
By Manufacturer
Uk'jj,
Maximum Site Design Ambient Temperature
OF
120
Minimum Site Design Ambient Temperature
OF
32
Site Altitude
ft
5000
Insulation Class (Tropical, A, B, F, or H)
F
Insulation Class for Temperature Rise (B, F, or
H
B
Insulation Class Temperature Rise
°C
By Manufacturer
Hot -Spot Temperature Used to Determine Rise
°C
By Manufacturer
Job No. 18008 SMALL AND MEDIUM SIZE MOTORS
BYU-IDAHO Boiler Stack Extension SECTION 16220 - Page 15
DATA SHEETS
LOW VOLTAGE MOTORS
Equipment Name: Induced Draft Fan -2
Tag No. IDF-2 REV. #
DESCRIPTION
UNITS
SPEC DATA VENDOR DATA
Service Factor
1.15
Duty Type (Continuous, short -time, or
intermittent
AC drive rated
No. of Speeds
1/AC drive
No. of Windings
1
Motor Starting Method
Type of Speed Control
AC drive
Protective Enclosure Type
TEFC
Motor Rated for Use With VFD
Y/N
Y
Minimum System Voltage During Motor Start
%V
80%
Sound Level @ Full Load (T distance)
dBA
85 max.
Bearing Type
Ball
Bearing Estimated Life Expectancy
Hrs
By Manufacturer
SGS Shaft Grounding System
Y/N
No
Vibration Monitoring (Tripped by DCS)
Y/N
Yes
Motor Space Heater required:
Y/N
No
Rated Voltage
V
Operating Voltage
V
Wattage
W
The Following Data is Required for Motors Rated 60 Hp and Lar er
Permissible Starts per Hour:
With Motor at Rated Ambient
Qty
By Manufacturer
With Motor at Rated Total Temp.
Qty
By Manufacturer
Locked Rotor Time:
Cold
Sec
By Manufacturer
Hot
Sec
By Manufacturer
Acceleration Time, Full Load:
@ 100% Full Voltage
Sec
By Manufacturer
80% Full Voltage
Sec
By Manufacturer
Maximum kVAR for PF Correction
kVAR
By Manufacturer
Non -reversing Ratchets
Y/N
The Following Data is Required for Motors Rated 100
Hp and Larger
RTD sensors
Y/N
No
RTD Type
Number of RTD Sensors
Qty
Stator RTD Temperature To Trip
°C
BYU-IDAHO Boiler Stack Extension
SECTION 16220 - Page
DATA SHEETS
LOW VOLTAGE MOTORS
Equipment Name: Induced Draft Fan -3
Tag No. IDF-3 REV. #
DESCRIPTION
UNITS
SPEC DATA VENDOR DATA
Motor Manufacturer
By Manufacturer
Motor Catalog No.
By Manufacturer
System Voltage (120, 208, 240, 480, 600)
V
480
Operating Frequency (50 or 60)
Hz
60
Nameplate Voltage (115, 200, 230, 460, 575)
Vt
460
Number of Phases (1, 2, or 3)
Qty
3
RPM @ Rated Load
RPM
1750
Rated Shaft Output
Hp
75
Driven Load (maximum)
H
NEMA Design Type A, B, C, D, E
E
Locked Rotor Code Letter (Per NEC Table
430.7(6))
Maximum Motor Terminal Connection Size
KCMIL
Per drawings
Rated Power Factor :
100% Full Load
%
By Manufacturer
75% Full Load
%
By Manufacturer
50% Full Load
%
By Manufacturer
Efficiency @:
100% Full Load
%
Greater than 95%
75% Full Load
%
By Manufacturer
50% Full Load
%
By Manufacturer
Full Load Current @:
100% Full Load
A
By Manufacturer
75% Full Load
A
By Manufacturer
50% Full Load
A
By Manufacturer
Locked Rotor Current
A
By Manufacturer
Locked Rotor Power Factor
%
By Manufacturer
Acceleration Time:
No Load
sec
By Manufacturer
@ Full Load
sec
By Manufacturer
Inertia
H
By Manufacturer
Maximum Site Design Ambient Temperature
OF
120
Minimum Site Design Ambient Temperature
OF
32
Site Altitude
ft
5000
Insulation Class (Tropical, A, B, F, or H)
F
Insulation Class for Temperature Rise (B, F, or
H
B
Insulation Class Temperature Rise
°C
By Manufacturer
Hot -Spot Temperature Used to Determine Rise
°C
By Manufacturer
Job No. 18008 SMALL AND MEDIUM SIZE MOTORS
BYU-IDAHO Boiler Stack Extension SECTION 16220 - Page 17
DATA SHEETS
LOW VOLTAGE MOTORS
Equipment Name: Induced Draft Fan -3
Tag No. IDF-3 REV. #
DESCRIPTION
UNITS
SPEC DATA VENDOR DATA
Service Factor
1.15
Duty Type (Continuous, short -time, or
intermittent
AC drive rated
No. of Speeds
VAC drive
No. of Windings
1
Motor Starting Method
Type of Speed Control
AC drive
Protective Enclosure Type
TEFC
Motor Rated for Use With VFD
Y/N
Y
Minimum System Voltage During Motor Start
%V
80%
Sound Level @ Full Load (3' distance)
dBA
85 max.
