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January 6, 2020
Jefferson County Central Services – Tom Walker, Owners Representative
Phone: 360.531.1743; email: twalker@co.jefferson.wa.us
Consultant: Larry N. Storset, P.E., LNS Engineers, Inc.
Phone: 253.851.5175; email: Larry.Storset@LNSEngineers.com
Jefferson County
Courthouse Boiler Replacement
Project No. 30120370
1
Project Manual TABLE OF CONTENTS
DIVISION 00 – SPECIFIC CONDITIONS PAGE NUMBER000020 INVITATION TO BID 2 000100 INSTRUCTIONS TO BIDDERS 3 - 11 000310 BID FORM 12 - 13 000410 BID GUARANTEE AND PROPOSAL BOND 14 000500 CONTRACT FORM 15 - 20 000600 CONTRACT BOND FORM 21 000650 MANAGEMENT OF STATUTORY RETAINED PERCENTAGE 22 000660 SAMPLE CLOSEOUT FORMS 23 000670 PREVAILING WAGE RATES 24 000700 GENERAL & SUPPLEMENTAL CONDITIONS 25 - 36
DIVISION 01 – GENERAL REQUIREMENTS 01 11 00 SUMMARY OF WORK 01 25 00 SUBSTITUTION PROCEDURES 01 26 00 REQUESTS FOR INFORMATION 01 29 00 APPLICATION FOR PAYMENT 01 29 73 SCHEDULE OF VALUES 01 31 19 PROJECT MEETINGS 01 33 00 SUBMITTALS 01 52 00 CONSTRUCTION FACILITIES & TEMPORARY CONTROLS 01 74 00 CONSTRUCTION WASTE MANAGEMENT 01 74 32 FINAL CLEANING 01 77 00 CLOSE OUT PROCEDURES
DIVISION 02 – EXISTING CONDITIONS 02 41 00 SELECTIVE DEMOLITION 02 82 00 DEMOLITION AND ASBESTOS REMEDIATION 02 83 00 LEAD PAINT REMEDIATION
DIVISION 03 - CONCRETE 03 05 00 SELECTIVE CONCRETE DEMOLITION AND REPAIR 03 30 00 CAST-IN-PLACE CONCRETE
DIVISION 04 – THROUGH 21 NOT USED
DIVISION 22 – PLUMBING 22 05 00 PLUMBING, GENERAL
DIVISION 23 – MECHANICAL 23 05 00 MECHANICAL, GENERAL 23 07 19 BOILEER PIPING INSULATION 23 22 13 BOILER SYSTEMS PIPING 23 37 00 LOUVERS 23 51 16 FABRICATED BREECHING AND ACCESSORIES 23 52 39 STEEL FIRE-TUBE BOILERS 23 53 13 BOILER FEEDWATER PUMPS
DIVISION 26 - ELECTRICAL 26 05 00 ELECTRICAL DESIGN/BUILD
APPENDIX A GOOD FAITH INSPECTION FOR ASBESTOS CONTAINING MATERIALS APPENDIX B GOOD FAITH INSPECTION FOR LEAD PAINT CONTAINING MATERIALS
CONSTRUCTION DRAWINGS
37 - 43 44 - 48 49 - 5051 - 5253 - 5455 - 5758 - 6263 - 6869 - 7071 - 7273 - 74
75 - 8485 - 87 88
8990
93 - 96
97 - 103104 - 105106 - 109110 - 111112 - 114115 - 123124 - 126
127 - 128
129 - 134
135 - 150
6 pages
Jefferson County
Courthouse Boiler Replacement
Project No. 30120370
2
SECTION 000020 DIVISION 00
INVITATION TO BID SPECIFIC CONDITIONS
INVITATION TO BID
Notice is hereby given that the Board of County Commissioners of Jefferson County, State of Washington, will receive
sealed bids up until 9:30 a.m. on Monday, February 3, 2020 at the office of the County Commissioners, basement level of
the Jefferson County Courthouse, 1820 Jefferson Street, Port Townsend, WA 98368. Bids may be mailed to the office of
the Board of County Commissioners, PO Box 1220 Port Townsend, WA 98368 but must be received by the previously
stated date and time. Sealed bids will be opened and read publicly at or about 10:00 a.m. on Monday, February 3, 2020
at the Jefferson County Commissioners Chambers, basement level of the Jefferson County Courthouse for the Boiler
Replacement Project #30120370.
This contract provides for the replacement of the existing steam boiler system located at the Jefferson County
Courthouse, 1820 Jefferson Street, Port Townsend, WA. The project includes decommissioning and removal of the
existing steam boiler system; provide and install two new steam boilers and new operating controls; reconnect water,
exhaust and steam piping; installation of a housekeeping concrete pad and makeup ventilation.
Bids shall be submitted in accordance with the specifications on file at the office of Central Services, 1820 Jefferson Street, Port Townsend, WA 98368, where copies may be obtained by prospective bidders. The bid specifications will be available on the County’s web site: http://www.co.jefferson.wa.us/Bids.aspx as of close of business on Wednesday, January 15, 2020 or by emailing twalker@co.jefferson.wa.us
Each bid shall be accompanied by a surety bond, postal money order, cash, cashier's check or certified check payable to
the Treasurer of Jefferson County in the sum of 5% of the bid amount, to be forfeited to Jefferson County by the
successful bidder if he fails to enter into a contract and file an acceptable surety bond in the amount of 100% of the
contract price within ten (10) days of the award. The Department of Central Services reserves the right to reject any and
all bids, and to accept the bid deemed most advantageous to Jefferson County and to waive all informalities in the
bidding.
Jefferson County
Courthouse Boiler Replacement
Project No. 30120370
3
SECTION 000100 DIVISION 00
INSTRUCTIONS TO BIDDERS SPECIFIC CONDITIONS
1.SUMMARY
1.01 DOCUMENT INCLUDES
1.Invitation1.1 Bid Submission
1.2 EEO 1.3 Work Identified in the Contract Documents 1.4 Contract Time and Liquidated Damages
2.Bid Documents and Contract Documents2.1 Definitions
2.2 Contract Documents Identification 2.3 Availability 2.4 Examination 2.5 Queries/Addenda 2.6 Product/System Substitutions
3.Site Assessment3.1 Site Examination
3.2 Pre-bid Conference
4.Qualifications4.1 Evidence of Qualifications 4.2 Prequalification 4.3 Subcontractors/Suppliers/Others
5.Bid Submission5.1 Bid Depository 5.2 Bid Ineligibility 5.3 Submission Procedure
6.Bid Enclosures/Requirements6.1 Security Deposit 6.2 Consent of Surety or Agreement to Bond
6.3 Performance Assurance 6.4 Insurance 6.5 Bid Form Requirements 6.6 Fees for Changes in the Work 6.7 Bid Form Signature 6.8 Additional Bid Information
6.9 Prevailing wage requirements 6.10 Retainage
7.Offer Acceptance/Rejection7.1 Duration of Offer 7.2 Acceptance of Offer
Jefferson County
Courthouse Boiler Replacement
Project No. 30120370
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SECTION 000100 DIVISION 00
INSTRUCTIONS TO BIDDERS SPECIFIC CONDITIONS
1.2 RELATED DOCUMENTS
A.Document 000020 - Invitation to Bid.
B.Document 000310 - Bid Form
C.Document 000410 - Bid Guarantee
D.Document 000500 - Contract form
E.Document 000600 - Contract Bond Form
F.Document 000650 - Management of Statutory Retainage
G.Document 000660 - Sample close out forms.
H.Document 000670 - Prevailing Wage Rates
I.Document 000700 - General & Supplementary Conditions
2.INVITATION
2.01 BID SUBMISSION
A.As noted in Document 000020: Invitation to Bid
2.2 EQUAL EMPLOYMENT OPPORTUNITY (General Application) Jefferson County encourages participation in all of its contracts by MWBE firms certified by the Office of Minority and Women‟s Business Enterprises (OMWBE). Participation may be either on a direct basis in response to this invitation or as a subcontractor to a bidder. However, unless required by federal statutes, regulations, grants, or contract terms referenced in the contract documents, no preference will be included in the
evaluation of bids, no minimum level of MWBE participation shall be required as a condition for receiving an award, and bids will not be rejected or considered non-responsive on that basis. Any affirmative action requirements set forth in federal regulations or statutes included or referenced in the contract documents will apply.
2.3 WORK IDENTIFIED IN THE CONTRACT DOCUMENTS
A.As noted in Document 000020: Invitation to Bid
2.4 CONTRACT TIME
A.Identify Contract Time on the Bid Form.
B.The Owner requires that the Work of this contract be completed as quickly as possible within the requirements identifiedin the bid form and identified in Division 1 of the Project Manual.
3.BID DOCUMENTS AND CONTRACT DOCUMENTS
3.1 DEFINITIONS
A.Bid Documents: Contract Documents supplemented with Invitation to Bid, Instructions toBidders, Bid Form
B.Contract Documents: Defined in AIA A201- 2007 Article 1 including issued Addenda.
Jefferson County
Courthouse Boiler Replacement
Project No. 30120370
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SECTION 000100 DIVISION 00
INSTRUCTIONS TO BIDDERS SPECIFIC CONDITIONS
C.Bid, Offer, or Bidding: Act of submitting an offer.
D.Bid Price: Monetary sum identified by the Bidder in the Bid Form.
E.The Owners are the representatives of Jefferson County Department of Public Works.
3.2 CONTRACT DOCUMENTS IDENTIFICATION
A.The Contract Documents are identified as County Project Number 30120370 as prepared by the Jefferson County Central ServicesDepartment and LNS Engineering.
3.2 AVAILABILITY
A.Bids shall be submitted in accordance with the plans and specifications on file at the office of Central Services (JCCS),1820 Jefferson Street, Port Townsend, WA. 98368. Bid Documents to be supplied to all qualified Bidders by theJefferson County Central Services Department. The Bid Package to be available January 15, 2020 . Bid documents are
also available on the County web site at http://www.co.jefferson.wa.us/Bids.aspx or by emailingtwalker@co.jefferson.wa.us – Bidders are solely responsible for obtaining all Bid Documents, including Addenda. Inorder to receive notice of clarifications and addenda, Bidders that download the Bid Documents must register as a BidDocument holder by emailing contact information to twalker@co.jefferson.wa.us
3.3 EXAMINATION
A.Bid Documents will be available for review by all qualified Bidders at the Jefferson County Central Services Department,1820 Jefferson Street, Port Townsend, Washington, 98368, 360-531-1743 and the County web sitehttp://www.co.jefferson.wa.us/Bids.aspx
B.Upon receipt of Bid Documents verify that documents are complete. Notify Owner should the documents be incomplete.
C.Immediately notify the LNS Engineering upon finding discrepancies or omissions in the Bid Documents.
3.4 QUERIES/ADDENDA
A.Direct questions in writing to Jefferson County Central Services, Owners Representative: Tom Walker,twalker@co.jefferson.wa.us
B.Addenda may be issued during the Bidding period by JCCS. All Addenda become part of the Contract Documents.Include resultant costs in the Bid Price. In order to received notice of clarifications and addenda, Bidders thatdownload the Bid Documents must register as a Bid Document Holder by emailing contact information totwalker@co.jefferson.wa.us
C.Verbal answers are not binding on any party.
D.Clarifications requested by Bidders must be in writing, and received at least (3) working days (not including holidays orweekends) prior to the Bid due date. The reply will be in the form of an Addendum or information bulletin, a copy of
which will be forwarded to all known to be in possession of the Bid Package. Addenda will be issued via e-mail unlessrequested by FAX.
Jefferson County
Courthouse Boiler Replacement
Project No. 30120370
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SECTION 000100 DIVISION 00
INSTRUCTIONS TO BIDDERS SPECIFIC CONDITIONS
3.5 PRODUCT/SYSTEM SUBSTITUTIONS
A.Where the Bid Documents stipulate a particular Product, substitutions will be considered by the Owner up to ten (10)calendar days before receipt of bids.
B.The submission shall provide sufficient information to determine acceptability of such products.
C.When a request to substitute a Product is made, the Owner and Architect may review and approve the substitution and
issue an Addendum to known Bidders.
D.In submission of substitutions to products specified, Bidders shall include in their Bid, any changes required in the Workany changes required in the Work and changes to Contract Time and Contract Sum/Price to accommodate such
substitutions. A later claim by the Bidder for an addition to the Contract Time or Contract Sum/Price because of changes
in Work necessitated by use of substitutions shall not be considered.
4.SITE ASSESSMENT
4.1 SITE EXAMINATION
A.By the act of submitting a bid, a Contractor shall be deemed to have examined the construction site and familiarized
himself with the conditions affecting the work. No additional allowance shall be granted because of lack of knowledgeof such conditions.
4.2 PRE BID CONFERENCE
A.The Courthouse project site, including the portion within the Courthouse, will be open for examination during a Pre-Bid
walk-thru scheduled for January 22, 2020 between the hours of 10:00 am-1:00 p.m. Representatives of the Owner andEngineer will be present at this time. All Bidders are strongly encouraged to attend this scheduled walk-thru. This is theonly scheduled walk- thru at the construction area in the interior of the Courthouse. The Courthouse exterior groundsare public areas and open to Bidders for examination weekdays from 8:30 am. to 4:30 pm.
5.QUALIFICATIONS
5.1 EVIDENCE OF QUALIFICATIONS:
A.To demonstrate qualification for performing the Work of this Contract, Bidders may be requested to submit written
evidence of financial position, current commitments, and license to perform work in the State of Washington.
B.As a condition of award of contract, the apparent low Bidder, and any other Bidder so requested, within five (5) workingdays after the date of Bid opening, shall submit in writing to the Owner, using forms to be provided or approved by theOwner, a list of names, project position, and evidence of qualifications, including a detailed project experience statementand references regarding similar projects, of persons or entities who will be designated as key management or
subcontractor personnel for portions of the work listed as follows below. Failure to conform with this requirement,within the allotted time, shall constitute abandonment of the Bid, and the Owner shall have the authority to award the
contract to the next lower bidder. In addition to the General the following subcontractors are subject to this evaluation:
a.Division 2 – Demolitionb.Division 22 - Plumbing
c.Division 23 – Mechanicald.Division 26 – Electrical
Jefferson County
Courthouse Boiler Replacement
Project No. 30120370
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SECTION 000100 DIVISION 00
INSTRUCTIONS TO BIDDERS SPECIFIC CONDITIONS
C.Criteria for evaluation: The three low Responsive and Responsible Bidders and their sub-contractors will be rated on thefollowing criteria. This may also include an interview. See matrix below.
EVALUATION MATRIX
Criteria for Evaluation of Qualifications Score (0-5) Weighting Factor (1-4) Weighted Score
Lowest Bid 4
References for similar type of work performed 3
Number of days required to complete base bid. Award of one score point for each day less than maximum allowed per Section 011000 1.2D. (1/2) point awarded for each working day less than the maximum.
1
Ability to adapt schedule to reduce impacts on the
Superior Court, the Courthouse and the Neighborhood 2
Experience of Contractor working in occupied buildings and sites 1
Financial capacity of General Contractor 2
Total Score Score times (x) weighting factor equals (=) weighted score
Jefferson County
Courthouse Boiler Replacement
Project #30120370
8
SECTION 000100 DIVISION 00
INSTRUCTIONS TO BIDDERS SPECIFIC CONDITIONS
5.2 PREQUALIFICATION
A.Jefferson County does not require pre-qualifications of prospective bidders prior to furnishing the Project Documents.However, Jefferson County will determine a bidder's qualifications after bids are submitted. This determination shall be
based in part upon financial ability to complete the project and prior contract performance.
5.3 SUBCONTRACTORS/SUPPLIERS/OTHERS
A.The Owner reserves the right to reject a proposed Subcontractor for reasonable cause.
B.Refer to Article 5 of General Conditions AIA A201-2007.
6.BID SUBMISSION
6.1 BID DEPOSITORY
A.As noted in Document 000020: Invitation to bid.
6.2 SUBMISSION PROCEDURE
A.Bidders shall be solely responsible for the delivery of their Bids in the manner and time prescribed.
B.Submit one copy of the executed offer on the Bid Forms provided, signed and sealed with the required security and bidbond.
C.Improperly completed information, irregularities in bid bond, may be cause to declare the Bid invalid or informal.
D.An abstract summary of submitted Bids will be made available to all Bidders within one hour following Bid opening.
6.3 BID INELIGIBILITY
A.Bids that are unsigned, improperly signed or sealed, incomplete, conditional, illegible, obscure, contain arithmeticalerrors, erasures, alterations, or irregularities of any kind, may, at the discretion of the Owner, be declared unacceptable.
B.Bid Forms, Appendices, and enclosures which are improperly prepared may, at the discretion of the Owner, be declared
unacceptable.
C.Failure to provide security deposit, bonding or insurance requirements may at the discretion of the Owner, invalidate theBid.
7.BID ENCLOSURES/REQUIREMENTS
7.1 SECURITY DEPOSIT
A.Bids shall be accompanied by a security deposit as follows:
1.As noted in Document 000020: Invitation to Bid.
Jefferson County
Courthouse Boiler Replacement
Project #30120370
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SECTION 000100 DIVISION 00
INSTRUCTIONS TO BIDDERS SPECIFIC CONDITIONS
B.Endorse the Bid Bond in the name of the Owner as obligee, signed and sealed by the Contractor as principal and the
Surety.
C.The security deposit will be returned after delivery to the Owner of the required Performance Bond by the acceptedBidder.
D.Include the cost of bid security in the bid price.
E.After a bid has been accepted, all security deposits will be returned to the unsuccessful Bidders within ten days afterexecution of the contract.
F.If no contract is awarded, all security deposits will be returned.
7.02 CONSENT OF SURETY
A Submit with the Bid.
7.03 PERFORMANCE ASSURANCE
A.Accepted Bidder: Provide a Performance bond as described in Document 00600, Contract Bond.
B.Include the cost of performance and assurance bonds in the Bid Price and identify the cost when requested by the Owner.
7.04 INSURANCE
A.Provide an executed "Undertaking of Insurance" on a standard form provided by the insurance company stating theirintention to provide insurance to the Bidder in accordance with the insurance requirements of the Contract Documents.
7.05 BID FORM REQUIREMENTS
A.Complete all requested information in the Bid Form and Appendices.
7.06 FEES FOR CHANGES IN THE WORK (See Section 00700 Article 7)
A.Fees for change order work shall be charged at a rate of no more than 15% total for the Contractor performing the workincluding subcontractor and contractor profit and overhead for Changes in the Work, whether additions to or deductionsfrom the Work on which the Bid Price is based.
B.Fees for change order work shall be charged at a rate of no more than 8% total for the General Contractor and/orintermediate Sub-contractor on fees of Sub-Contractor that actually performed the work. The 8% fee shall includeintermediate Sub-Contractor and General Contractor profit and overhead for Changes in the Work, whether additions toor deductions from the Work in which the Bid Price is based.
7.07 BID FORM SIGNATURE
A.The Bid Form shall be signed by the Bidder, as follows:
1.Sole Proprietorship: Signature of sole proprietor in the presence of a witness who will also sign. Insert the words"Sole Proprietor" under the signature.
Jefferson County
Courthouse Boiler Replacement
Project #30120370
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SECTION 000100 DIVISION 00
INSTRUCTIONS TO BIDDERS SPECIFIC CONDITIONS
2.Partnership: Signature of all partners in the presence of a witness who will also sign. Insert the word "Partner"under each signature.
3.Corporation: Signature of a duly authorized signing officer(s) in their normal signatures. Insert the officer's capacity
in which the signing officer acts, under each signature. Affix the corporate seal. If the Bid is signed by officialsother than the President and Secretary of the company, or the President/Secretary/Treasurer of the company, a copy
of the by-law resolution of the Board of Directors authorizing them to do so, must also be submitted with the BidForm in the Bid envelope.
4.Joint Venture: Each party of the joint venture shall execute the Bid Form under their respective seals in a manner
appropriate to such party as described above, similar to the requirements of a Partnership.
7.8 ADDITIONAL BID INFORMATION
A.The apparent low bidders may be requested to submit the following Appendices to be received by the owner in the timestated after Bid submission:
1.Appendix A – Subcontractors and major suppliers: 48 hours.
2.Appendix E – Supplemental Bid Breakdown: 48 hours.
B.Appendix A - Subcontractors: Include the names of all Subcontractors, and their Washington State Contractorsregistration number for the portions of the Work they will perform. Include all names of major suppliers.
C.Appendix E - Cost Breakdown identifies the Bid Price/Sum segmented into portions using the 2004 CSI Master formatsections.
7.9 PREVAILING WAGE REQUIREMENTS
A.Contractor must conform to all state prevailing wage requirements and must obtain all information related to payingprevailing wages including INTENT TO PAY PREVAILING WAGES and AFFIDAVIT OF WAGES PAID forms.Contractor / Sub-contractor must pay all fees incurred in filing these forms. A listing of prevailing wages is included forreference in document 00670.
7.10 RETAINAGE
A.Statutory Retainage: In conformance with the Washington State RCW, the rate of Statutory Retainage for this project
is set at the rate of five percent (5%), as required by the Washington State RCW. Contractor will select a retainageoption on document 000650-Management of Statutory Retainage.
B.Punch List Retainage: Jefferson County Public Works will withhold 5% Retainage on work subject to correction work.This retainage will be released when correction work is approved by the Architect and Owner.
7.11 BUILDING PERMIT
A.The contractor will be responsible for obtaining all permits needed to complete the project, other than as follows: TheOwner will apply for, and pay the permit fees for the Building Permit and this permit(s) will be available to be picked upwhen the Contractor has provided proof of a Washington State License.
Jefferson County Courthouse
Boiler Replacement
Project Number 30120370
11
SECTION 000100 DIVISION 00
INSTRUCTIONS TO BIDDERS SPECIFIC CONDITIONS
8. OFFER ACCEPTANCE / REJECTION 8.01 DURATION OF OFFER A. Bids shall remain open to acceptance for a period of sixty (60) days after the Bid closing date.
8.2 ACCEPTANCE OF OFFER
A. The Owner reserves the right to accept or reject any or all offers and to waive informalities. B. The apparent low bidder, for purpose of award, shall be the responsive bidder offering the lowest aggregate amount
for the base bid plus selected additive bid alternates and meeting all other bid submittal requirements.
C. After acceptance, the Jefferson County Department of Central Services will issue to the successful Bidder, a NOTICE OF CONTRACT AWARD.
END OF SECTION 000100
Jefferson County Courthouse
Boiler Replacement
Project Number 30120370
12
DIVISION 00
CONTRACTUAL SPECIFICATIONS
SECTION 000310
BID FORM
BIDDER
Proposal of
(name, address, telephone number of bidder)
SCOPE
Replacement of the existing steam boiler system located at the Jefferson County Courthouse, 1820 Jefferson Street,
Port Townsend, WA. The project includes decommissioning and removal of the existing steam boiler system; provide
and install two new steam boilers and new operating controls; reconnect water, exhaust and steam piping; installation
of a housekeeping concrete pad and makeup ventilation.
Also as described in the attached plans and specifications, including any and all addenda.
BID SUBMITTED TO:
To: Jefferson County Board of Commissioners
P.O. Box 1220
Jefferson County Courthouse
1820 Jefferson Street
Port Townsend, WA 98368
The Undersigned, having examined the site of the proposed work, Drawings, Specifications, and related documents,
being familiar with all of the conditions relating to the construction of the proposed project, including the availability
of materials, services, equipment and appliances required in connection with or incidental to said construction in
strict conformance with the above mentioned documents, for the Bid Amount of:
$ (Dollars)
$ Washington State Sales Tax
$ BID
Bid Breakdown
$ Mobilization
$ Demolition
$ Boiler Replacement
$ Insurance Surcharge
$ Markup
$ Total Bid
Jefferson County Courthouse
Boiler Replacement
Project Number 30120370
13
DIVISION 00
CONTRACTUAL SPECIFICATIONS
SECTION 000310
BID FORM
TIME OF COMPLETION & LIQUIDATED DAMAGES
We agree to complete the work of this contract within the requirements of the following schedule:
PROJECT COMPLETION SCHEDULE
PROJECT WORK DATE BIDDER WILL MEET SCHEDULE (circle response)
Start on-site work after June 1, 2020 yes no
Completion of work no later than August 30, 2020 yes no
PROJECT WORK HOURS
Project work hours must be coordinated by the Contractor with the Owner. Project work hours may have
some limitations due to building schedule.
CALENDAR DAYS TO COMPLETION
(indicate number of days below)
Calendar days to complete project considering the above constraint is
We agree to perform the work according to the above requirements
Bidder
In the event that the work is not completed at said time, the Contractor agrees to forfeit to the Owner as liquidated
damages the sum of Three hundred Dollars ($500.00) for the first calendar day and One Hundred Dollars ($100.00) for
each and every additional calendar day the work remains uncompleted.
ADDENDA
Receipt of Addenda numbered , , are hereby acknowledged and all cost of work
therefore have been included in this proposal.
CONFIRMATION OF OPTIONAL SITE REVIEW
Our representative reviewed the project site on
END OF SECTION 000310
Jefferson County Courthouse
Boiler Replacement
Project Number 30120370
14
DIVISION 00
CONTRACTUAL SPECIFICATIONS
SECTION 000410
BID FORM
BID GUARANTEE
The undersigned furnishes herewith bid guarantee in the amount of 5% of the total of the base bid proposal. This bid
guarantee warrants that the undersigned will not withdraw his proposal for a period of thirty (30) days after the
scheduled closing time for the receipt of proposals. That if this proposal is accepted, the undersigned will enter into a
formal contract prepared by Jefferson County and that the required performance bond and payment bond will be
given. In the event of the withdrawal of this proposal within the period stipulated above, or the failure of the
undersigned to enter into a contract and give the required bonds within the ten (10) days after the undersigned has
received notice of the acceptance of this proposal, the undersigned shall be liable to the Owner for the full amount of
the bid guarantee as liquidated damages on account of the default of the undersigned.
If a bid bond is used, it shall be submitted on a form furnished or approved by the County and signed by the bidder
and his surety company. The surety’s attorney in fact must be registered with the Washington State Insurance
Commission.
Bidder
By
Street Address
City State Zip
Telephone Number
State of Washington, Contractor Registration Number
END OF SECTION 000410
Jefferson County Courthouse
Boiler Replacement
Project Number 30120370
15
DIVISION 00
CONTRACTUAL SPECIFICATIONS
SECTION 000500
CONTRACT FORM
CONTRACT
JEFFERSON COUNTY, WASHINGTON
THIS AGREEMENT, made and entered into this ________ of___________, 2020, between the COUNTY OF
JEFFERSON, acting through the Jefferson County Commissioners under and by virtue of Title 36, RCW, as
amended and hereinafter called the Contractor.
WITNESSETH:
That in consideration of the terms and conditions contained herein and attached and made a part of this
agreement, the parties hereto covenant and agree as follows:
1. The Contractor agrees to furnish all labor and equipment and do certain work, to-wit: That the
Contractor herein will undertake and complete the following described work: Replace Jefferson County
Courthouse Boiler for an amount up
to but not to exceed the total sum of dollars ($
) in accordance with and described in the AIA Document A2019 General Conditions of the
Contract for Construction and the attached plans and specifications in the Jefferson County Courthouse
Boiler Replacement Project Manual which are by this
reference incorporated herein and made a part hereof. The Contractor shall perform any alteration in or
addition to the work provided in this contract and every part thereof.
The Contractor shall provide and bear the expense of all equipment, work and labor of any sort
whatsoever that may be required for the transfer of materials and for constructing and completing the
work provided for in this contract and every part thereof.
After execution of this Agreement, changes to the scope of work required hereunder may be
accomplished and memorialized by a change order, which shall be a written order to Contractor from the
Project Manager on behalf of the County. In no event will a change order or orders approved by the
Project Manager under this Agreement add cumulatively more than ten percent (10%) to the total
compensation due to the Contractor pursuant to the original Agreement. Any change order or change
orders that would add cumulatively more than ten percent (10%) to the originally agreed-upon total
compensation due to the Contractor shall require a separate written amendment to the Agreement to be
executed by the County and the Contractor.
2. The County of Jefferson hereby promises and agrees with the Contractor to employ, and does
employ the Contractor to furnish the goods and equipment described and to furnish the same according to
the attached specifications and the terms and conditions herein contained, and hereby contracts to pay for
the same according to the attached specifications and the schedule of unit or itemized prices hereto
attached, at the time and in the manner and upon the condition provided for in this contract. The County
Jefferson County Courthouse
Boiler Replacement
Project Number 30120370
16
further agrees to employ the Contractor to perform any alterations in or additions to the work provided for
in this contract that may be ordered and to pay for the same under the terms of this contract and the
attached specifications at the time and in the manner and upon the conditions provided for in this contract.
3. The Contractor for himself, and for his heirs, executor, administrators, successors, and assigns, does
hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor.
4.Prior to commencing work, the Contractor shall obtain at its own cost and expense the following
insurance from companies licensed in the State with a Best’s rating of no less than A:VII. The Contractor
shall provide to the County Risk Manager certificates of insurance with original endorsements affecting
insurance required by this clause prior to the commencement of work to be performed.
The insurance policies required shall provide that thirty (30) days prior to cancellation, suspension,
reduction or material change in the policy, notice of same shall be given to the County Risk Manager by
registered mail, return receipt requested, for all of the following stated insurance policies.
If any of the insurance requirements are not complied with at the renewal date of the insurance
policy, payments to the Contractor shall be withheld until all such requirements have been met, or at the
option of the County, the County may pay the renewal premium and withhold such payments from the
moneys due the Contractor.
All notices shall name the Contractor and identify the agreement by contract number or some other
form of identification necessary to inform the County of the particular contract affected.
A.Workers Compensation and Employers Liability Insurance. The Contractor shall procure
and maintain for the life of the contract, Workers Compensation Insurance, including Employers
Liability Coverage, in accordance with the laws of the State of Washington.
B. General Liability(1) - with a minimum limit per occurrence of one million dollars
($1,000,000) and an aggregate of not less than two million dollars ($2,000,000) for bodily injury,
death and property damage unless otherwise specified in the contract specifications. This insurance
coverage shall contain no limitations on the scope of the protection provided and indicate on the
certificate of insurance the following coverage:
1. Broad Form Property Damage with no employee exclusion;
2.Personal Injury Liability, including extended bodily injury;
3.Broad Form Contractual/Commercial Liability including completed operations
(contractors only);
4.Premises - Operations Liability (M&C);
5.Independent Contractors and Subcontractors; and
6.Blanket Contractual Liability.
(1)Note: The County shall be named as an additional insured party under this
policy.
C.Contractor's Pollution Liability. Pollution Liability Insurance shall be written on a
Contractor's Pollution Liability form or other form acceptable to the County, providing coverage for
liability arising out of sudden accidental and gradual pollution and remediation. The policy limit
shall be no less than $1,000,000 per claim and aggregate.
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Any deductibles or self-insured retention shall be declared to and approved by the County prior to
the approval of the contract by the County. At the option of the County, the insurer shall reduce or
eliminate deductibles or self-insured retention or The Contractor shall procure a bond guaranteeing
payment of losses and related investigations, claim administration and defense expenses.
The Contractor shall include all subcontractors as insured under its insurance policies or shall
furnish separate certificates and endorsements for each subcontractor. All insurance provisions for
subcontractors shall be subject to all of the requirements stated herein.
Failure of The Contractor to take out and/or maintain any required insurance shall not relieve The
Contractor from any liability under the Agreement, nor shall the insurance requirements be construed to
conflict with or otherwise limit the obligations concerning indemnification.
It is agreed by the parties that insurers shall have no right of recovery or subrogation against the
County (including its employees and other agents and agencies), it being the intention of the parties that
the insurance policies so affected shall protect both parties and be primary coverage for any and all losses
covered by the above described insurance. It is further agreed by the parties that insurance companies
issuing the policy or policies shall have no recourse against the County (including its employees and other
agents and agencies) for payment of any premiums or for assessments under any form of policy. It is
further agreed by the parties that any and all deductibles in the above described insurance policies shall be
assumed by and be at the sole risk of the Contractor.
It is agreed by the parties that judgments for which the County may be liable, in excess of insured
amounts provided herein, or any portion thereof, may be withheld from payment due, or to become due,
to The Contractor until such time as the Contractor shall furnish additional security covering such
judgment as may be determined by the County.
The County reserves the right to request additional insurance on an individual basis for extra
hazardous contracts and specific service agreements.
Any coverage for third party liability claims provided to the County by a “Risk Pool” created
pursuant to Ch. 48.62 RCW shall be non-contributory with respect to any policy of insurance the
Consultant must provide in order to comply with this Agreement.
If the proof of insurance or certificate of coverage indicating the County is an “additional insured” to a
policy obtained by the Consultant refers to an endorsement (by number or name) but does not provide the
D. Automobile (2) - with a minimum limit per occurrence of $1,000,000 for bodily injury, death and property damage unless otherwise specified in the contract specifications. This insurance shall
indicate on the certificate of insurance the following coverage:
1. Owned automobiles; 2. Hired automobiles; and,
3. Non-owned automobiles.
(2) Note: The County shall be named as an additional insured party under this policy.
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full text of that endorsement, then it shall be the obligation of the Consultant to obtain the full text of
that endorsement and forward that full text to the County within 30 days of the execution of this
Agreement
The County may, upon the Consultant’s failure to comply with all provisions of this contract
relating to insurance, withhold payment or compensation that would otherwise be due to the Consultant.
5. The Contractor shall comply with all Federal, State, and local laws and ordinances applicable to the
work to be done under this Agreement. This Agreement shall be interpreted and construed in accord with
the laws of the State of Washington and venue shall be in Jefferson County, WA.
The Contractor shall indemnify and hold the County, and its officers, employees, and agents
harmless from and shall process and defend at its own expense, including all costs, attorney fees and
expenses relating thereto, all claims, demands, or suits at law or equity arising in whole or in part, directly
or indirectly, from the Contractor’s negligence or breach of any of its obligations under this Agreement;
provided that nothing herein shall require a Contractor to indemnify the County against and hold
harmless the County from claims, demands or suits based solely upon the conduct of the County, its
officers, employees and agents, and; provided further that if the claims or suits are caused by or result from
the concurrent negligence of: (a) the Contractor's agents or employees; and, (b) the County, its officers,
employees and agents, this indemnity provision with respect to claims or suits based upon such
negligence, and/or the costs to the County of defending such claims and suits, etc., shall be valid and
enforceable only to the extent of the Contractor's negligence, or the negligence of the Contractor's agents or
employees.