Bearing Type
Insulated
Bearing Estimated Life Expectancy
Hrs
By Manufacturer
SGS Shaft Grounding System
Y/N
Yes
Vibration Monitoring
Y/N
Yes
Motor Space Heater required:
Y/N
No
Rated Voltage
V
Operating Voltage
V
Wattage
W
The Following Data is Required for Motors Rated 60 Hp and Lar er
Permissible Starts per Hour:
With Motor at Rated Ambient
Qty
By Manufacturer
With Motor at Rated Total Temp.
Qty
By Manufacturer
Locked Rotor Time:
Cold
Sec
By Manufacturer
Hot
Sec
By Manufacturer
Acceleration Time, Full Load:
@ 100% Full Voltage
Sec
I By Manufacturer
@ 80% Full Voltage
Sec
By Manufacturer
Maximum kVAR for PF Correction
kVAR
By Manufacturer
Non -reversing Ratchets
Y/N
The Following Data is Required for Motors Rated 100
Hp and Larger
RTD sensors
Y/N
No
RTD Type
Number of RTD Sensors
Qt
Stator RTD Temperature To Trip
°C
Job No. 18008 SMALL AND MEDIUM SIZE MOTORS
BYU-IDAHO Boiler Stack Extension SECTION 16220 - Page 18
END OF SECTION 16220
1) M.D. Lane
2) G.H. Ogg
3) T. Payne
Job No. 18008 LOW VOLTAGE VARIABLE FREQUENCY DRIVES
BYU-IDAHO Boiler Stack Extension SECTION 16265 - Page 1
PART GENERAL
1.01 SECTION INCLUDES
A. Low -voltage AC variable speed drive (AC drive) mounted integral to an existing Square D
MCC lineup. System will consist of a direct torque control designed for use on a standard
NEMA Design E squirrel cage motor with Class F insulation. If necessary, the low voltage
AC Drive shall be equipped with input drive transformer, and/or input and output filters to limit
harmonic distortion to the specified levels. The drive must also provide an optional
operational mode for scalar or V/Hz operation. Control power will be delivered via an internal
control power transformer (CPT) internal drive use. Separate external power will not be
provided.
1.02 WORK BY OTHERS
A. The DCS configuration for control of the VFDs will be by others.
1.03 SYSTEM DESCRIPTION
A. The AC Drive shall control either the motor speed or motor torque by employing inner loop
torque control strategy that mathematically determines motor torque.
1.04 SUBMITTALS
A. Submit with Bid:
1. Submittals shall be in the English language.
2. Symbols shall conform to ANSI Y32.2/IEEE 315/CSA Z99.
3. Completed Data Sheets.
4. Submittal schedule.
5. The bidder shall provide any special requirements for the motor with the bid proposal.
6. Complete list of equipment proposed including manufacturer, model numbers and
description of all components included in bid.
7. Complete data and listing of any special equipment required for the operation and
maintenance of the AC Drive.
8. Recommended spare parts list for all components with pricing.
9. Plots of typical efficiency vs. speed and torque curves.
10. Calculations to demonstrate that harmonic currents generated by the drives will not
cause the power distribution system to experience harmonic distortion exceeding the
limits recommended by the latest edition of IEEE Standard 519. The harmonic current
distortion at the point of common coupling (PCC) shall not exceed the limits listed in
Table 10.3 of IEEE Standard 519-1992. The PCC shall be defined as the point of
termination of the power cable at the distribution bus. The total harmonic distortion (THD)
at each PCC shall not exceed the 5% THD limit recommended for General Systems as
listed in Table 10.2 of IEEE Standard 519-1992.
11. The AC Drive manufacturer shall provide calculations, specific to this installation,
showing total harmonic distortion is less than 5%. Input line filters shall be sized and
provided as required by the AC Drive manufacturer to insure compliance with IEEE
Recommended Practices and Requirements for Harmonic Control in Electrical Power
Systems. The acceptance of this calculation must occur prior to installation.
12. Mean Time to Failure data.
13. Special motor requirements for use with the AC Drive.
14. Copy of standard testing procedures for drives.
Job No. 18008 LOW VOLTAGE VARIABLE FREQUENCY DRIVES
BYU-IDAHO Boiler Stack Extension SECTION 16265 - Page 2
15. Copies of warranty. Warranty shall be 12 months from the date of certified start-up, not
to exceed 30 months from the date of shipment. The warranty shall include all parts,
labor travel time and expenses.
B. Shop Drawings:
1. Submit for review after award of contract:
a. Certified outline and general arrangement, assembly and installation drawings
including front view, dimensions, and weight of all components.
b. Certified drawings of cable termination compartments showing preferred locations for
conduit entry/exit locations and indicating space available for cable terminations of all
components.
c. Certified factory test data and results after completion of factory testing.
d. Elementary diagrams (3 -line diagrams) of complete AC Drive system showing
terminal block terminations, device terminal numbers and internal diagrams.
e. Schematic control diagrams.
f. Complete wiring diagrams showing connections of all component devices and
equipment.
g. Nameplate drawing.
C. Product Data.
1. Recommended list of "start up" and "running" spare parts.
2. Instruction manuals for operation and maintenance of the AC Drive's.
3. Such other similar information as Engineer may request.
D. Quality assurance data:
1. Certified production test reports.
2. Test reports for previous design, and documentation showing previous design ratings
and configurations.
E. Operation and maintenance manuals. Provide, at a minimum:
1. General description and technical data.
2. Receiving, storage, installation, and testing instructions. Manufacturer shall provide
adequate drawings and instruction material to facilitate installation of the AC drive by
electrical and mechanical trades person employed by others.
3. Operating and maintenance procedures.
4. Complete set of final drawings.
5. Complete documentation of inspections and tests performed, including any logs, curves,
and certificates. Documentation shall note any replacement of equipment or
components that failed during testing.
6. Spare parts lists.
7. Installation field reports.
8. Data sheets updated to reflect field installation conditions. -
1.05 QUALITY ASSURANCE
A. Qualifications:
1. The low voltage AC Drive's and other equipment referred to by this Specification are to
be designed and manufactured according to the latest revisions of the applicable
standards from NEMA, UL, NFPA, IEEE and ANSI.
2. Manufacturer shall be ISO 9000 certified.
3. Manufacturer of equipment shall have produced similar electrical equipment for a
minimum period of 5 years.
4. Printed circuit boards shall be completely tested and burned -in in accordance with
UL347A before being assembled into the completed AC Drive.
Job No. 18008 LOW VOLTAGE VARIABLE FREQUENCY DRIVES
BYU-IDAHO Boiler Stack Extension SECTION 16265 - Page 3
5. When requested by ENGINEER, provide acceptable list of similar equipment installations
complying with requirements of this specification.
6. The completed drive shall be tested for at least three hours with an induction motor
connected.
7. The drive shall be designed to provide 50,000 hours mean time between failures (MTBF)
when the specified preventative maintenance is performed.
1.06 DELIVERY, STORAGE, AND HANDLING
A. During delivery and storage, handle equipment to prevent damage, denting, or scoring.
B. Store equipment and components in clean, dry place. Protect from weather, dirt, water,
construction debris, and physical damage in accordance with the manufacturer's
instructions.
PART2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Square D.
2.02 EQUIPMENT
A. The drive shall be a direct torque control AC to AC converter. The direct torque control drive
shall employ a direct torque control inner loop torque control strategy that mathematically
determines motor torque and flux. The drive shall also provide an optional operational mode
for scalar or V/Hz operation.
B. Ratings:
1. The AC drive shall be rated to operate from 3 phase power at 380VAC to 690VAC +5-
10% and 48Hz to 63Hz. The AC drive shall employ a full wave rectifier to prevent input
line notching and operate at a fundamental input power factor of 0.98 at all speeds and
loads. The AC drive efficiency shall be 97% or better at full speed and load.