Claims against the County shall include, but not be limited to assertions that the use and transfer of
any software, book, document, report, film, tape, or sound reproduction of material of any kind, delivered
hereunder, constitutes an infringement of any copyright, patent, trademark, trade name, or otherwise
results in an unfair trade practice or an unlawful restraint of competition.
The Contractor specifically assumes potential liability for actions brought against the County by
Contractor's employees, including all other persons engaged in the performance of any work or service
required of the Contractor under this Agreement and, solely for the purpose of this indemnification and
defense, the Contractor specifically waives any immunity under the state industrial insurance law, Title 51
R.C.W. The Contractor recognizes that this waiver was specifically entered into pursuant to provisions of
R.C.W. 4.24.115 and was subject of mutual negotiation.
Contractor assumes all responsibility for the removal, transportation, and disposal of all hazardous
waste. Contractor agrees to indemnify & hold harmless the County from any and all liability resulting from
the contractors, sub-contractors, employees, volunteers, and actions or omission. Asbestos removal and
abatement and any lead removal and abatement will comply with all federal, state, and local laws, rules,
regulations and orders applicable to all work performed under this agreement. Asbestos removal and
abatement shall be performed by a Washington State Labor & Industries certified asbestos contractor. The
Contractor shall take any and all necessary precautions to prevent the occurrence of any injury (including
death) to any person(s), or any damage to any property or the environment, arising out of acts or omissions
of Contractor. Approval of any exceptions to safety or environmental requirements shall be handled by the
County at the location where work is performed.
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6. The Contractor’s relation to the County shall be at all times as an independent Contractor, and
nothing herein contained shall be construed to create a relationship of employer-employee or master-
servant, and any and all employees of the Contractor or other persons engaged in the performance of any
work or service required of the Contractor under this Agreement shall be considered employees of the
Contractor only and any claims that may arise on behalf of or against said employees shall be the sole
obligation and responsibility of the Contractor.
7. The Contractor shall not sublet or assign any of the services covered by this contract without the
express written consent of the County or its authorized representative. Assignment does not include
printing or other customary reimbursable expenses that may be provided in an agreement.
8.Nothing in the foregoing clause shall prevent the County, at its option, from additionally
requesting that the Contractor deliver to the County an executed bond as security for the faithful
performance of this contract and for payment of all obligations of The Contractor. For Contracts of
$150,000 or less, the County and the Contractor agree that in-lieu of the Bond; the County will withhold
10% of the Contract amount in accordance with RCW 39.08.010.
IN WITNESS WHEREOF, the Contractor has executed this instrument on the day and year first below
written, and the Board of County Commissioners has caused this instrument to be executed by and in the
name of said County of Jefferson the day and year first above written.
Executed by the Contractor __________________, 2020 COUNTY OF JEFERSON
BOARD OF COMMISSIONERS
Contractor Kate Dean, Chair
By:
(Please Print) David W. Sullivan, Member
(Signature) Greg Brotherton, Member
State of Washington, Contractor Registration Number
ATTEST Approved as to form only:
______________________________________
Carolyn Gallaway Philip Hunsucker Date
Deputy Clerk of the Board Civil Deputy Prosecuting Attorney
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CERTIFICATION REGARDING
DEBARMENT, SUSPENSION, INELIGIBILITY, AND VOLUNTARY EXCLUSION
The Contractor certifies to the best of its knowledge and belief, that it and its principals:
(1)Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily
excluded from covered transactions by any Federal department or agency;
(2)Have not within a 3-year period preceding this proposal been convicted of or had a civil judgment
rendered against them for commission of fraud or a criminal offense in connection with obtaining,
attempting to obtain, or performing a public (Federal, State, or local) transaction or contract under a
public transaction; violation of Federal or State antitrust statutes or commission of embezzlement,
theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving
stolen property;
(3)Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity
(Federal, State, or local) with commission of any of the offenses enumerated in paragraph (2) of this
certification; and
(4)Have not within a 3-year period preceding this contract had one or more public transactions
(Federal, State, or local) terminated for cause or default.
Where the Contractor is unable to certify to any of the statements in this certification, such Contractor shall
attach an explanation.
Name of Contractor (Please print)
Name and Title of Authorized Representative (Please print)
Signature of Authorize Representative
I am unable to certify to the above statement. An explanation is attached.
END OF SECTION 000500
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DIVISION 00
CONTRACTUAL SPECIFICATIONS
SECTION 000600
CONTRACT BOND FORM
CONTRACT BOND
KNOW ALL MEN BY THESE PRESENTS:
That__________________________, of________________________, as Principal, and
___________________________________________, as Surety, are jointly and severally held and bound unto the
COUNTY OF JEFFERSON, the penal sum of ____________________________________Dollars
($_______________________), for the payment of which we jointly and severally bind ourselves, or heirs, executors,
administrators, and assigns, and successors and assigns, firmly by these presents.
The condition of this bond is such that WHEREAS, on the ____ day of ______, A.D., 2020__, the said
_________________________________, Principal herein, executed a certain contract with the County of Jefferson, by
the terms, conditions and provisions of which contract the said __________________________________ , Principal
herewith, agrees to furnish all materials and do certain work, to-wit: That the said Principal herein will undertake
and complete the following described work: supply the labor, equipment and materials necessary to remove and
replace the existing steam boiler at the Jefferson County Courthouse including the installation of two new steam
boilers, boiler feed system and operating controls; associated electrical work, reconnecting water, boiler venting,
fuel oil piping , condensate , exhaust and steam piping; installation of a housekeeping concrete pad; and makeup
ventilation prep located at 1820 Jefferson Street, Port Townsend in Jefferson County, Washington, as per maps,
plans and specifications made a part of said contract, which contract as so executed, is hereunto attached, and is now
referred to and by this reference is incorporated herein and made a part hereof as full for all purposes as if here set
forth at length.
NOW THEREFORE, if the Principal herein shall faithfully and truly observe and comply with the terms,
conditions and provisions of said contract, in all respects and shall well and truly and fully do and perform all
matters and things by the said Principal undertaken to be performed under said contract, upon the terms proposed
therein, and within the time prescribed therein, and until the same is accepted, and shall pay all laborers, mechanics,
subcontractors and materialmen, and all persons who shall supply such contractor or subcontractor with provisions
and supplies for the carrying on of such work, and shall in all respects faithfully perform said contract according to
law, then this obligation to be void, otherwise to remain in full force and effect.
WITNESS our hands this _____ day of ________________, 2020.
_______________________________ _____________________________
PRINCIPAL SURETY COMPANY
By:___________________________ By:__________________________
By:__________________________
Attorney-in-fact
APPROVED AS TO FORM ONLY this
_____ day of ___________, 2020. Address of local office and agent
of surety company:
_______________________________ __________________________
Civil Deputy Prosecuting Attorney
__________________________
__________________________
END OF SECTION 000600
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DIVISION 00
CONTRACTUAL SPECIFICATIONS
SECTION 000650
MANAGEMENT OF STATUTORY RETAINED PERCENTAGE
CONTRACTOR'S DECLARATION OF OPTION FOR MANAGEMENT OF
STATUTORY RETAINED PERCENTAGE
A. I hereby elect to have the retained percentage of this contract held in a fund by the Owner until (60) sixty
days following final acceptance of the work.
Date:________________________ Signed:___________________________________
B. I hereby elect to have the Owner deposit the retained percentage of this contract in an
interest bearing account, not subject to withdrawal until after final acceptance of the work.
Date:________________________ Signed:___________________________________
C. I hereby elect to have the Owner invest the retained percentage of this contract from time to time as such
retained percentage accrues.
I hereby designate_________________________________________________ as the repository for the escrow of
said funds.
I hereby further agree to be fully responsible for payment of all costs or fees incurred as a result of placing
said retained percentage in escrow and investing it as authorized by statute. The Owner shall not be liable
in any way for any cost or fees in connection therewith.
END OF SECTION 000650
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DIVISION 00
CONTRACTUAL SPECIFICATIONS
SECTION 000660
SAMPLE CLOSEOUT FORMS
Request For Release: Owner provided
Notice of completion and request for release from liability for insurance premiums
L & I Form F26-083-000
Public Works Contract Reconciliation of Taxes: State of Washington
Dept. of Revenue
Excise Tax Division
Olympia, WA 98504
Notice of Completion of Public Works Contract: Owner provided
Certified payroll of general contractor and subcontractor: From Contractor
Affidavit Of Prevailing Wages Paid: State of Washington
Department of L&I
Form WH-347
Release and Waivers of Liens (for all sub-contractors) From Contractor
The inclusion of these documents is provided to assist in the document routing procedure and in no way diminishes
the Contractor's responsibility to obtain the correct and most current forms or information.
Copies of some of the above sample closeout forms may be available from the Owner. Contact: Central Services
Department, Jefferson County, Att'n: Tom Walker at (360) 531-1743.
AIA forms are available at www.aia.org
END OF SECTION 000660
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DIVISION 00
CONTRACTUAL SPECIFICATIONS
SECTION 000670
PREVAILING WAGE RATES
STATE OF WASHINGTON
PREVAILING WAGE RATES
Issued by
DEPARTMENT OF LABOR AND INDUSTRIES ESAC DIVISION 406 LEGION WAY SE OLYMPIA, WA 98504
(206) 753-4019
To obtain the current prevailing wage rates use the following URL
https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx and lookup rates
for Jefferson County effective 02/03/2020
END OF SECTION 000670
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DIVISION 00
CONTRACTUAL SPECIFICATIONS
SECTION 000700
GENERAL AND SUPPLEMENTAL CONDITIONS
The "General Conditions of the Contract for Construction", AIA Document A-2019, 1987 Edition, Articles 1
through 15 inclusive is hereby made part of these Specifications the same as if reproduced herein in full
except as modified, rescinded or supplemented by these Supplementary Conditions, which take precedence.
Those portions of the AIA General Conditions which are not altered by these Supplementary Conditions shall
remain in effect as published. A copy of the AIA General Conditions is available at the Central Services
Department for reference. Located at 1820 Jefferson Street, Port Townsend, WA 98368; T: 360-531-1743 ; E:
twalker@co.jefferson.wa.us
Index:
Page 2: Change as follows:
Arbitration", the 17th item in column one, is deleted and substituted in its place is "Dispute Resolution".
ARTICLE 1 - CONTRACT DOCUMENTS:
1.1 DEFINITIONS
1.1.1 The Contract Documents
Paragraph 1.1.1: Substitute the following:
In the first line after the word "Agreement", insert the words, "Instructions to
Bidders, and the Contractor's executed bid." Delete the last sentence. "Unless
specifically enumerated . . . relating to bidding requirements."
1.5.1 Ownership and Use of Drawings, Specifications and Other Instrument of Service.
Paragraph 1.5.1: Add subparagraph as follows:
1.5.1.2 The data given in the specifications and shown on the plans and drawings is
believed to be accurate but the accuracy is not guaranteed. The Contractor must take
all levels, locations, measurements, and verify all dimensions on the job site prior to
construction and adapt his work to the exact construction.
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DIVISION 00
CONTRACTUAL SPECIFICATIONS
SECTION 000700
GENERAL AND SUPPLEMENTAL CONDITIONS
ARTICLE 3 - THE CONTRACTOR
3.4 LABOR AND MATERIALS
Paragraph 3.4.3 Shall be added as follows:
3.4.3 The Contractor shall be responsible for the care and storage of materials
delivered to the work or purchased for use thereon. Stored materials shall be
carefully and continuously protected from damage or deterioration and so located as
to facilitate inspection by the Owner. This responsibility for the care and storage of
materials shall be with the Contractor whether such materials are furnished by the
Contractor or by the Owner.
3.7 PERMITS, FEES AND NOTICES
Subparagraph 3.7.1: Add the following:
3.7.1 The Contractor shall arrange, pay for, and include in his bid, costs for plan
checking and permit fees required by Code and other regulatory agencies.
3.10 CONTRACTOR'S CONSTRUCTION SCHEDULE
Subparagraph 3.10.1: Delete the first sentence: "The Contractor, promptly after
being awarded... schedule for the Work.", and substitute for the deleted sentence the
following: 3.10.1 Within ten (10) days after signing the Contract, the Contractor shall
submit construction schedule to the Owner. An updated construction schedule shall
be submitted with each Application for Progress Payment.
ARTICLE 4 - ADMINISTRATION OF THE CONTRACT
4.1 ARCHITECT
Paragraph 4.1: Add the following subparagraph 4.1.2.1
4.1.2.1 The Engineer is not bound to define the limits of any subcontract,
and will not enter into disputes between the Contractor and his
employees, including subcontractors.
Paragraph 4.2.4: Modify as follows:
Delete the words "endeavor to " after "Contractor shall" in the second
sentence.
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DIVISION 00
CONTRACTUAL SPECIFICATIONS
SECTION 000700
GENERAL AND SUPPLEMENTAL CONDITIONS
ARTICLE 7 - CHANGES IN THE WORK
7.3 CONSTRUCTION CHANGE DIRECTIVES
Paragraph 7.3.6: Delete items .1 through .5 and substitute the following:
1. Additive Changes:
a.Direct Labor Costs:
This is defined as the estimated labor costs determined by either the estimated
number of journeyman craft hours to perform the change in work and the
hourly costs related thereto; or the unit labor costs applied to the material
quantities, providing said unit labor costs are developed from the above craft
man-hour costs; whichever is applicable, according to industry practice.
The hourly costs shall be based on the following:
(1)Basic Wages: Current minimum prevailing hourly wage rates,
including vacation pay, for all labor, crew foreman, and general foreman
performing and/or directly supervising the work on the site. These rates,
whichever are applicable, are established by the prevailing wage rate.
(2)Fringe Benefits: Fringe benefits established by the State of
Washington, Department of Labor and Industries or contributed to labor
trust funds as itemized fringe benefits, whichever are applicable.
(3)Worker's Insurances: Direct contributions to the State of Washington
as Industrial Insurance; Medical Aid; and Supplemental Pension, by the
class and rates established by the State of Washington, Department of
Labor and Industries.
(4)Federal Insurances: Direct contributions required by the Federal
Insurance Compensation Act, (F.I.C.A); Federal Unemployment Tax Act,
(F.U.T.A.); and the State Unemployment Compensation Act, (S.U.C.A.).
(5)Costs: Cost incurred by the Washington Industrial Safety and
Health Act, (W.I.S.H.A.), shall be an amount to be agreed upon but not to
exceed 2% of 1, 2, 3, and 4 above.
(6)Travel Allowance: Travel Allowance and/or subsistence, if
applicable, not to exceed those established by Regional Labor Union
Agreements, shall be itemized and identified separately.
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DIVISION 00
CONTRACTUAL SPECIFICATIONS
SECTION 000700
GENERAL AND SUPPLEMENTAL CONDITIONS
(7)Items specifically excluded: Contractor Organization dues.
b. Direct Material Costs:
This is defined as an itemization of the estimated quantity of materials
necessary to perform the change in the work and the cost therefore. These
costs shall be by the unit cost applied to the quantity and extended. The unit
costs shall be based on the following:
(1)The competitive costs prevailing in the area considering the
quantities involved and available delivery time.
(2)The net costs after all discounts or rebates.
(3)Freight costs; express charges; or special delivery costs when
applicable. Lump sum costs will be allowed only as provided for in items 4
and 5, this section.
c.Construction Equipment Usage Costs:
(1)Major Tools and Equipment: This is defined as an itemization of and
the estimated length of time construction equipment will be used solely on
change order work at the site. No extra cost will be allowed if the tools
and equipment are already on the job site for use on the main contract.
The rental costs applied thereto shall not exceed the rates established by
the following, whichever is applicable:
(a)The current hourly rental rates established by agreement
between the Associated General Contractors, (A.G.C.), and
Washington State Department of Highways.
(b)The current rental rates established by the State of
Washington, Utilities and Transportation Commission for trucks used
on highways.
(c)The current rental rates established by the National Electrical
Contractor's Association (N.E.C.A.) for equipment used on electrical
work.
(d)The current rental rates established by the Mechanical
Contractor's Association for equipment used on mechanical work.
(e)If equipment is required for which a rental rate is not
established in any of the above, an agreed rental rate shall be
established for that equipment. Such rates and the use of the
equipment on the work must be approved by the contracting authority
prior to performing the work.
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DIVISION 00
CONTRACTUAL SPECIFICATIONS
SECTION 000700
GENERAL AND SUPPLEMENTAL CONDITIONS
(f)The rates in effect at the time of the performance of the work
are the maximum rates allowable for equipment of modern design and
in good working condition and include full compensation for
furnishing all fuel, oil, lubrication, repairs, maintenance, and
insurance.
(2)Small Tools, Expendable and Consumable Supplies:
(a)These are general in nature and are defined as tools for
which the initial purchase price is under $500 and are normally
furnished by the performing contractor.
(b)The allowable rate for small tools will be an amount to be
agreed upon but not to exceed the following:
-General Contractors: 3% of direct labor costs.
-Specialty Contractors: 5% of direct labor costs.
(c)Expendable and consumable supplies directly associated
with the change in work to be itemized.
d. Prime Sub-contractor's Proposals:
Sub-contractor's proposals are to be itemized as in 1a, 1b, and 1c above.
e. Overhead and Profit by the Contractor Actually Performing the Work:
A total amount to be agreed upon but not to exceed 15% of items 1a, 1b, and 1c
above will be allowed. This is to compensate such contractor for all personnel
not defined in 1a, above; temporary construction facilities; home office costs;
office engineering and estimation costs; and profit, plus any other cost
incidental to the performance of the change in work.
f. Overhead and Profit by the Prime Contractor or Intermediate Subcontractor on
Sub-Contractor's Actually Performing the Work:
(1)A total amount to be agreed upon but not to exceed 8% of the total
amount of sub-contractors proposals as defined in "e" above will be
allowed for all overhead and profit to supervise and administer the sub-
contractors actually performing the change in the work.
(2)No direct labor by the prime contractor will be allowed added to a
sub-contractor's proposal. Prime contractor's direct labor, if required, must
be submitted as outlined in 1a, 1b, 1c and 1g.
g.Cost of Any Increase of Decrease in Premium by Insurance and Public
Works Bond Caused by the Change:
(1)Contractor's Liability Insurance:
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DIVISION 00
CONTRACTUAL SPECIFICATIONS
SECTION 000700
GENERAL AND SUPPLEMENTAL CONDITIONS
To the above, the costs of the Contractor's Liability Insurance as outlined
under Article 27 herein is to be added.
(2)Public Work Bond:
To the above, the cost of the contractor's public works bond as outlined
under Article 29 herein is to be added.
2. Deductive Changes:
a. Items 1a, 1b, 1c, 1e, and 1g will be itemized for deleted changes in the work.
b. Restocking charges or other special charges shall be allowed at their actual
cost.
3.Additive Changes and Deductive Changes Together:
a. If a change in the work involves both additive and deductive changes the
appropriate overhead and profit amount allowed will be added to the net
difference of items 1a, 1b, 1c, and 1d.
b. If other additive changed items are included in the same change proposal
the appropriate overhead and profit allowed is to be applied to these
individual changed items.
4. Changes Under $500.00:
If the description of the change in the work is, in the opinion of the Owner,
definitive enough for the Owner to determine fair value and total of the change
does not exceed $500.00, no breakdown is required.
5. Changes Between $500.00 and $1,500.00:
If the description of the change in the work is, in the opinion of the Owner,
definitive enough for the Owner to determine fair value the breakdown shall
consist of the following:
a. Lump sum labor
b. Lump sum material
c. Lump sum equipment usage
d. Appropriate overhead and profit as defined in 1e and 1f.
ARTICLE 9 - PAYMENTS AND COMPLETION
Paragraph 9.3 Applications for Payment
Subparagraph 9.3.1 Delete line 9 "if provided for elsewhere in the Contract
Documents."
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DIVISION 00
CONTRACTUAL SPECIFICATIONS
SECTION 000700
GENERAL AND SUPPLEMENTAL CONDITIONS
Subparagraph 9.3.1 Substitute the following for the deleted line: "In
conformance with current statutes of the State of Washington."
Paragraph 9.6 Progress Payments
Subparagraph 9.6.1: Add as follows:
9.6.1 Based on Applications for Payment submitted to the Architect and
Certificates of Payment issued by the Architect, the Owner shall make
progress payments on accounts of the Contract Sum to the Contractor as
follows:
1. Not more frequently than monthly.
2. In amount not to exceed the aggregate value of work completed and
materials stockpiled on the site as determined by the itemized schedule
of costs submitted on AIA for G702 as adjusted by subsequent change
orders; less the total of all previous payments made to the Contractor,
and less the stipulated retainage.
3. Payments shall be made within thirty (30) days of issuance of
Certificate of Payment, except that amount withheld as retainage.
Add Paragraph 9.11 as follows:
9.11 Liquidated Damages
9.11.1 The Owner will suffer financial loss if the Project is not substantially
complete within the period set forth in the Proposal Form. The Contractor and
the Contractor's surety, if any, shall be liable for and shall pay the Owner, the
sums hereinafter stipulated as fixed, agreed and liquidated damages, and not
as penalty, for each calendar day of delay until the Work is substantially
complete.
a. Three Hundred and no/100($300.00) dollars for the first calendar day
the Work remain uncompleted.
b. One Hundred and no/100($100.00) dollars for each and every calendar
day beyond the first day that the Work remains uncompleted.
ARTICLE 10 - PROTECTION OF PERSONS AND PROPERTY
10.1 Safety Precautions and Programs
Delete subparagraph 10.1.2, and substitute the following:
10.1.2 In the event the Contractor encounters on the site material
reasonably believed to be asbestos or polychlorinated biphenyl (PCB) which
has not been rendered harmless, the Contractor shall immediately stop Work
in the area affected and report the condition to the Owner and Architect in
writing. The Work in the affected area shall not thereafter be resumed except
by written agreement of the Owner and Contractor if in fact the material is
asbestos or polychlorinated biphenyl (PCB), or when it has been rendered
harmless by written agreement of the Owner and Contractor, or in accordance
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DIVISION 00
CONTRACTUAL SPECIFICATIONS
SECTION 000700
GENERAL AND SUPPLEMENTAL CONDITIONS
with final determination by the Architect on which litigation has not been
demanded, or by litigation under Article 4.
Add subparagraph 10.1.5 as follows:
Materials containing asbestos are strictly prohibited for use in this project.
Contractor shall verify that all products utilized are asbestos free.
ARTICLE 11 - INSURANCE AND BONDS
Paragraph 11.1 Contractor's Liability Insurance
Subparagraph 11.1.1.9: Add as follows:
11.1.1.9 Liability Insurance shall include but not be limited to all major
divisions of coverage and be on a comprehensive basis including:
1. Premises Operations (including X,C, and U coverages as applicable.
2.Independent Contractor's Protective.
3.Products and Completed Operations.
4. Personal Injury Liability with Employment Exclusion deleted.5.Owned, non-owned and hired motor vehicles.
6.Broad Form Property Damage including Completed Operations.
7. Stop Gap or Employers' Contingent Liability.
8.Explosion, Collapse, Underground Damage (Referred to as "X,C,U").
11.1.1.10 If the General Liability coverages are provided by a Commercial
General Liability Policy on a claims-made basis, the policy date or Retroactive
Date shall predate the Contract; the termination date of the policy or applicable
extended reporting period shall be no earlier than the termination date of
coverages required to be maintained after final payment, certified in
accordance with Subparagraph 9.10.2.
Subparagraph 11.1.2.1: Add as follows:
11.1.2.1 The insurance required by Subparagraph 11.1.1 shall be written for not
less than the following limits, or greater if required by law:
1. Workers Compensation:
(a)State Statutory
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DIVISION 00
CONTRACTUAL SPECIFICATIONS
SECTION 000700
GENERAL AND SUPPLEMENTAL CONDITIONS
2. Comprehensive or Commercial General Liability including Premises-
Operating; Independent Contractors' Protective; Products and Completed
Operations; Broad Form Property Damage):
(a) Bodily injury:
$1,000,000 Each Occurrence
$2,000,000 Aggregate
(b) Property Damage:
$1,000,000 Each Occurrence
$2,000,000 Aggregate
(c) Products and Completed Operations to be maintained for one (1)
year after final payment:
$100,000 Aggregate
(d) Property Damage Liability Insurance shall provide X,C, and U
coverage.
(e)Broad Form Property Damage Coverage shall include Completed
Operations.
3. Contractual Liability:
(a) Bodily Injury:
$500,000 Each Occurrence
$500,000 Aggregate
(b) Property Damage:
$500,000 Each Occurrence
$500,000 Aggregate
4. Personal Injury, with Employment Exclusion deleted:
$500,000 Aggregate
5. Business Auto Liability (including owned, non-owned and hired
vehicles):
Each Person
Each Occurrence
(a) Bodily Injury:
$1,000,000
$1,000,000
(b)Property Damage:
$1,000,000 Each Occurrence
6. Contractual Liability:
$1,000,000
$1,000,000
Each Occurrence
Aggregate
6.
7.If the General Liability coverages are provided by a Commercial
Liability policy, the :
(a)General Aggregate shall be not less than $500,000 and it shall apply,
in total, to this Project only.
(b)Fire Damage Limit shall be not less than $50,000.00 on any one fire.
(c)Medical Expense Limit shall be not less than $5,000.00 on any one
person.
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DIVISION 00
CONTRACTUAL SPECIFICATIONS
Paragraph 11.1 Contractor's Liability Insurance
Subparagraph 11.1.3: Revise lines 5-6 as follows:
...will not be canceled, suspended, reduced, or materially changed until ...
Subparagraph 11.1.3: Add as follows:
11.1.3.1 Certificate of Insurance acceptable to the Owner shall be filed with the
Owner prior to commencement of the Work. These certificates and the insurance policies required by this Paragraph 11.1 shall contain a provision that coverages afforded under the policies will not be canceled, suspended, reduced, or materially changed until at least 30 days’ prior written notice has been given to the Owner. If any of the foregoing insurance coverages are required to remain in force after final payment and are reasonably available, an additional certificate evidencing continuation of such coverage shall be submitted with the final Application for Payment as required by Subparagraph 9.10.2. Information concerning reduction of coverage shall be furnished by the Contractor with reasonable promptness in accordance with the Contractor’s information and belief. Said notice shall be given to the County Risk Manager by registered mail, return receipts requested, for all of the stated insurance policies.
11.1.3.2 Said certificate shall include the following statement: "The Insurance
Company has reviewed the coverage requirements as stated in these
requirements and certifies that the policy of insurance represented by said
Certificate includes (but is not limited to ) the coverages designated."
11.1.3.3 If any of the insurance requirements are not complied with at the
renewal date of the insurance policy, payments to the Contractor/Consultant
shall be withheld until all such requirements have been met, or at the option of
the County, the County may pay the renewal premium and withhold such
payments from the monies due the Contractor/Consultant.
11.1.3.4 Failure of the Contractor/Consultant to take out and/or maintain any
required insurance shall not relieve Contractor/Consultant from any liability
under the Agreement, nor shall the insurance requirements be construed to
conflict with or otherwise limit the obligations concerning indemnification.
SECTION 000700
GENERAL AND SUPPLEMENTAL CONDITIONS
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DIVISION 00
CONTRACTUAL SPECIFICATIONS
SECTION 000700
GENERAL AND SUPPLEMENTAL CONDITIONS
11.1.3.5 All notices shall name the Contractor/Consultant and identify the
agreement by contract number or some other form of identification necessary to
inform the County of the particular contract affected.
Subparagraph 11.1.4: Add as follows:
11.1.4 The following additional provisions shall be complied with:
11.1.4.1 The Owner, the Architect and each of their officers, agents and
employees, shall be named as an additional insured on such insurance as
required under Article 11, paragraph 11.1 through 11.1.4.
11.1.4.2 The Contractor shall continue Completed Operations Liability
insurance in force for at least one year after the date of Final Certificate of
Payment.
11.1.4.3 Insurance shall be written by a firm licensed to do business in the State
of Washington with a Best’s rating of no less than A:VII and as approved by the
Owner. Approval of this insurance by the Owner shall not relieve or decrease
the liability of the Contractor hereunder.
11.1.4.4 Any deductibles or self-insured retentions shall be declared to and
approved by the County prior to the approval of the contract by the County.
At the option of the County, the insurer shall reduce or eliminate deductibles
or self-insured retentions or the Contractor shall procure a bond guaranteeing
payment of losses and Contractor shall procure a bond guaranteeing payment
of losses and related investigations, claim administration and defense
expenses.
11.1.4.5 Contractor/Consultant shall include all subcontractors as insured
under its insurance policies or shall furnish separate certificates and
endorsements for each subcontractor. All insurance provisions for
subcontractors shall be subject to all of the requirements stated herein.
11.1.4.6 It is agreed by the parties that insurers shall have no right of recovery
or subrogation against the County (including its employees and other agents
and agencies), it being the intention of the parties that the insurance policies so
affected shall protect both parties and be primary coverage for any and all
losses covered by the above described insurance. It is further agreed by the
parties that insurance companies issuing the policy or policies shall have no
recourse against the County (including its employees and other agents and
agencies) for payment of any premiums or for assessments under any form of
policy. It is further agreed by the parties that any and all deductibles in the
above described insurance policies shall be assumed by and be at the sole risk of
the Contractor/Consultant.
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DIVISION 00
CONTRACTUAL SPECIFICATIONS
SECTION 000700
GENERAL AND SUPPLEMENTAL CONDITIONS
11.1.4.7 It is agreed by the parties that judgments for which the County may be
liable, in excess of insured amounts provided herein, or any portion thereof,
may be withheld from payment due, or to become due, to the
Contractor/Consultant until such time as the Contractor/Consultant shall
furnish additional security covering such judgment as may be determined by
the County.
11.4.8 The County reserves the right to request additional insurance on an
individual basis for extra hazardous contracts and specific service agreements.
11.1.4.9 Claims against the County shall include, but not be limited to,
assertions that the use or transfer of any software, book, document, report,
film, tape or sound reproduction or material of any kind, delivered hereunder,
constitutes an infringement of any copyright, patent, trademark, trade name,
or otherwise results in an unfair trade practice or in unlawful restraint of
competition.
11.1.4.10 The Contractor/Consultant further agrees to provide defense for and
defend any claims or causes of action of any kind or character directly or
indirectly arising out of this Agreement at its sole expense and agrees to bear
all other costs and expenses relating thereto.
Paragraph 11.2: Owner's Liability Insurance
Subparagraph 11.2.1: Delete entire paragraph and substitute the following:
11.2.1 The Owner, at his option, may purchase and maintain such insurance
as will protect him against claims which may arise from operations under the
Contract
15.4 ARBITRATION:
Delete entire title and substitute the following:
The title "Arbitration" is deleted and substituted in its place is "Dispute
Resolution" as the new title of the paragraph, and throughout 15.4 in its entirety.
Paragraph 15.4.1: Revise lines 3-4 as follows:
...shall be settled by the Director of the Jefferson County Department of Central
Services.
END OF SECTION 000700
END OF DIVISION 00
Jefferson County Courthouse
Boiler Replacement
Project Number 30120370
LNS Engineers, Inc. 01 10 00-1/7 January 6, 2020 SUMMARY OF WORK
SECTION 01 10 00 SUMMARY OF WORK
PART 1 – GENERAL
1.01 GENERAL INFORMATION
A.General Provisions Contract, including General and SupplementaryConditions and the Contract Drawings and Division Specification Sections
apply to the work.
B.This Section covers the Scope of Work describing the construction activitiesthat shall take place at the project site as included in the Contract
Documents.
C.Owner, Architect, and Engineers Defined:
1. Owner:
Jefferson County Central ServicesTom Walker, Owners Representative 1820 Jefferson Street Port Townsend, WA 98368 (360) 531-1743
2. Engineer:LNS Engineers, Inc.Larry Storset, Project Representative 7713 Pioneer Way Gig Harbor, WA 98335 (253) 851-5175
D.Job Site Address:Jefferson County Courthouse
1820 Jefferson StreetPort Townsend, Washington 98368
1.02 DESCRIPTION OF THE PROJECT
A.The Jefferson County Courthouse will be occupied and in continuous useduring the work of this contract. All utility services, building systems, access,and egress must be maintained, and the building construction and finishelements, building occupants, and the public shall be protected for theduration of the project.
B.All work shall be coordinated with the Owner and the County Courts and willinclude limitations on daily work hours and noise levels when court is insession.
C.Noise Limitations and Work Hours: Per the City of Port Townsend MunicipalCode Chapter 9.09. For this project, the exterior work hours will be as listedbelow.
1.There will be no work on Sundays, Holidays or Holiday weekends.2.Saturday work hours 9:00 a.m. till 7:00 p.m.
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D.Demolition Work Hours: Demolition work hours shall be Monday throughFriday, 4:30 PM to 11:00 PM and Saturday 7:00 AM to 11:00 PM with noiselimitations to the exterior limited as noted under paragraph above “Noise
Limitations and Work Hours”.
E.Construction Work Hours: Construction work hours will be as listed below:
1.Monday through Friday 7:00 AM to 7:00 PM limited to noise activitiesthat do not disrupt or impact Superior and District Courts.2.Work permitted in proximity to Superior and District Courts during courtlunch breaks.3.Monday through Friday 4:30 PM to 11:00 PM with noise limitations tothe exterior limited as noted under paragraph above “Noise Limitationsand Work Hours”.4.Saturday 7:00 AM to 11:00 PM with noise limitations to the exteriorlimited as noted under paragraph above “Noise Limitations and WorkHours”.
F.The work shall start with the Notice to Proceed, and be substantially completewithin the number of working days as proposed by the Bidder on the Bid Form
000310, and in no case later than after August 30, 2020.
G.Contractor Use of Premises: Limit use of the premises to constructionactivities in areas indicated; allow for Owner occupancy and use by the public.
1.Confine operations to areas within Contract limits indicated. Portions ofthe building beyond areas in which construction activities are indicatedare not to be disturbed.
2.Keep all entrances serving the building clear and available to the Owner,County employees, and the public at all times. Do not use these areasfor storage of materials.