2. An internally mounted line reactor shall be provided to reduce input current harmonic
content, provide protection from power line transients, and reduce RFI emissions.
3. Output voltage and current ratings shall match the adjustable frequency operating
requirements of standard 460VAC, 3ph, 60Hz, NEMA Design E motors.
4. The overload current capacity shall be 150% of rated current for one (1) minute out of ten
(10) minutes and 200% for two (2) seconds out of 15 seconds with an instantaneous
overcurrent trip at 350% or higher.
5. Output frequency shall be adjustable between OHz and 300Hz. Operation above motor
nameplate shall require programming changes to prevent inadvertent high speed
operation. The drive's switching pattern shall be continually adjusted to provide optimum
motor flux and avoid the high-pitched audible noise.
C. CONTROL FUNCTIONS AND ADJUSTMENTS
1. Start-up data entries shall include motor nameplate power, speed, voltage, frequency
and current.
2. A PID speed/torque loop regulator shall be provided with an auto tune function as well as
manual adjustments.
3. Start/Stop control functions shall include two (2) or three(3) wire start/stop, coast/ramp
stop selections, optional dynamic braking and flux braking. An automatic reset function
shall execute up to five (5) attempts to restart after individually selectable overcurrent,
overvoltage, undervoltage and signal loss fault conditions. The automatic reset trail and
delay times shall be individually adjustable.
Job No. 18008 LOW VOLTAGE VARIABLE FREQUENCY DRIVES
BYU-IDAHO Boiler Stack Extension SECTION 16265 - Page 4
4. Accel/Decel control functions shall include two (2) sets of ramp time adjustments with
linear and three (3) s -curve ramp selections.
5. Speed/Torque control functions shall include:
a. Adjustable min./max. speed and /or torque limits.
b. Selection of up to 15 preset speed settings or external speed control
c. Three (3) sets of critical speed lockout adjustments
d. A built-in PID controller to control a process variable such as pressure, flow or fluid
level
6. Output control functions shall include:
a. Current and torque limit adjustments to limit the maximum AC drive output current
and the maximum torque produced by the motor. These limits shall govern the inner
loop torque regulator to provide tight conformance with the limits with minimum
overshoot.
b. A torque regulated operating mode with adjustable torque ramp up/down and
speed/torque limits.
D. STATIC AND DYNAMIC PERFORMANCE
1. Open loop static speed regulation shall be 0.1% to 0.3% (10% of motor slip). When
motor speed feedback is provided from a suitable encoder, closed loop speed regulation
shall be 0.01% or better. Dynamic speed accuracy shall be 0.4% or better open loop and
0.1 % or better closed loop.
2. When a suitable motor is used, the drive shall provide breakaway torque equal to 200%
of rated motor torque. The drive shall be capable of continuously developing 100%
torque at zero (0). Torque response time shall be 5ms or less. In the torque regulating
mode, torque regulating accuracy shall be 4% or better.
E. OPERATOR CONTROL PANEL
1. Each AC drive shall be equipped with a front mounted operator control panel.
2. During normal operation, the control panel shall display the speed reference, and
run/stop forward/reverse and local/remote status. The display shall also be
programmable to display the values of three (3) other operating parameters such as:
a. Speed/torque in percent (%), RPM or user -scaled units.
b. Output frequency, voltage, current and torque
c. Input voltage, power and kilowatt hours
d. Heat sink temperature and DC bus voltage
e. Status of discrete inputs and outputs
I. Values of analog input and output signals
g. Value of PID controller reference, feedback and error signals
h. Control interface inputs and outputs shall include:
1) At least one (1) 4-20mA. A differential input isolation amplifier shall be provided
for each input. Analog input signal processing functions shall including scaling
adjustments, adjustable filtering and signal inversion. Upon loss of input signal,
the drive shall be programmable to stop and display a fault message, run at a
preset speed and display a warning message or display a warning message and
run according to the last reference received.
2) Six (6) discrete inputs to include start permissive and running. Inputs shall be
designed for "dry contact' inputs used with either an internal or external 24VDC
source.
3) Two (2) analog outputs to include speed demand providing 4-20mA signals.
Outputs shall be independently programmable to provide signals proportional to
at least 12 output function selections including output speed, frequency, voltage,
current and power.