3.Schedule deliveries to minimize space and time requirements forstorage of materials and equipment on site.4.Request approval from the Owner 72 hours in advance for the need tolimit on-site parking for equipment access.5.Protect all building surfaces and materials to remain.
H.Courthouse Fire Alarm System: The Courthouse has an active heat andsmoke detection system.
1.Contractor to coordinate with Owner to deactivate the system whenneeded for the execution of work.2.Contractor is responsible for full time fire watch when the system isdeactivated until the system is reactivated by the Owner.3.Fire watch shall comply with the requirements of the City of Port
Townsend Fire Marshall.
1.03 SCOPE OF WORK
A.This contract includes work as described in the Project Manual. The descriptionis summarized and may not include specific reference to all incidental workelements required to complete the contract. Include all labor, materials,equipment and incidentals required for completion of the work as shown onthe drawings and specified herein.
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1.04 CONTRACTS
A.There will be one Contract for the project, which includes the Work describedin the Project Manual and Drawings.
B.The Contractor shall provide all items, articles, materials, operations ormethods listed, noted or scheduled on the Drawings and/or Project Manual,including all labor, equipment and incidentals necessary and required forproper and timely completion of the Work. The Contractor shall use newmaterials unless specifically noted or directed.
1.05 USE OF DOCUMENTS
A.Technical Specifications are enumerated in the Table of Contents of theProject Manual. The numbering of Sections is for identification only and maynot be consecutive. The Contractor shall check his/her copies of theSpecifications with the Table of Contents to verify that they are complete.The Contractor shall notify the Owner’s Representative of incomplete copies.
1.06 COPIES FURNISHED
A.The Contractor shall be furnished three (3) copies of the Contract Documentswithout charge. The Contractor may obtain additional complete copies by
request at the pre-construction meeting.
1.07 ORDERING LONG LEAD EQUIPMENT/MATERIAL ITEMS
A.The Contractor shall schedule and prioritize the ordering and delivery of
material as required insuring that the Work can be completed within theContract Time.
1.08 CONTRACTOR QUALIFICATIONS
A.Minimum Qualifications:
1.General Contractor must demonstrate successfulexperience with comparable construction work onsignificant historic buildings.2.Contractor shall demonstrate qualifications in accordancewith Section 00 01 00 – Instructions to Bidders Article 5 -
Qualifications.
1.09 WORK QUALITY STANDARDS
A.All Contractor staff must support a strong customer service perspective while occupying the site.
B.The project work is expected to be performed by qualified journey level workers or apprentice level workers under the supervision of experienced journey level individuals. All work to remove and remediate asbestos or lead
paint shall be performed by contractors and workers meeing all applicaple state and federal certification requirements, and shall be performed in conformance with all applicable state and federal requirements. The plans
and specifications require that the highest standard of workmanship and care be performed in the execution of this project. The Owner shall have the right to request removal of employees not exhibiting care in the level of workmanship and safety and care for the surrounding site.
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C.All activities must be the subject of immediate, ongoing clean up andattention to detail. Dirt, debris, materials, tools, and equipment must betreated in such a manner as to have minimum possible effect on visitor's
perception of the facility and the professionalism of the Contractor's effort.
1.10 CONTRACTOR PERSONNEL
A.The Contractor shall at all times utilize experienced trades people working intheir area of expertise as outlined in the technical specifications.
B.Approval of project superintendent: The Contractor, at the request of theOwner, shall provide a detailed resume of the qualifications of the projectsuperintendent proposed to be assigned to the project, their previousemployers, and job experience for the Owner’s review and approval. Theproject superintendent shall be well qualified and skilled in the coordination,scheduling, and implementation of the proposed work. If, in the opinion of theOwner, the proposed superintendent is not well qualified to do the proposedwork, the contractor shall resubmit a more qualified superintendent for theapproval of the Owner before a Notice to Proceed is issued.
C.The Contractor shall employ only fit and skilled persons and maintain proper
order at the place of work and shall maintain each Project Site as a safe andsecure work place conforming to all applicable codes and regulations.
D.All construction personnel (staff, workers and subs) working in or on the
building shall be required to undergo and pass background checks performedby Jefferson County. Provide the following for each personnel to the Owner’sRepresentative:
1.Full Name2.Address
3.Date of Birth4.Other information requested
1.11 CONTRACTOR USE OF PREMISES
A.See Section 01 50 00 for Temporary Facilities requirements.
B. KEYS:
1.When working inside of a controlled and/or occupied facility, it shall be the
Contractor's responsibility to acquire keys for supervisory personnel only.This shall be accomplished in conjunction with the Owner’sRepresentative. The contractor shall maintain general security of the job
site during construction.2.When working inside of the existing facility in which the contractor hassole need for access, a construction core with key will be provided. This
requires a deposit, signing for keys and involves a minimum of three (3)working days to obtain.
C.ACCESS:
1.The Contractor and their subcontractors will be allowed on site onlyduring the established working periods, unless approved otherwise inadvance. The Contractor shall only use the designated location for siteaccess.
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2.The Contractor shall also address issues such as Jefferson Countynormal maintenance activities, service truck routes, special events andother adjacent work that may be taking place.
D.PARKING:
1.The Contractor may use available parking in designated ContractorStaging area within the adjacent park facility, directly across the JeffersonStreet to the south of the Courthouse. There shall be no street parking.Contractor shall be responsible for all personnel, subcontractor, supplierand contractor vehicle parking during the work of this contract. Contractorshall, when notified by the Owner’s Representative or the City of PortTownsend take immediate action to resolve any parking or access issuesthat arise.2.Keep all fire lanes clear and store no materials in facility parking areasunless specifically identified for such use on the contract drawings.3.The Jefferson County Courthouse is an active county courthouse.Contractor parking within the on-site parking, or on the street at thebuilding perimeter shall not be permitted except where specifically
authorized by the Owner’s Representative.4.Contractor shall protect staff and customer access to the building at alltimes, including Sheriff’s access for delivery of inmates to the
Courthouse.
E. STAGING:
1.The Contractor shall prepare a staging plan to show locations ofmaterials, trailers, and fencing layouts.2.Submit staging plan to Owner and Project Representative for approval 72hours prior to start of any work.
F.PROTECTION OF PROPERTY:
1.The Jefferson County Courthouse listed on the National Register ofHistoric Places located within a residential neighborhood.2.Contractors shall familiarize themselves with the site, plan and scheduletheir work to limit the impact on the courthouse and its occupants andvisitors.3.Contractor shall start and end each day with the site in a securecondition.
4.Contractor shall take any and all steps required to protect the existingcourthouse from damage or disturbance by the actions of the Contractors,staff, subcontractors or suppliers.
5.Any damage or disturbance shall immediately be reported to the Owner’sRepresentative.
G.MISCELLANEOUS: Items included, but are not limited to:
1.Maintaining pedestrian and vehicular access to and around existingfacilities.2.Not unreasonably encumbering site with materials or equipment.3.Assuming full responsibility for protection and safekeeping of productsstored on the premises.4.Obtaining and paying for use of additional storage or work areas neededfor operation.5.Patching any damaged existing paving on adjacent properties.
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6.Keeping roads and other areas clean of dirt and other debris.
1.12 STORAGE AND PROTECTION
A.Store products in accordance with manufacturer's instruction, seals and
labels intact and legible.
1.Store products subject to damage by the elements in weather-tightenclosures.2.Maintain temperature and humidity within the ranges required bymanufacturer's instructions.3.Storage of hazardous materials and wastes shall be in accordance withlocal, State and Federal fire codes and regulations.4.Note requirements on Materials Safety Data Sheets (MSDS).
B.EXTERIOR STORAGE:
1.Exterior storage of material shall be subject to approval of the Owner’sRepresentative and shall require fencing with locking provisions or lockingcontainers in designated storage locations.
C.Do not store materials for other projects on site unless specifically approvedby the Owner’s Representative.
1.13 DISPOSAL OF DEBRIS
A.All disposal of debris resulting from the Contract Work shall be theresponsibility of the Contractor. This includes scheduling, costs and
interference in the use of trash collecting, containers, trucks, etc. TheContractor is responsible for awareness of, understanding of, and compliancewith all local, state and federal regulation regarding the disposal of any
hazardous and non-hazardous wastes.
1.14 SAFETY AND ENVIRONMENTAL CONCERNS
A.Material Safety Data Sheets (MSDS) for all chemicals (including paints) usedin the performance of the contractors duties must be identified in advance tothe Owner’s Representative, posted on a specified bulletin board at least 10working days before first using the material, and comply with MSDSrecommended practice.
B. All chemicals used shall be considered from the perspective of its possibleeffect on the building, staff and visitors. All possible protective devices,safeguards, shields, containment and disposal methods shall be initiated andcontinued throughout the period of Contract Occupancy to protect the
building, staff and visitors.
C.The Contractor shall provide barricades, safety guards, temporary fencing,signage and/or other methods to secure trenches, open excavations, and
other unsafe conditions resulting from this construction. Contractor shalladhere to all safety regulations.
D.Means and methods shall be acceptable to the City of Port Townsend Fire
Marshall.
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PART 2 – PRODUCTS: Not Used
PART 3 – EXECUTION: Not Used
END OF SECTION 01 10 00
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SECTION 01 25 00 SUBSTITUTION PROCEDURES
PART 1 – GENERAL
1.01 SUMMARY
A.This section specifies administrative and procedural requirementsfor handling requests for substitutions made after award of the
Contract.
1.02 DEFINITIONS
A.Definitions used in this Article are not intended to change or modify themeaning of other terms used in the Contract Documents.
B.Substitutions: Requests for changes in products, materials, equipment,and methods of cleaning and repair required by Contract Documents
proposed by the Contractor after award of the Contract are consideredrequests for "substitutions." The following are not consideredsubstitutions:
1.Revisions to Contract Documents requested by the Owner or ProjectRepresentative.2.Specified options of products included in Contract Documents.
3.The Contractor's determination of and compliance with governingregulations and orders issued by governing authorities.
1.03 SUBMITTALS
A.Substitution Request Submittal: Requests for substitution will beconsidered only if received within 30 days after commencement of thework. Requests received more than 30 days after commencement ofthe work may be considered or rejected at the discretion of theConsultant.
1.Submit three (3) copies of each request for substitution forconsideration. Submit requests in the form specified and inaccordance with procedures required for Change Orderproposals.2.Identify the product to be replaced in each request. Include relatedSpecification Section and Drawing numbers. Provide completedocumentation showing compliance with the requirements forsubstitutions and the specified form. Include the followinginformation, as appropriate:a.Product Data, including Drawings and descriptions ofproducts and application proceduresb.Samples, where applicable or requestedc.A detailed comparison of significant qualities of theproposed substitution with those of the work specified.Significant qualities may include elements such as
durability, performance, and visual effect.
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d.Coordination information, including a list of changes ormodifications needed to other parts of the work and tocleaning and repair performed by the Owner and separate
Contractors, which will become necessary to accommodatethe proposed substitution.e.A statement indicating the substitution's effect on theContractor's Schedule compared to the schedule withoutapproval of the substitution. Indicate the effect of theproposed substitution on overall Contract Time.f.Cost information, including a proposal of the net change,if any in the Contract Sum.g.Certification by the Contractor that the substitutionproposed is equal-to or better in every significant respect tothat required by the Contract Documents, and that it willperform adequately in the application indicated. Include theContractor's waiver of rights to additional payment or time,which may subsequently become necessary because of
the failure of the substitution to perform adequately.
B.Project Representative’s Action: Within five (5) working days of receipt of
the request for substitution, and the specified form and submittals, theProject Representative will notify the Contractor of acceptance orrejection of the proposed substitution. If a decision on the use of a
proposed substitute cannot be made or obtained within the timeallocated, use the product specified by name.
1.04 CONTRACTOR’S OPTION
A.For Products Specified by Reference Standards and PerformanceRequirements: Select any product meeting or exceeding standards
or performance requirements by any manufacturer.
B.For Products Specified by Names but Indicating Option for Approval ofEquivalent Product: Submit request for approval, as required forsubstitution, for any product not specifically named.
C.For Products Specified by Naming Only One (1) Product and
Manufacturer: No option and no substitution will be allowed.
1.05 SUBSTITUTION FORM
A.Provide the following form in triplicate. Attach continuation sheets asnecessary to complete the form.
PART 2 – PRODUCTS
2.01 SUBSTITUTION
A.Conditions: The Contractor's substitution request will be received and
considered by the Consultant when one or more of the followingconditions are satisfied, as determined by the Project Representative,
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otherwise requests will be returned without action except to record noncompliance with these requirements.
1.Extensive revisions to Contract Documents are not required.2.Proposed changes are in keeping with the general intent of ContractDocuments.3.The request is timely, fully documented, and properly submitted.4.The request is directly related to an "or equal" clause or similarlanguage in the Contract Documents.5.The specified product or method or method cannot be provided
within the Contract Time. The request will not be considered if theproduct or method cannot be provided as a result of Contractor’sfailure to pursue the work promptly or coordinate activities properly.
6.The specified product or method cannot receive necessary approvalby a governing authority, and the requested substitution can beapproved.
7.A substantial advantage is offered the Owner, in terms of cost, time,energy conservation, or other considerations of merit, afterdeducting offsetting responsibilities the Owner may be required tobear. Additional responsibilities for the Owner may include additionalcompensation to the Consultant for redesign and evaluationservices, increased cost of other work by the Owner.8.The specified product or method cannot be provided in a mannerthat is compatible with other materials, and where the Contractorcertifies that the substitution will overcome the incompatibility.9.The specified product or method cannot be coordinated with othermaterials, and where the Contractor certifies that the proposedsubstitution can be coordinated.10.The specified product cannot provide a warranty required by theContract Documents
11.Where a proposed substitution involves more than one primeContractor, each Contractor shall cooperate with the otherContractors involved to coordinate the work, provide uniformity and
consistency, and to assure compatibility of products.
PART 3 – EXECUTION: Not Used
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TO: LNS ENGINEERS, INC. 7713 PIONEER WAY GIG HARBOR, WA 98335
PROJECT NAME: JEFFERSON COUNTY COURTHOUSE BOILER REPLACEMENT
CONTRACTOR or SUBCONTRACTOR:
We hereby submit for consideration, the following product instead of specified item for above
project: SECTION PARAGRAPH SPECIFIED ITEM
Proposed substitution
Attach complete dimensional information and technical data/dimensions including laboratory tests, if
applicable. Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation.
Submit with request all necessary samples and substantiating data to prove equal quality, performance, and appearance to that which is specified. Clearly mark manufacturer's literature to indicate equality in performance. Differences in quality of materials and construction shall be indicated.
Fill in Blanks Below:
A.Does the substitution affect dimensions shown on Drawings?
Yes No If yes, clearly indicate changes:
B.Will the undersigned pay for changes to the building design, including engineering anddetailing costs caused by the requested substitution?
C.What effect does substitution have on other trades, other Contracts, and Contract completion date?
D.What effect does substitution have on applicable code requirements?
E.Differences between proposed substitution and specified item:
F.Manufacturer's guarantees of the proposed and specified items are:
Same Different (explain)
G.List of names and addresses of three (3) similar projects on which the product wasused, Owner's name, address, and telephone, and date:
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H.Cost impact. Indicate total increase or decrease in construction cost including labor and
material breakdown, all contingency, and profit and overhead items:
The Undersigned attests function and quality equivalent or superior to specified items. Submitted By:
Signature Printed Name and Title
Firm Date
Street Address
City, State, Zip
Telephone
Signature must be by person having authority to legally bind his or her firm to the above
term.
Approval By the Architect
Date:
CERTIFICATION OF EQUAL PERFORMANCE For Use by Project Representative:
AND ASSUMPTION OF LIABILLITY FOR Accepted Accepted as Noted EQUAL PERFORMANCE Not Accepted Received Too Late
END OF SECTION 01 25 00
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Jefferson County Courthouse
Boiler Replacement
Project Number 30120370
LNS Engineers, Inc. 01 26 00 -1/2 January 6, 2020 REQUESTS FORINFORMATION
SECTION 01 26 00 REQUESTS FOR INFORMATION
PART 1 – GENERAL
1.01 SECTION INCLUDES
A.The General Conditions require the Contractor to carefully study and
compare the Contract Documents with each other and with informationfurnished by the Owner, and to report at once to the ProjectRepresentative any errors, inconsistencies or omissions discovered,
and require similar actions with respect to field conditions.
1.02 RELATED SECTIONS
A.Section 01 25 00 -Substitutions Procedures
1.03 REQUEST FOR INFORMATION (RFI)
A.Requests by the Contractor for interpretation of the requirements orcontent of the Contract Documents, or for approval of a variation from the
Contractor Documents shall be submitted to the Project Representative.
1.Submit requests on a form acceptable to the Project Representative.2.Include all information necessary for the Project Representative toevaluate the request. Incomplete forms and those that are unclearor inadequately documented will be returned to the Contractor forcompletion or clarification.
3.All such requests shall be submitted by the General Contractor.None will be accepted from Subcontractors, Sub-subcontractors,suppliers, or others except through the General Contractor.4.Submit RFIs in a timely manner. Timing of submittal of complexRFIs and those anticipating a change of Contract Sum orContract Time shall allow for an adequate review period and for
Contractor's submittal and Architect's review of cost and timeproposals subsequent to the RFI response. Method of transmittalto the Project Representative should be consistent with the
requested rapidity of response.5.Project Representative will review RFIs with reasonable promptness.