4) Three (3) form C relay contact outputs, all independently programmable with at
least 30 output function selections. Relay contacts shall be rated to switch 8
Job No. 18008 LOW VOLTAGE VARIABLE FREQUENCY DRIVES
BYU-IDAHO Boiler Stack Extension SECTION 16265 - Page 5
Amps to 24VDC or 250VAC. Function selections shall include indications that the
drive is ready, running, reversed and at set speed/torque. General and specific
warning and fault indications shall be available. Adjustable supervision limit
indications shall be available to indicate programmed values of operating speed,
speed reference, current, torque and PID feedback.
3. PROTECTIVE FUNCTIONS
a. For each programmed warning and fault protection function, the drive shall display a
message in complete English words or standard English abbreviations. The five (5)
most recent fault messages and times shall be stored in the drive's fault history.
b. The drive shall include MOVs for phase to phase and phase to ground line voltage
transient protection.
c. Output short circuit and ground fault protection rated for 65,000 amps shall be
provided per UL508C without relying on line fuses. Motor phase loss protection shall
be provided.
d. The drive shall provide electronic motor overload protection qualified per UL508C.
e. Protection shall be provided for AC line or DC bus overvoltage at 130% of max. rated
or undervoltage at 65% of min. rated and input phase loss.
f. A power loss ride through feature will allow the drive to remain fully operational after
losing power as long as kinetic energy can be recovered from the rotating mass of
the motor and load.
g. Stall protection shall be programmable to provide a warning or stop to the drive after
the motor has operated above a programmed torque level for a programmed time
limit.
h. Under load protection shall be programmable to provide a warning or stop the drive
after the motor has operated below a selected under load curve for a programmed
time limit.
i. Over -temperature protection shall provide a warning if the power module temperature
is less than 5°C below the over -temperature trip level.
j. Input terminals shall be provided for connecting a motor thermister (PTC type) to the
drive's protective monitoring circuitry. An input shall also be programmable to
monitor an external relay or switch contact.
F. OPERATING RANGE
1. AC Drive shall not have electrical resonance within operating speed range.
2. AC Drive shall operate motor in the forward direction only.
3. AC Drive shall be able to speed search and immediately pick up spinning motor in either
forward or reverse direction.
G. TORSIONAL REQUIREMENTS:
1. AC Drive, motor, and equipment load shall not develop adverse speed dependent
oscillations.
H. MOTOR NOISE:
1. Motor audible noise shall not be increased more than 3 dB at 3.3' (1 meter) above noise
level for full -speed starter.
I. HARMONICS MITIGATION
1. Drive shall meet the requirements of IEEE 519 through the use of one or more of the
following:
a. Input isolation transformer.
b. Input line reactor.
c. Input harmonic trap filter with series reactor.
d. Twelve, 18, or 24 pulse rectifier.
Job No. 18008 LOW VOLTAGE VARIABLE FREQUENCY DRIVES
BYU-IDAHO Boiler Stack Extension SECTION 16265 - Page 6
e. Mirus filter.
f. DC link reactor.
2. The AC Drive shall have provisions to add a DC Link Inductor, if required given results of
THD analysis.
3. The selected equipment shall be furnished with the drive and be approved by the vendor.
J. DRIVE DIAGNOSTICS:
1. Provide comprehensive diagnostics for maintenance and troubleshooting including:
a. Self -testing of microprocessor drive control system.
b. LED indicators for status indication on control boards.
c. Convenient maintenance test points.
K. ENCLOSURE
1. The enclosure for the drive shall be provided as indicated on the data sheet.
2. The enclosure doors shall include an electromechanical interlocking system with a safety
switch and electrical interlocks from the main breaker. Whenever the doors are open,
the safety ground switch shall connect the plus, minus, and neutral DC buses to ground
to ensure all stored energy is discharged.
3. The AC Drive shall be of modular construction for ease of access to control and power
wiring, and maintenance.
4. The enclosure shall be designed to mount on 3" housekeeping pad.
L. COOLING
1. Provide integral filtered forced air cooling system as necessary to cool drive equipment
and at its full current rating. HVAC unit shall be thermostatically controlled.
M. GROUNDING
1. A grounding conductor shall be installed and routed with the phase conductors and
connected to the equipment enclosure and to the power source enclosure, sized in
accordance with NEC 250.
2. The equipment shall be additionally grounded to the grounding system via a ground
conductor to the nearest ground electrode, exposed ground conductor, or an effectively
grounded structural steel column connected to the grounding system in accordance with
NEC 250.