6.Should the RFI require materials or equipment not specified, submitsubstitution request in compliance with Section 01 25 00.
B.Submit one copy of the Request for Information (RFI) form covering eachindividual request.
1.Complete the form accurately and in full.2.Number RFIs sequentially. RFIs resubmitted shall have an R-with a sequential number added after the letter for tracking.3.If a request has a clear or potential impact on Contract Sum orContract Time, provide specifics in a space provided. If impacts
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are not known in detail, provide as much information as is available or provide order-of-magnitude impact estimates, identified as such. If Contract Sum or Contract Time impact
depends upon the Project Representative's response, check "yes" to identify impact and explain the conditions that will determine cost or time impact in the space provided. 4.Variation requests will be considered only if there is a clear benefitto the Owner. The benefit shall be in terms of cost, time, quality,performance, maintenance, coordination, simplification, or otherclearly identifiable consideration.5.Drawings, diagrams, or additional explanation may be attached tothe RFI form if necessary. However, information required on theform must be included on the form.
C.Response by the Project Representative will be to the specific request asreceived and is not to be interpreted to extend beyond the specifics of therequest.
1.If the Project Representative provides a clarification or approvesa variation which the Contractor believe to impact Contract Sumor Contract Time, a proposal for such work which quantifies theimpacts must be submitted by the Contractor for approval by theOwner.2.Return of the RFI form by the Project Representative does notconstitute authorization to proceed with any work requiring achange in the Contract sum or Contract Time. Any change inContract Sum or Contract Time requires approval by the Owner ofthe Contractor's proposal for the work
PART 2 – PRODUCTS: Not Used
PART 3 – EXECUTION: Not Used
END OF SECTION 01 26 00
50
Jefferson County Courthouse
Boiler Replacement
Project Number 30120370
LNS Engineers, Inc. 01 29 00-1/2 January 6, 2020 APPLICATION FOR PAYMENT
SECTION 01 29 00 APPLICATION FOR PAYMENT
PART 1 – GENERAL
1.01 PAYMENT
A.Payment will be made through Jefferson County Central Services.
B.Applications to be made on AIA Form G702 Application and Certificate forPayment (with AIA Form G703 Continuation Sheet), or accepted.
1.01 PREPARATION OF APPLICATION FOR PROGRESS PAYMENTS
A.Each Application for Payment shall contain the following requiredinformation:
1.Change Orders approved prior to the submittal date of theApplication for Payment;2.A summary of the dollar values which equals the respective
total indicated on the continuation sheets;3.The signature of the responsible individual for the Contractor.
4.Each Application for Payment shall be signed and notarizedprior to being certified and processed for payment.
1.02 CONTINUATION SHEETS
A.All items shown on the Schedule of Values shall be listed by itemnumber, description of Work and scheduled dollar value.
B.For each item, the percentage of completion shall be shown and thetotal dollar value completed as of the date of the Application forPayment. Values shall be rounded off to the nearest dollar. If no workhas been performed on an item, enter zero (0).
C.For items on which progress payments will be requested for materialsstored on-Site, but not installed, Contractor shall describe the specificmaterial, breakdown the cost of materials delivered and unloaded and
indicate the total installed value. Upon request by the ProjectRepresentative, the Contractor shall also provide invoices from theSupplier for the material.
D.At the end of the continuation sheets, list each Change Order approvedprior to the date of the Application for Payment by Change Ordernumber and description. For each such Change Order show thepercentage of completion as of the date of the Application for Payment,the dollar value of the Change Order, and the total dollar valuecompleted as of the date of the Application for Payment.
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Jefferson County Courthouse
Boiler Replacement
Project Number 30120370
LNS Engineers, Inc. 01 29 00-2/2 January 6, 2020 APPLICATION FOR PAYMENT
1.03 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS
A.Upon request by the Project Representative, Contractor shall submitsuch substantiating data for an Application for Payment as the ProjectRepresentative may require. The information shall be submitted with acover letter that sets forth the following:
1.The Project name;2.The date and number of the Application for Payment; and3.A detailed listing of the enclosures.4.Updated Project Schedule5.10-Day Look-ahead Schedule
1.04 PREPARATION OF APPLICATION FOR FINAL PAYMENT
A.Prepare the final Application for Payment as specified for progresspayments. Use continuation sheets as specified for progresspayments for presenting the final accounting statement.
1.05 SUBMITTAL PROCEDURE
A.See Section 13.3 of the General Conditions.
B.On the 25th of each month, or a minimum of two days before the lastweekly site meeting of the month (whichever is sooner), the Contractorshall submit to the Project Representative for review, the Application forPayment filled out and signed by the Contractor covering the Workcompleted as of the date of the Application for Payment andaccompanied by such supporting documentation as is required by theContract Documents.
C.Submit three (3) originals of each Application for Payment with original
notarized signatures. Photocopies will not be accepted.
D.All Applications for Payment shall be accompanied with an updatedProject Progress Schedule.
PART 2 – PRODUCTS: Not Used
PART 3 – EXECUTION: Not Used
END OF SECTION 01 29 00
52
Jefferson County Courthouse
Boiler Replacement
Project Number 30120370
LNS Engineers, Inc. 01 29 73-1/2 January 6, 2020 SCHEDULE OF VALUES
SECTION 01 29 73 SCHEDULE OF VALUES
PART 1 – GENERAL
1.01 GENERAL
A.This Section defines the process whereby the Schedule of Values (lump sumprice breakdown) shall be developed. Monthly progress payment amounts
shall be determined from the monthly progress updates of the ProgressSchedule.
1.02 DETAILED SCHEDULE OF VALUES
A.The Contractor shall prepare and submit two (2) copies of a detailedSchedule of Values to the Project Representative not less than five (5)calendar days prior to the date of the Pre- Construction Conference.
Because the ultimate requirement is to develop a detailed Schedule ofValues sufficient to determine the appropriate monthly progress paymentamounts, sufficient detailed breakdown shall be provided to meet thisrequirement. The Project Representative shall be the sole judge ofacceptable numbers, details and description of values established. If, in theopinion of the Project Representative, a greater number of Schedule ofValues is necessary, the Contractor shall add the additional items soidentified by the Project Representative.
B.Schedule of values shall identify 5% of the Contract Sum to coverpunchlist work, itemized as a separate line item for each line item of work.
Payment of this 5% for each line item will be authorized as each line itemof work is complete and any related testing or inspection is satisfactorilycompleted. Also see Section 00 01 00 Specific Conditions of the Contract.
C.The minimum detail of breakdown of the major Work components isindicated below. Greater detail shall be provided as directed by the ProjectRepresentative.
1.Include mobilization and demobilization as specific line items.2.Each line item on the Schedule of Values shall be identifiedwith the Construction Specifications Institute (CSI) numberand title of the respective major Specifications Sections. EachSection of the Technical Specifications shall be identifiedseparately on the Schedule of Values. Each item shall includea directly proportionate amount of the Contractor's overheadand profit. All figures shall be rounded off to the nearest dollaramount and the sum of all scheduled costs shall equal theContract Price.3.For items on which progress payments will be requested formaterials stored on-Site, but not installed, Contractor shallbreakdown the cost of materials delivered and unloaded andindicate the total installed value as an attachment to eachApplication for Payment.4.The Schedule of Values shall contain a line item for theStatutory Retainage per requirement of RCW 60.28.011, to be
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Jefferson County Courthouse
Boiler Replacement
Project Number 30120370
LNS Engineers, Inc. 01 29 73-2/2 January 6, 2020 SCHEDULE OF VALUES
held until closeout requirements listed in Section 01 77 00 have been met. The retainage amount is as noted in Section
00 01 00 Specific Conditions of the Contract.
D.At the Pre-Construction Conference, the Contractor and ProjectRepresentative shall review the Schedule of Values to determine anynecessary adjustments to the values and to determine if sufficient detailhas been proposed. Any adjustments deemed necessary to the value
allocation or level of detail shall be made by the Contractor and arevised Schedule of Values shall be submitted within five (5) calendardays.
E.Following acceptance of the Schedule of Values by the ProjectRepresentative, the Schedule of Values will be the basis for all monthly
progress payments. Payments will be based upon the percentage ofcompletion of each item shown on the Schedule of Values as of thedate of each Application for Payment, multiplied by the value shown onthe Schedule of Values for such item. The sum total of all items shallthen be the Contractor's "total earnings to date".
1.03 CHANGES TO SCHEDULE OF VALUES
A.In the event that the Contractor and Project Representative agree to makeadjustments to the Schedule of Values because of inequities discovered inthe original accepted detailed Schedule of Values, increases and equaldecreases to values for activities shall be made.
B.In the event of a Change Order which increases or decreases the ContractPrice, the Schedule of Values shall be increased or decreased accordinglyby reference to such Change Order.
PART 2 – PRODUCTS: Not Used
PART 3 – EXECUTION: Not Used
END OF SECTION 01 29 73
54
Jefferson County Courthouse
Boiler Replacement
Project Number 30120370
LNS Engineers, Inc. 01 31 19-1/3 January 6, 2020 PROJECT MEETINGS
SECTION 01 31 19 PROJECT MEETINGS
PART 1 – GENERAL
1.01 PRE-CONSTRUCTION CONFERENCE MEETING
A.The Owner’s Representative will establish the date, time and place for thePre-Construction Conference. The date of the meeting shall be after the bid
award but no later than five (5) calendar days after the contract date. TheOwner’s Representative will conduct the meeting to review responsibilities,procedures, personnel assignments and to exchange preliminary submittals.
The Owner’s Representative shall be responsible for taking and preparingminutes, and distribution via e-mail.
B.Attendees: The Owner’s Representative, Project Representative, the
Contractor and his/her superintendent, major subcontractors, manufacturers,suppliers and other concerned parties.
C.Submittals: The Contractor shall provide a Preliminary ConstructionSchedule; Schedule of Values per Section 01 29 73; list of subcontractors; listof material suppliers, preliminary data submittals, and submittals/shopdrawings for long lead material items identified in the project manual.
D.Agenda: The following items shall be reviewed at the meeting:
1.Lines and methods of communication between theOwner’s Representative, Consultants and Contractor2.Contract Compliance3.Coordination of Projecta.Owner’s Representative’s observationsb.Construction Inspection Planc.Special inspections/testing
d.Working hourse.Date, time and location for weekly construction meetingsf.Safetyg.Traffic controlh.Sound restrictionsi.Verification of schedule compliance and remainingconstruction days4.Submittals to be provided by Contractor at meetinga.Identification of Contractor's Personnel: ProjectManager, Superintendent, other key personnelb.Subcontractor Applicationsc.Critical Path Schedule (preliminary)d.Schedule of Valuese.List of required submittals/ Shop Drawings from Project
Manualf.Subcontractor's Listg.Material Suppliers5.Procedures and sample pay request forms6.Procedures and examples of Design Clarification, FieldDirectives, Modification Proposals (MP), and Change OrderForms
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Jefferson County Courthouse
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LNS Engineers, Inc. 01 31 19-2/3 January 6, 2020 PROJECT MEETINGS
7.Procedures for submitting submittals/shop drawings and requestingsubstitutions8.Responsibility of contractor to maintain record documents9.Emergency Telephone List10.Special Items:a.MSDS Datab.Work Limits/Security and safety-first aid proceduresand confined spaces procedurec.Adjoining Work (if any) in progressd.Permitse.Staging, deliveries, and contractor/employee parking
11.Verification of Drawings and Project Manual by Contractor12.Notice to Proceed date13.Other
1.02 PROGRESS MEETINGS
A.The Owner’s Representative will conduct the weekly progress meetings ona day, time, and location determined at the Pre-Construction Conference.The Owner’s Representative shall be responsible for taking and preparingweekly project minutes. Copies of the minutes shall be distributed toattendees, via e-mail at least four (4) calendar days prior to the nextmeeting.
B.Attendees: Owner’s Representative, Consultant(s), Contractor, FacilityOperator, and other concerned parties such as contractor’s
superintendent, subcontractors, and material suppliers.
C.Agenda: The following items will be reviewed and discussed at eachprogress meeting using a format provided by the Owner’s Representative:
1.Review and approve minutes of the previous meeting.2.Review status, progress, issues related to compliance withconstruction schedule and identify construction days used and
days remaining under the Contract and any request for timeextensions. Determine if schedule needs to be updated to reflectany changes. Develop and maintain a work item schedule status
report.3.Review status/issues/problems of work in progress with needed
action items.4.Review new work that has started prior to the last meetingand/or will be started before the next meeting and identify anyissues, concerns, or problems requiring action.5.Contractor to establish and maintain a submittal/shop drawing logshowing status for all items identified in the project manual usinga format provided by the Owner’s Representative, or acceptedform6.Review status of long-lead time items that may require expedited
review.7.Contractor to establish and maintain log and status of DesignClarifications, Field Directives, MP, and Change Orders using
a format provided by the Owner’s Representative, or accepted
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Project Number 30120370
LNS Engineers, Inc. 01 31 19-3/3 January 6, 2020 PROJECT MEETINGS
form. Review status of pending actions, degree of completion, and the need for processing change orders. 8.Review changes to record documents.9.Review status of work in progress and pay requests.10.Review other issues affecting implementation of project.
PART 2 – PRODUCTS: Not Used
PART 3 – EXECUTION: Not Used
END OF SECTION 01 31 19
57
Jefferson County Courthouse
Boiler Replacement
Project Number 30120370
LNS Engineers, Inc. 01 33 00 -1/5 January 6, 2020 SUBMITTALS
SECTION 01 33 00 SUBMITTALS
PART 1 – GENERAL
1.01 SUMMARY
A.The types of submittal requirements specified in this section include shopdrawings, product data, samples, certificates of conformance or compliance,
certified test or inspection reports, and miscellaneous work-relatedsubmittals. Individual submittal requirements are specified in applicablesections for each unit of work.
1.02 DEFINITIONS
A.Work-related submittals of this section are categorized for convenience asfollows:
1.Shop drawings include specially-prepared technical data for thisproject, including drawings, diagrams, performance curves, datasheets, schedules, templates, patterns, reports, calculations,
instructions, measurements and similar information not instandard printed form for general application to a range of similarprojects.
2.Product data include standard printed information on materials,products and systems; not specially-prepared for this project, otherthan the designation of selections from among available choices
printed therein.3.Certificates of conformance or compliance are documentsattesting that a product complies with a specified standard.4.Certified test (or inspection) reports are documents attesting that aproduct meets a specified level of performance or quality when aprototype specimen is tested or inspected in accordance with aspecified procedure, and consist of a certified statement by theproduct supplier or Contractor accompanied by a complete reportof the inspection or test.5.Miscellaneous submittals related directly to the Work (non-administrative) include weather logs, warranties, maintenanceagreements, workmanship bonds, project photographs, surveydata and reports, physical work records, copies of industry
standards, record drawings, field measurement data, operatingand maintenance materials, overrun stock, and similarinformation, devices and materials applicable to the work andnot processed as shop drawings, product data samples,certificates of conformance or compliance, or certified test
reports.
1.03 GENERAL SUBMITTAL REQUIREMENTS
A.General:
1.All submittals shall be made to the Project Representative and at thesame time to the Owner – submittals shall be made via e-mail andinternet.
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2.Only the Project Representative can review or reject submittals ordeviations and variations from the contract requirements containedin the submittal.
3.Failure on the part of the Contractor to indicate review and approvalon any vendor's or subcontractor's submittals, prior to theirsubmission to Project Representative, will result in their beingreturned to the Contractor without being acted upon.4.No delays in construction occasioned by the Contractor's failure tosubmit material for approval in accordance with the approvedschedule will be excused. Such delays will not be accepted as thebasis for extensions in the Project Schedule.
B.Scheduling: Develop schedule for submittals requiring approval and a"Critical Path Method Schedule."
C.Project Personnel: Within ten (10) calendar days of Notice to Proceed,submit a list of the Contractor's principal staff assignments including: the
primary subcontractors, the Superintendent and other personnel inattendance at the site; identify individuals, their duties andresponsibilities; list their addresses, fax and telephone numbers. Post
copies of the list in the temporary field office, and at each temporarytelephone.
D.Coordination and Sequencing: Coordinate preparation and processingof submittals with performance of the work so that work will not bedelayed by submittals. Coordinate and sequence different categories ofsubmittals for same work, and for interfacing units of work, so that onewill not be delayed for coordination of the Architect's review withanother.
E.Preparation of Submittals:
1.Provide permanent marking on each submittal to identifyproject, date, Contractor, subcontractor, submittal name andsimilar information to distinguish it from other submittals.2.Show Contractor's executed review and approval marking andprovide space for the Architect's action marking. Package each
submittal appropriately for transmittal and handling. Submittalswhich are received from sources other than throughContractor's office will be returned without action.
1.04 CONTRACTOR QUALIFICATIONS
A.Required Qualifications:
1.The firm shall be an experienced contractor with documentedboiler replacement experience in performing work according to thestate of Washington boiler and unfired pressure vessel laws, andhave successfully performed and completed three (3) similar
projects during the last five (5) years. Listed projects shall besimilar in scope and complexity and have been in place at least
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one (1) year.