2.03 IDENTIFICATION AND TAGGING
A. Securely attach nameplates with self -tapping stainless steel screws. Adhesive nameplates
not acceptable.
B. Lettering shall be black on white background.
2.04 FINISHES
A. The finish shall be the Subcontractor's standard finish.
B. Shop finishing:
2.05 SOURCE QUALITY CONTROL
A. Fabrication tolerance tests.
B. Inspection verification of performance.
Job No. 18008 LOW VOLTAGE VARIABLE FREQUENCY DRIVES
BYU-IDAHO Boiler Stack Extension SECTION 16265 - Page 7
PART 3 EXECUTION
3.01 PREPARATION
A. Interior and exterior of equipment shall be cleaned prior to placing into service. Debris shall
be removed an appropriately discarded.
3.02 INSTALLATION
A. Install in accordance with manufacturer's recommendations. If a floor -mounted enclosure is
necessary, it shall be mounted on a 3" housekeeping pad.
B. Correct deficiencies at no cost to Buyer until equipment operates properly.
C. Refinish marred spots to match original finish.
D. All conduit and ground conductor penetrations through enclosure shall be sealed.
3.03 START-UP
A. Certified factory start-up shall be provided for each AC Drive and drive input power
transformer by a factory trained application engineering and service support representative.
A certified start-up form shall be filled out for each AC Drive and drive input power
transformer with a copy provided to the Buyer and a copy kept on file with the Subcontractor.
3.04 DATA SHEETS
A. Data sheets may require information not known at time of Bid or until CONTRACTOR's
engineering is complete. Furnish estimated values based on good engineering judgment.
B. Estimated values shall be identified by placement of "(est.)" next to the value.
C. Data Sheets shall be updated and resubmitted by CONTRACTOR once final values are
known.
D. Do not leave items blank, or label "To Be Determined" or "Later."
E. Do not submit manufacturer product data sheets instead of completed Data Sheets.
Job No. 18008 LOW VOLTAGE VARIABLE FREQUENCY DRIVES
BYU-IDAHO Boiler Stack Extension SECTION 16265 - Page 8
DATA SHEETS
LOW VOLTAGE DRIVE
Equipment Name: MCC
Tag No.: MCC REV. #
DESCRIPTION
UNITS/
OPTIONS
SPEC DATA
VENDOR DATA
Manufacturer
N/a
Square D
Catalog/Serial No.
N/a
By manufacturer
ENCLOSURE
NEMA Rating
1
Enclosure Material
Match existing
MCC
Dimensions
LxWxH
Match existing
MCC
Weight
lbs
By manufacturer
Cable Entry
Top/rBotto
N/A
Cable Exit
Top/Botto
r
Top
Maximum distance between AC Drive
and Motor (any length restrictions to be
identified by manufacturer
ft
By manufacturer
GENERAL RATINGS
Nominal Operating Voltage
V
480
Insulation Levels
V BIL
Match existing
MCC
Motor Nameplate Voltage
V
460
Motor Nameplate Horsepower
hp
60
Motor Service Factor
1.15
Rectifier Type
TBD THD
analysis
Ambient Temperature Range
°C
29.5°C
System Frequency
Hz
60
Seismic zone
3
ACCESSORIES
Cooling Method
Air/Water
None
Input Transformer Type
Yes/No
TBD THD
analysis
Input Filter
Yes/No
TBD THD
analysis
Output Filter
Yes/No
TBD THD
analysis
Special Accessories Required
Yes/No
TBD THD
analysis
Available Short Circuit at Point of
MVA
Engineer to
Job No. 18008 LOW VOLTAGE VARIABLE FREQUENCY DRIVES
BYU-IDAHO Boiler Stack Extension SECTION 16265 - Page 9
DATA SHEETS
LOW VOLTAGE DRIVE
Equipment Name: MCC
Tag No.: MCC REV. #
DESCRIPTION
UNITS/
OPTIONS
SPEC DATA
VENDOR DATA
Common Coupling (PCC)
Provide
DC Link Reactor
Yes No
TBD THD
analysis
Mirus Filter
Yes/No
TBD THD
analysis
Manual Bypass
No
Integral Fused Disconnect Switch
Yes
Job No. 18008 LOW VOLTAGE VARIABLE FREQUENCY DRIVES
BYU-IDAHO Boiler Stack Extension SECTION 16265 - Page 10
DATA SHEETS
LOW VOLTAGE DRIVE
Equipment Name: MCC x
Tag No.: REV. #
DESCRIPTION
UNITS/
OPTIONS
SPEC DATA
VENDOR DATA
Manufacturer
N/a
Square D
Catalog/Serial No.