B.The firm shall be licensed as a General Contractor in the state ofWashington having worked under the same name and ownership for at
least five (5) years.
C.Changes of company name will be evaluated on a case by case basis todetermine compliance with the qualification requirements. Additional
information may be required to supplement proof of organization orownership structure.
D.Qualification Documentation:
1.The apparent low bidder to supply the Owner’s Representative withdocumentation illustrating experience identified in Para. 1.03.Athrough D above within 3 working days of bid opening. Include thefollowing information for each qualified project site:
a.Owner Nameb.Name of Responsible Owner Representative, including titlec.Telephone Number of Owner Representatived.Project Namee.Project Locationf.Name of prime contractor
g.Dates of Execution, including Date of Notice to Proceedand Date of Final Acceptance.h.Brief technical summary of the work, including anypertinent details to demonstrate the requiredexperience.i.Record of Warranty Work performed from date ofFinal Acceptance, including dates and specificdescriptions of work performed.
E.Foreman/ Alternate Foreman
1.The bidder and their subcontractors shall at all times utilize aForeman/ Alternate Foreman for the plumbing and boiler work,able to converse in English, working in their area of expertise who
has a minimum of five (5) years experience on projects that areequal to or greater than in scale and complexity than this project.
2.Provide the following documentation as proof of Foreman/Alternate Foreman experience:
a.Name of Foreman/ Alternate Foreman.b.A list of 5 projects completed under the above named
Foreman/ Alternate Foreman direct supervision.c.Location of each project.d.Name of Owner and prime contractor for each project.e.Project start and completion dates.f.Name and telephone number of the representative of theprime contractor for each project who can verify work
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Boiler Replacement
Project Number 30120370
LNS Engineers, Inc. 01 33 00 -4/5 January 6, 2020 SUBMITTALS
performed by the Foreman/ Alternate Foreman.
1.05 SPECIFIC-CATEGORY SUBMITTAL REQUIREMENTS
A.General: Except as otherwise indicated in individual Work sections, comply
with requirements specified herein for each indicated category of submittal.Provide and process intermediate submittals, where required between initialand final, similar to initial submittals.
B.Shop Drawings: Refer to clause "Shop Drawings, Coordination Drawings,and Schedules" of the General Conditions. Provide newly-preparedinformation, on reproducible sheets, with graphic information at accuratescale (except as otherwise indicated), with name of preparer indicated (firmname). Show dimensions and note which are based on field measurement.Identify materials and products in the work shown. Indicate compliance withstandards, and special coordination requirements. Prepare and submitcoordination drawings where close and careful coordination is required forapplication of products and materials and where limited space availabilitynecessitates maximum utilization of space for efficient application ofdifferent components. Indicate required application sequences.
1.Do not allow shop drawing copies without stamp indicatingacceptance by the Project Representative to be used inthe Work.
2.Initial Submittal: One (1) PDF copy of the shop drawing(s)shall be submitted via e-mail and/or internet to the ProjectRepresentative.
C.Product Data: Collect required data into one submittal for each unit of workor system; and mark each copy to show which choices and options areapplicable to project. Include manufacturer's standard printedrecommendations for application and use including MSDS, compliance withstandards, application of labels and seals, notation of field measurementswhich have been checked, and special coordination requirements. Maintainone set of product data (for each submittal) at project site, available forreference. Submit product data in PDF format via e-mail and/or internet tothe Project Representative.
1.Submittals: Contractor shall not submit product data, or allow itsuse on the project, until he or she has confirmed compliance withrequirements of contract documents. Submittal is for information
and record, unless otherwise indicated. Initial submittal is finalsubmittal unless returned by the Project Representative, markedwith an action which indicates an observed noncompliance.2.Provide a preliminary submittal where required (or desired byContractor) for selection of options by the Project Representative.3.Installer's Copy: Do not proceed with installation of materials,products or systems until final copy of applicable product data is inpossession of Installer.
D.Certificates of Conformance or Compliance: Follow same procedure asfor product data. Where feasible, and/or where required by other
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Project Number 30120370
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sections of specification indicate compliance with the specified standard by means of a label on the container, or on an inconspicuous place on the product.
E.Standards/Manufacturer's Recommendations: Except where specifiedintegrally with "Product Data" submittal, include as a PDF attachment tothe “Product Data” with the submittal to the Project Representative.Where workmanship at project site and elsewhere is governed bystandard, furnish additional copies to fabricators, installers and othersinvolved in performance of the Work. Installation of the item will not be
allowed until the submittal is received and accepted. Failure to furnish theinformation can be cause for rejection of the material.
F.General Distribution: Provide additional distribution of submittals (notincluded in foregoing copy submittal requirements) to subcontractors,suppliers, fabricators, installers, and others as necessary for properperformance of the work.
G.Warranties (Guarantees): In addition to copies desired for Contractor'suse, furnish executed copies, except furnish additional, conformed copieswhere required for maintenance manuals.
1.05 ACTION ON SUBMITTALS
A.Project Representative's Action: Where action and return is required or
requested, the Project Representative will review each submittal, markwith Action, and where possible return within fourteen (14) calendar daysof receipt. Where submittal must be held for coordination, Contractor willbe so advised.
PART 2 – PRODUCTS: Not Used
PART 3 – EXECUTION: Not Used
END OF SECTION 01 33 00
62
Jefferson County Courthouse
Boiler Replacement
Project Number 30120370
LNS Engineers, Inc. 01 52 00 -1/6 January 6, 2020 CONSTRUCTION FACILITIES & TEMPORARY CONTROLS
SECTION 01 52 00 CONSTRUCTION FACILITIES & TEMPORARY CONTROLS
PART 1 – GENERAL
1.01 SUMMARY
A.This section specifies requirements for temporary services, utilities,cleaning and repair support facilities, security, safety and protection.
B.Temporary utilities required include but are not limited to:
1.Water service and distribution; made available by the Owner viaexterior hose bib at Courthouse.2.Temporary electric power and light made available by theContractor, except as provided under this contract.3.Telephone access; made available by the Contractor4.Street use, for parking and staging, made available by the
Contractor; at staging area indicated and parking as allowed bythe City of Port Townsend. Application documents and all permitfees are to be paid by the Contractor.
C.Temporary access to drinking water; these support facilities will be madeavailable by the Contractor.
D.Temporary laydown/staging area is provided for the use of the Contractor.Coordinate and confirm location with the Owner. Restore constructionstaging area to condition present at the time of start of work.
1.Contractor to submit a diagram of the proposed staging area layoutand dimensions to the Owner’s Representative for approval not
later than the Pre-Construction Meeting.2.Provide fenced enclosure with locking gate or locking container.
E.Security and protection facilities required include but are not limited to:
1.Temporary fire protection.2.Barricades, fences, warning signs, lights.
3.Environmental protection, all to be provided by Contractor.
F.Safety and protection includes protection of the building,occupants and the building including:
1.Fire protection.2.Public access.3.Noise control.4.Safety for public and building occupants.5.Safety for Contractor’s personnel.6.Landscape protection.
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LNS Engineers, Inc. 01 52 00 -2/6 January 6, 2020 CONSTRUCTION FACILITIES & TEMPORARY CONTROLS
1.02 QUALITY ASSURANCE
A.Regulations: Comply with industry standards and applicable lawsand regulations if authorities having jurisdiction, including but notlimited to:
1.Building Code requirements.2.Health, safety and environmental protection regulations.3.Police, Fire Department and Rescue Squad rules.
1.03 PROJECT CONDITIONS
A.Temporary Utilities: Prepare information on the Project Scheduleindicating dates for implementation and termination of each utility,
see Section 01 33 00 – Submittals.
B.Conditions of Use: Keep temporary services and facilities clean andneat in appearance. Operate in a safe and efficient manner. Takenecessary fire prevention measures. Do not overload facilities, orpermit them to interfere with progress. Do not allow hazardous,dangerous or unsanitary conditions, or public nuisances to develop orpersist on the site.
C.Safety: The Contractor shall take all necessary precautions to preventinjury to the public, building occupants, or damage to property of others.The public shall include all persons not employed by the Contractor or
subcontractors working under the Contractor's direction. Safety proceduresshall be reviewed at the Pre-Construction Meeting, and as appropriate atthe Weekly Project Meetings. See Section 01 31 19 – Project Meetings.
PART 2 - PRODUCTS
2.01 MATERIALS AND EQUIPMENT
A.Temporary Office: Area for location of field offices will be
determined prior to commencement of Work by JeffersonCounty personnel.
B.First Aid Supplies: Comply with governing regulations.
C.Fire Extinguishers: Provide hand-carried, portable UL-rated, class "A" fireextinguishers for temporary offices and similar spaces. In other locations
provide hand-carried, portable, UL-rated, class "ABC" dry chemicalextinguishers, or a combination of extinguishers of NFPA recommended classesfor the exposures. Comply with NFPA 10 and 241 for classification, extinguishingagent and size required by location and class of fire exposure.
D.Portable Toilet: Provide adequate sanitary toilet facilities for tradespeople. Use of Courthouse facilities is not permitted. Dispose ofwaste as required and comply with governing regulations.
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Jefferson County Courthouse
Boiler Replacement
Project Number 30120370
LNS Engineers, Inc. 01 52 00 -3/6 January 6, 2020 CONSTRUCTION FACILITIES & TEMPORARY CONTROLS
PART 3 - EXECUTION
3.01 TEMPORARY INSTALLATIONS
A.Wash and Toilet Facilities: Install wash and toilet facilities supplied withpotable water at convenient locations for personnel involved in handlingmaterials that require wash-up for a healthy and sanitary condition.
Dispose of drainage properly. Supply cleaning compounds appropriatefor each condition.
1.Provide portable toilets, safety showers, eye-wash fountains andsimilar facilities for convenience, safety and sanitation ofpersonnel.
2.Drinking Water Fixtures: The Contractor shall provide reasonableaccess to drinking water at locations exterior to the building.
B.Collection and Disposal of Waste: Collect waste from cleaning and repairareas and elsewhere daily. Comply with requirements of NFPA 241 forremoval of combustible waste material and debris. Enforce requirementsstrictly. Do not hold materials more than 7 days during normal weather or3 days when the temperature is expected to rise above 80 deg F (27 degC).
1.Handle hazardous, dangerous, or unsanitary waste materialsseparately from other waste by containerizing properly.Dispose of in a lawful manner.
2.Recycle paper, glass and other materials as required by the Ownerand the City of Port Townsend.
3.02 SECURITY AND TEMPORARY FACILITIES
A.Barricades, Warning Signs and Lights: Comply with standards andcode requirements for erection of structurally adequate barricades.
Paint with appropriate colors, graphics and warning signs to informpersonnel and the public of the hazard being protected against. Whereappropriate and needed, provide lighting, including flashing red oramber lights.
B.Street Use: Acquire a Street Use Permit from the City of Port Townsend.Follow all required traffic regulations. Protect pedestrians and vehicles asnecessary.
C.Security Enclosure and Lockup: Where materials and equipment must be
stored, and are of value or attractive for theft, provide a secure lockup.Enforce discipline in connection with the installation and release of materialto minimize the opportunity for theft and vandalism. Areas for storage ofmaterials will be determined prior to the commencement of the work andapproved by the Owner.
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D.Environmental Protection: Provide protection, operate temporary facilities,and conduct cleaning and repair in ways and by methods that comply withenvironmental regulations, and minimize the possibility that air, waterways,
and subsoil might be contaminated or polluted, or that other undesirableeffects might result.
3.03 PROJECT SIGNAGE
A.Provide adequate directional and safety signage for use by buildingoccupants and visitors at all entries and exits to the building, which may
be affected by the work.
1.Provided by the Contractor, installed by the Contractor, in a locationindicated by the Owner.
3.04 SAFETY AND PROTECTION
A.Temporary Fire Protection: Install and maintain temporary fire protectionfacilities of the types needed to protect against reasonably predictableand controllable fire losses. Comply with NFPA 10 "Standard forPortable Fire Extinguishers," and NFPA 241 "Standard for SafeguardingConstruction, Alterations and Demolition Operations."
1.Locate fire extinguishers where convenient and effective for theirintended purpose, but not less than one extinguisher at eachelevation of the building where work is currently in process.2.Store combustible materials in containers in fire-safe locations.3.Maintain unobstructed access to fire extinguishers, firehydrants, temporary fire protection facilities, stairways and
other access routes for fighting fires. Prohibit smoking at thework site and on County property.4.Provide supervision of welding and soldering operations,combustion type temporary heating units, and similar sources offire ignition.
B.Storing, positioning or use of equipment, tools, materials and trash insuch as manner to present a hazard to the public or building occupants
or the building by its accidental shifting, ignition or other hazard isprohibited.
C.Worker Safety
1.Follow applicable regulations by OSHA, as required by the United
States Department of Labor.2.Follow applicable state regulations as required by theWashington State Department of Labor.
3.Provide MSDS information to workers and follow manufacture’srecommendations for safety during all application.
D.Access for the Public and Occupants
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1.When the work is performed over a public thoroughfare, such asa sidewalk, take adequate precautions to close and sign thepassageway. Request approval from the Owner 72 hours in
advance. The Contract shall assure that no corridor, stair, dooror exit shall be obstructed or used in any manner that obstructsingress or egress by the public or building occupants. Adequatesteps shall be taken by the Contractor to protect the public andbuilding occupants.2.Provide adequate precautions to protect the safety of the buildingoccupants and the public when exposure to falling objects exists,and during the erection of scaffolding. Rope off area with trafficcones and caution tape.3.Wherever required the work area shall be fenced, barricaded orotherwise blocked off from the public or building to preventunauthorized entry into the work area. Adequate directional andsafety signage shall be maintained by the Contractor.
E.Schedule and coordinate any required Contractor’s access to theinterior with the Owner's Representative in advance with a minimum of72 hours notice.
F.Material Safety: Prior to beginning the work the Contractor shall obtain andreview the Material Safety Data Sheets (MSDS) for all cleaning, repair,restoration, coating, and painting products. Follow all recommended
procedures to insure safety and health.
3.05 NOISE CONTROL
A.Noise Control: Avoid use of tools and equipment which produce harmfulnoise levels. Restrict use of noise making tools and equipment to hoursthat will minimize complaints from persons or businesses near the site.
B.Maintain a minimum of objectionable noise by observing the following:
1.Equip air compressors with silencing packages.2.Utilize electrically driven equipment rather than gas or diesel ifpossible.
3.Do not exceed noise limits of State Regulations (WAC 173-60-040) orCity ordinance.4.Maintain a decibel meter at the site during the work for
verification of acceptable noise levels.5.If requested by the Owner or Project Representative, testequipment noise within 12 feet of the source, and limit noise to 65
dBA or less. If approved, this level may be exceeded for a total of15 minutes in any one hour period up to 15 dBA, between weekdayhours of 10:00 am and 7:00 pm. Excess noise will be allowed only
if approved in advance by the Owner.
3.06 ALTERNATIVE PROCEDURES FOR BUILDING OCCUPANCY
A.The building will be occupied continuously during the work. When the
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nature of the work prevents isolation, and the public or building occupants may pass through, under, over or be effected otherwise by the work, the use of signal persons, barricades, or other mechanical
means to eliminate hazards shall be employed.
1.All gas or diesel-fired equipment shall be positioned suchthat exhaust into the building is minimized.
2.When cleaning or other conservation materials are to be used at ornear air intake grilles or other openings into the building and the
possibility of any air-born contaminants, volatile organic compounds(V.O.C.), etc., the Contractor shall indicate the sequence of thework at the weekly Project Meeting in advance of its application.
B.If requested by the Owner, the Contractor shall undertake the methodsto minimize the potential effects from off-gassing fumes, pollutants, orair-borne chemicals, and to prevent such from entering the building oraffecting the occupants, including but not limited to the following.
1.Provide fans to redirect off-gassing, curing fumes, etc. away frombuilding openings.2.Provide a temporary closure at the existing building air intakesif necessary, and coordinate this activity with the Owner, andthe Building Mechanical or HVAC Maintenance Personnel.3.Install temporary filters at the building’s air supply grilles during thework, as needed.4.If required by the Owner, the installation of materials whichinclude "off-gassing" or curing is scheduled such that it occursafter building operation is closed.
3.07 TERMINATION AND REMOVAL
A.Unless the Owner requests that it be maintained longer, remove eachtemporary facility when the need has ended, or when replaced by
authorized use of a permanent facility, or no later than SubstantialCompletion.B.Materials and temporary facilities are property of the Contractor.
C.Clean and repair any damage caused by the temporary installation anduse of temporary facilities.D.Restore contractor staging area to the condition present at the start ofwork.
END OF SECTION 01 52 00
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LNS Engineers, Inc. 01 74 00 -1/2 January 6, 2020 CONSTRUCTION WASTE MANAGEMENT
SECTION 01 74 00 CONSTRUCTION WASTE MANAGEMENT PART 1 – GENERAL 1.01 SUMMARY
A. Section includes: Administrative and procedural requirements for construction waste management activities.
B. Salvage: Recovery of materials for on-site reuse or donation to a third party.
C. Hazardous waste shall be provided under Section 02 82 00 – Demolition and Asbestos Remediation and Section 02 83 00 – Lead Paint Remediation.