N/a
By manufacturer
ENCLOSURE
NEMA Rating
1
Enclosure Material
Match existing
MCC
Dimensions
LxWxH
Match existing
MCC
Weight
lbs
By manufacturer
Cable Entry
TopBotto
N/A
Cable Exit
Top/Botto
r
Top
Maximum distance between AC Drive
and Motor (any length restrictions to be
identified by manufacturer
ft
By manufacturer
GENERAL RATINGS
Nominal Operating Voltage
V
480
Insulation Levels
V BIL
Match existing
MCC
Motor Nameplate Voltage
V
460
Motor Nameplate Horsepower
hp
75
Motor Service Factor
1.15
Rectifier Type
TBD THD
analysis
Ambient Temperature Range
°C
29.5°C
System Frequency
Hz
60
Seismic zone
3
ACCESSORIES
Cooling Method
Air/Water
None
Input Transformer Type
Yes/No
TBD THD
analysis
Input Filter
Yes/No
TBD THD
anal sis
Output Filter
Yes/No
TBD THD
analysis
Special Accessories Required
Yes/No
TBD THD
analysis
Available Short Circuit at Point of
Common Coupling PCC
MVA
Engineer to
Provide
Job No. 18008 LOW VOLTAGE VARIABLE FREQUENCY DRIVES
BYU-IDAHO Boiler Stack Extension SECTION 16265 - Page 11
END OF SECTION
1) M.D. Lane
2) G.H. Ogg
3) T. Payne
Equipment Name: MCC x
DATA SHEETS
LOW VOLTAGE DRIVE
Tag No.: REV. #
DESCRIPTION
UNITS/
SPEC DATA
VENDOR DATA
OPTIONS
DC Link Reactor
Yes/No
TBD THD
analysis
Mirus Filter
Yes/No
TBD THD
analysis
Manual Bypass
No
Integral Fused Disconnect Switch
Yes
END OF SECTION
1) M.D. Lane
2) G.H. Ogg
3) T. Payne
Job No. 18008 GROUNDING
BYLI-IDAHO Boiler Stack Extension SECTION 16450 - Page 1
PART1 GENERAL
1.01 WORK INCLUDED
A. Power system grounding.
B. Electrical equipment and raceway grounding and bonding.
1.02 RELATED WORK
A. This Section shall be used in conjunction with the following other specifications and related
Contract Documents to establish the total requirements for secondary grounding.
1. Section 16010 - Basic Electrical Requirements.
B. In the event of conflict regarding secondary grounding requirements between this Section
and any other section, the provisions of this Section shall govern.
1.03 SYSTEM DESCRIPTION
A. Ground each separately -derived system neutral to nearest effectively grounded metallic
water pipe and as per all local and national codes.
B. Bond together system neutrals, service equipment enclosures, exposed noncurrent carrying
metal parts of electrical equipment, metal raceway systems, grounding conductor in
raceways and cables, receptacles ground connectors, and plumbing systems.
C. Provide separate isolated equipment grounding conductor bonded to system only at service
or separately derived source where indicated on the drawings.
PART 2 PRODUCTS
2.01 GROUND CONDUCTORS
A. A. Provide grounding conductors of the size shown on conduit schedule, shown on drawing,
and the type specified in Section 16120, Conductors.
2.02 GROUND CONNECTIONS
A. Above grade: Compression type of connectors designed for this special purpose as
manufactured by Burndy or Thomas and Betts.
PART 3 EXECUTION
3.01 INSTALLATION
A. Provide a separate, insulated equipment green grounding conductor in all feeder and branch
circuits. Terminate each end on a grounding lug, bus, or bushing and to all metallic
enclosures. A conduit ground is not acceptable. Install grounding bushings on both ends of
all feeder conduit and bond to ground system.
B. Connect grounding conductors to motors 10 hp and above or circuits 20 A or above by a
solderless terminal and a 5/16 inch minimum bolt tapped to motor frame or equipment
housing. Connect to smaller motors or equipment by fastening the terminal to a connection
Boiler Stack Extension
SECTION 16450 -
box. Connect junction boxes to the equipment grounding system with grounding clips
mounted directly on the box or with 3/8 inch machine screws. Completely remove all paint,
dirt, or other surface coverings at grounding conductor connection points so that good metal -
to -metal contact is made.
C. Separately Derived Source:
1. Transformers, power conditioners, inverters or other power supplies are separately
derived sources.
2. Ground separately derived sources as per local and national codes.
D. Ground metal sheathing and any exposed metal vertical structural elements of buildings.
Ground metal fences enclosing electrical equipment. Bond any metal equipment platforms
which support electrical equipment to the equipment ground. Provide good electrical contact
between metal frames and railings supporting pushbutton stations, receptacles, instrument
cabinets, etc., and raceways carrying circuits to these devices.
E. Provide and install #6 ground conductor from main service ground to telephone board.
3.02 FIELD QUALITY CONTROL
A. Inspect grounding and bonding system conductors and connections for tightness and proper
installation.
B. Test all ground fault interrupter (GFI) receptacles, alarm systems, and circuit breakers for
proper connection and operation with methods and instruments prescribed by the
manufacturer.
C. Include reports of all grounding system tests in Operation and Maintenance Manuals.
END OF SECTION
1) T Payne
2)
Job No. 18008 MOTOR CONTROL CENTERS
BYU-IDAHO Boiler Stack Extension SECTION 16480 - Page 1
PART1 GENERAL
1.01 WORK INCLUDED
A. Motor Control Centers.
1.02 RELATED WORK
A. Section 16010 — Basic Electrical Requirements.
1.03 SUBMITTALS
A. Submit shop drawings and product data under provisions of 16010.
B. Submit manufacturer's installation instructions under provisions of 16010.
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Square D, Model 6.
2.02 EQUIPMENT
A. Unit Motor Control Centers: Dead front, multi -unit motor control center type, consisting of
assembly of vertical stacks with each stack containing necessary cubicles to provide
equipment, including space required. Minimum height for one module to be 12 inches and
each module to house combination starter fused disconnect switch, relays and/or
transformer. Motor Control Centers: 480 volt, 3 phase, 3 wire, 60 Hz application. Motor
Control Centers: Horizontal bussing across top and vertical bussing down each stack. Main
Bus Capacity: No less than 600 amperes. Bracing and supports suitable to withstand short
circuit current up to 25,000 amps asymmetrical. Each module of each motor control center
connected to common bus by plug-in style connection stabs.
Each Starter or Disconnect Switch Assembly in Motor Control Center: Mount in tub or rack
assembly of removable plug-in type with necessary bus connection stabs. Blank starter
connections hinged section provided with full bussing to receive future rack assemblies.
Provide wiring gutter across top and bottom and vertically down each stack of Motor Control
Center. Wireways: Barriered from busway compartments. Motor Control Center
Components: Designed and constructed for ease of servicing and connection. Connection or
terminal blocks not to be at back or rear. Overload Devices: Interchangeable and clearly
indicate heater rating from exterior of device. Motor Control Centers: Constructed in
accordance with NEMA standards for Class I, Type B centers.
Overloads: Solid State, set to match each motor.
C. Unless otherwise noted, each magnetic motor protection switch in each motor control center
to have:
1. Resettable disconnect switch (breaker).
2. Contactor with three overload relays.
3. One 125 volt holding coil.
4. Red and Green neon type pilot light in cover.
Job No. 18008 MOTOR CONTROL CENTERS
BYU-IDAHO Boiler Stack Extension SECTION 16480 - Page 2
5. Reset button, HOA switch in cover field convertible to Off/Auto or On/Off pushbutton
(maintained contact).
6. Two sets of auxiliary contacts - normally open in addition to standard auxiliary holding
contacts supplied with each contactor making total of three auxiliary contacts. One set of
auxiliary contacts convertible to normally closed.
7. Control transformer primary and secondary fusing - primary fusing to be HRC type.
8. a resettable runtime hour meter.
2.03 MOTOR CONTROL CENTERS
A. Each motor control center to contain starters and spaces. Arrange starter units and breakers
in groupings shown. Certain alterations will be accepted to suit particular manufacturer's
standard unit layout; however, layout of unit per stack to follow that indicated. Starter units
are numbered with equipment unit number identification system. All cubicles to be complete
with plastic engraved name tag giving motor designation or load controlled.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install items in accordance with manufacturer's instructions.
B. Install heaters and breakers correlated with full load current of motors provided.
END OF SECTION
1) T Payne
2)