PART 2 – PRODUCTS
2.01 DEFINITIONS
A. Construction, Demolition, and Land clearing (CDL) Waste: Includes all non-hazardous solid wastes resulting from construction, remodeling, alterations, repair and demolition. Includes material that is recycled, reused, salvaged, or disposed as garbage.
B. Salvage: Recovery of materials for on-site reuse or donation to a third party.
C. Reuse: Making use of a material without altering its form. Materials can be reused on-site or reused on other projects off-site. Examples include, but are not limited to the following: Grinding of concrete for use as sub-base material.
D. Recycling: The process of sorting, cleaning, treating, and reconstituting materials for the purpose of using the material in the manufacture of a new product.
E. Source-Separated CDL Recycling: The process of separating recyclable materials in separate containers as they are generated on the job-site. The separated materials are hauled directly to a recycling facility or transfer station.
F. Co-mingled CDL Recycling: The process of collecting mixed recyclable materials in one container on-site. The container is taken to a material recovery facility where materials are separated for
recycling.
G. Approved Recycling Facility: Any of the following:
1. A facility that can legally accept CDL waste materials for the
purpose of processing the materials into an altered form for the manufacture of a new product.
2. Material Recovery Facility: A general term used to describe a waste-sorting facility. Mechanical, hand-separation, or a combination of both procedures, are used to recover recyclable materials.
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2.02 SUBMITTALS
A.Waste Management Plan: Submit Waste Management Plan via e-mail orinternet within fourteen (14) days of date established for commencement of
the Notice to Proceed.
2.03 WASTE MANAGEMENT PLAN
A.Develop plan consisting of waste types, methods of disposal, handling, andtransportation procedures. Include separate sections in plan for demolitionand construction waste, and proposed methods for salvage, reuse, recyclingand disposal during construction.
B.Waste management plan shall include proposed disposal of hazardous wasteduring construction.
PART 3 – EXECUTION
3.01 CONSTRUCTION WASTE MANAGEMENT, GENERAL PLAN
A.Provide containers for CDL waste that is to be recycled clearly labeled assuch with a list of acceptable and unacceptable materials.
B.The collection containers for recyclable CDL waste must contain no morethan 10% non- recyclable material, by volume.C.Conduct regular visual inspections of dumpsters and recycling bins to remove
contaminants.
3.02 SOURCE SEPARATION
A.General: Separate recyclable materials from CDL waste to the
maximum extent possible. Separate recyclable materials by type.
1.Provide containers, clearly labeled, by type of separated materialsor provide other storage method for managing recyclable materialsuntil they are removed from Project site.
2.Stockpile processed materials on-site without intermixing with othermaterials. Place, grade, and shape stockpiles to drain surfacewater. Cover to prevent windblown dust.
3.Stockpile materials away from demolition area. Do not storewithin drip line of remaining trees.4.Store components off the ground and protect from weather.
3.03 REMOVAL OF CONSTRUCTION WASTE MATERIALS
A.Remove CDL waste materials from project site on a regular basis. Do notallow CDL waste to accumulate on-site.
B.Transport CDL waste materials off property and legally dispose of them.
C.Burning of CDL waste is not permitted.
D.Disposal of hazardous waste shall comply with Section 02 82 00 – Demolitionand Asbestos Remediation and Section 02 83 00 – Lead Paint Remediation.
END OF SECTION 01 74 00
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SECTION 01 74 32 FINAL CLEANING
PART 1 – GENERAL
1.01 SUMMARY
A.This section includes administrative and procedural requirements for finalcleaning of the Work prior to acceptance by Owner, including but not limited
to.
1.Cleaning Procedures
2.Inspection
B.Do not use cleaning materials that may damage finished surfaces.
C.Do not use cleaning materials hazardous to health or property.
D.Use only cleaning materials and methods recommended by manufacturer of
item or material to be cleaned.
PART 2 – PRODUCTS: Not Used
PART 3 – EXECUTION
3.01 FINAL CLEANING
A.Cleaning: Employ experienced workers or professional cleaners for finalcleaning. Clean each surface or unit to the condition expected in a typicalcommercial building/site cleaning and maintenance program. Comply withmanufacturer’s instructions. Final cleaning includes but is not limited to thefollowing procedures:
1.Remove dust and dirt in corners.
2.Remove grease, mastic, adhesives, glazing compounds, dust, dirt,
stains, fingerprints, non- permanent labels, and other foreign materialsfrom interior and exterior surfaces exposed to view.
3.Clean hard-surface finishes to dirt-free condition, free of dust, stains,
films and similar noticeable distracting substances.
4.Remove excess lubrication and other substances from mechanicaland electrical equipment.
B.Remove debris and surface dust from limited-access spaces includingtrenches, equipment vaults, manholes, catch basins, and similar spaces
C.Clean project site (yard and grounds) use for temporary storage to conditionprior to start of project. Sweep paved areas to a broom-clean condition.
D.Leave concrete floors broom-clean.
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E.Extra Materials: Where excess materials of value remain after completion ofassociated Work, they become the Owner’s property. Dispose of thesematerials as directed by the Owner.
3.02 INSPECTION
A.Prior to requesting inspection for certification of SubstantialCompletion, inspect exposed surfaces. Verify entire Work is clean.
B.Prior to certifying Substantial Completion, the Owner will make adetailed inspection of the Boiler Room and site, and will prepare acheck list of cleaning and debris removal remaining to be completedbefore certification of Substantial Completion. Complete items on theOwner’s check list, so that entire Project is clean and ready foroccupancy by staff and public.
END OF SECTION 01 74 32
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LNS Engineers, Inc. 01 77 00 -1/2 January 6, 2020 CLOSE OUT PROCEDURES
SECTION 01 77 00 CLOSE OUT PROCEDURES
PART 1 – GENERAL
1.01 SUMMARY
A.This section specifies administrative and procedural requirements for projectclose out, including, but not limited to:
1.Submittal of the maintenance manual, warranties, and recorddocuments
2.Substantial completion and "punch lists"
3.Release of retainage and application for final payment
B.Other requirements related to the Project Close Out are included inappropriate Sections in Divisions 22 through 26. Specific requirements are
included in the following:
1.Section 01 52 00 – Construction Facilities and Temporary Controls
2.Section 01 74 32 – Final Cleaning
1.02 MAINTENANCE MANUALS
A.Provide copies of a Maintenance Manual via e-mail and internet to ProjectRepresentative and Owner’s Representative prior to request for finalacceptance to the Project Representative. The manual shall containinformation on the boilers and boiler systems. Organize the manual in abookmarked PDF format with a typed table of contents and a title page withthe Project and Contractor identified
B.Information included shall include the following
1.Material suppliers and manufacturers including name, address, andphone; and materials or product names and reference order numbers.
2.Manufacture’s maintenance and Operation instructions for the boilers,
boiler controls and boiler feed water system.
3.Executed certificates, warranties from manufactures and suppliers.
C.Incomplete manuals will be returned for correction before final acceptance by
the Project Representative.
1.03 SUBSTANTIAL COMPLETION
A.Prior to requesting final inspection ("punch list") from the Project
Representative for Substantial Completion, complete the following:
1.Submit written notice that the project is substantially complete
2.Provide a list of items not yet in conformance with the ContractDocuments
3.Submit record drawings, maintenance manuals and warranties
4.Obtain and submit liens enabling the Owner's full and unrestricted useof the work, and access to services and utilities
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5.Obtain and provide building inspections and similar releases.
B.Inspection ("Punch") Review Procedures: The Project Representative, uponreceipt of the request and submittal and approval of required materials, will
provide the initial site inspection and advise the Contractor of unfulfilledrequirements. The Project Representative will reinspect the site, whennotified by the Contractor that the work is complete, to verify that allcorrections have been made and requirements fulfilled. The Contractor shallcomplete the work or make required corrections before the work is acceptedfor Substantial Completion. If necessary, the Project Representative willrepeat the procedure of inspection.
C.Boiler Systems Startup: Substantial completion shall be subject to startupand commissioning of the boiler systems and submittal of startup andcommissioning reports and the Certificate of Inspection to be issued to theOwner per requirements of Chapter 296-104 WAC as required under Section23 51 39 – Steel Fire-Tube Boilers.
D.Issuance: Upon a satisfactory final inspection and completion of the work, theProject Representative will prepare a Certificate of Substantial Completion
and forward it to the Contractor. The Contractor shall sign and forward theCertificate to the Owner. If all required items are complete, the Owner willsign the Certificate accepting the work as Substantially Complete.
1.04 FINAL ACCEPTANCE
A.Procedure: Before requesting final acceptance and payment, the Contractorshall complete the requirements of the General Conditions of the Contract,
and the following:1.Provide the Owner with any required extra stock or building materials
2.Submit the Application for Payment request with final releases andsupporting documentation not previously submitted
3.Submit a copy of the Project Representative's final punch list, with theProject Representative's statement that all items are complete,endorsed and dated by the Architect
PART 2 – MATERIALS: Not Used
PART 3 – EXECUTION: Not Used
END OF SECTION 01 77 00
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SECTION 02 41 00 SELECTIVE DEMOLITION
PART 1 - GENERAL
1.01 SUMMARY
A.Section includes:
1.Selective demolition.
2.Removal and salvage of existing boiler tube sheet access doors.
3.Disposition of removed items and materials.
4.Excavation associated with this Project.
5.Protection of construction and assets.
6.Restoration of damage resulting from demolition activities.
7.Maintaining building utilities.
1.02 REFERENCES
A.American National Standards Institute – www.ansi.org.
1.ANSI A10.6 – Safety Requirements for Demolition Operations.
B.National Fire Protection Association – www.nfpa.org.
1.NFPA 70 – National Electrical Code.
2.NFPA 72 – National Fire Alarm Code.
3.NFPA 101 – Life Safety Code.
4.NFPA 241 – Standard for Safeguarding Construction,Alteration and Demolition Operations.
C.Occupational Safety and Health Administration – www.osha.gov.
D.Washington State Legislature – www.leg.wa.gov.
1.WISHA.
1.03 RELATED SECTIONS
A.Section 01 10 00 – Summary of Work
B.Section 01 74 00 – Construction Waste Management
C.Section 02 82 00 – Demolition and Asbestos Remediation
D.Section 02 83 00 – Lead Paint Remediation
1.04 DEFINITIONS
A.Existing to Remain: Items that are to remain in current locations and that are
not otherwise indicated to be removed, salvaged, reinstalled and recycled.
B.Remove: Detach items from existing construction and legally dispose of themoff-site, unless indicated to be removed and salvaged or removed andreinstalled.
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C.Remove and Salvage: Detach items from existing construction and deliverthem to Owner.
D.Remove and Reinstall: Detach items from existing construction, prepare themfor reuse, and reinstall them where indicated.
1.05 SYSTEM DESCRIPTION
A.Protect adjacent construction and assets including landscaped areas,
building elements, finish surfaces, railings, utilities, pavement, sidewalks,concrete structures, manholes, electrical items including poles, automobiles,trucks, equipment, scales, and other items. Contractor shall repair or replaceany damages at no cost to the Owner and to the Owners satisfaction.
B.Perform demolition work in close coordination with the Owner.
1.Consult regularly, on as frequently as a daily basis, with the Ownerbefore scheduling work activities involving demolition.
2.Request authorization from the Owner prior to undertaking anydemolition work activity for which the Contractor shall intend to claimadditional compensation, or additional time.
C.Selectively demolish and remove only those existing permanent
improvements indicated to be removed on the Drawings, and as identified inthis Section.
D. Remove and salvage the existing boiler tube sheet cast iron doors anddeliver to Owner to a location as directed by the Owners Representative.
E.Excavate, handle, and remove earth, soil, rock, quarry spalls, mulch, and
related materials in those areas and limited locations as indicated on theDrawings, as identified in this Section, and as necessary to perform the Work.
1.Instruct all truckers, equipment operators, and others as to the
permissible traffic lanes, routes, and procedures that have beenaccepted by the Owner and as required by the City of Port Townsend.
F.Perform temporary modifications deemed necessary by the Contractor and
that are acceptable to the Owner for water lines, electrical conduits, valving,drainage, underground items, assemblies of equipment and apparatus, andother facility services to assure the entire facility remains fully functional and
unaffected by construction processes and activities.
1.Temporary modifications shall be made sufficiently equivalent to thepermanent installations so as to not affect or limit performance andoperation of the Courthouse functions.
G.Existing Utilities:
1.Locate utilities within or adjacent to the Work Area.
2.Take all necessary precautionary measures to protect Work Areautilities.
3.Provide adequate means of support and protection during removaloperations for utilities that are to remain in service.
4.Do not interrupt existing utilities serving facilities occupied by theCourthouse staff and public. All necessary utility shutdowns to
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accomplish work shall be scheduled with the Owner and shall occur only during hours which will not affect Courthouse functions and then
only after acceptable temporary utility services have been provided if required by the Owner.
5.Provide minimum seven calendar days notice to the Owner and
receive written notice to proceed before interrupting any utility.
1.06 MATERIALS OWNERSHIP
A.Except for items or materials indicated to be reused, salvaged, reinstalled, orotherwise indicated to remain Owner’s property, demolished materials shallbecome Contractor’s property and shall be removed from Work Area anddisposed in accordance will applicable Federal, State and local regulations.
1.07 SUBMITTALS
A.General: Submit the following:
1.Proposed Dust-Control and Noise Control Measures: Submitstatement or drawing that indicates the measures proposed for use,proposed locations, and proposed time frame for their operation.Identify options if proposed measures are later determined to beinadequate.
2.Schedule of Selective Demolition Activities: Indicate the following:
a.Detailed sequence of selective demolition and removal work,with starting and ending dates for each activity. EnsureOwner’s on-site operations are uninterrupted.
b.Temporary interruption of utility services.
c.Coordination for shutoff, capping, and continuation of utility
services.
d.Locations of temporary partitions and means of egress,including for other tenants affected by selective demolitionoperations.
e.Coordination of Owner’s continuing occupancy of portions of
existing building.
f.Coordination of Selective Demolition Activities with work underSection 02 82 00 – Demolition and Asbestos Remediation andSection 02 83 00 – Lead Paint Remediation.
1.08 QUALITY ASSURANCE
A.Demolition Firm Qualifications: A firm with a minimum of five years
specialized experience in demolition work similar in material and extent tothat indicated for this Project.
B.Regulatory Requirements:
1.Comply with hauling and disposal regulations of authorities havingjurisdiction.
C.Standards: Comply with ANSI A10.6 and NFPA 241.
D.Pre-Demolition Conference: Conduct conference at Work Area. Reviewmethods and procedures related to selective demolition including, but not
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limited to, the following:
1.Inspect and discuss condition of construction to be selectively
demolished.
2.Review structural load limitations of existing structure.
3.Review and finalize selective demolition schedule and verify
availability of materials, demolition, personnel, equipment, andfacilities needed to make progress and avoid delays.
4.Review requirements of work performed by other trades that rely on
substrates exposed by selective demolition operations.
1.09 PROJECT/SITE CONDITIONS
A.Owner will occupy all portions of the building immediately adjacent toselective demolition area. Conduct selective demolition so Owner’soperations will not be disrupted.
B.Provide notice to Owner of approved demolition activities not less than 72
hours prior to start of activities.
C.Maintain access to existing walkways, corridors, and other adjacent occupied
or used facilities.
D.Do not close or obstruct walkways, corridors, or other occupied or usedfacilities without written permission from Owner and authorities havingjurisdiction.
E.Owner assumes no responsibility for condition of areas to be selectivelydemolished.
F.Conditions existing at time of inspection for bidding purpose will bemaintained by Owner as far as practical.
G.Hazardous Materials: Handle and dispose of hazardous materials inaccordance with Section 02 82 00 – Demolition and Asbestos Remediationand Section 02 83 00 – Lead Paint Remediation.
H.Storage or sale of removed items or materials on Owner’s Property isprohibited.
I.Utility Service: Maintain existing utilities indicated to remain in service andprotect them against damage during selective demolition operations.
J.Maintain fire-protection alarm and notification systems in service during
selective demolition operations. Where fire-protection alarm and notificationsystems are required to be disabled for execution of selective demolition,provide fire watch personnel as required for notification of building occupantsand as required by the City of Port Townsend Fire Marshall.
1.10 OWNER’S INSTRUCTIONS
A.Disposition of Removed Items and Materials.
1.Unless otherwise indicated, removed items and materials shallbecome the property of the Contractor.
2.No requirement of this Section shall be interpreted in a manner toviolate applicable state, local, federal laws, regulations and
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requirements pertaining to the Work.
3. Excavated Materials:
a.Stockpiling is not acceptable unless the Contractor agrees toprovide closed, covered containers acceptable to the Owner,and which are suitably positioned inside the Contractor’spermissible work area limits.
b.The Contractor is responsible to maintain any such containerscontaining excavated materials dry, and in a protected mannerso as to avoid sediment and contamination entering thesanitary or storm drainage systems.
c.Excavated materials shall not reused in the completed Work.
PART 2 - PRODUCTS
2.01 REPAIR MATERIALS
A.Use repair materials identical to existing materials unless otherwise directedby Owner.
1.If identical materials are unavailable or cannot be used for exposedsurfaces, use materials that visually match existing adjacent surfaces
to the fullest extent possible.
a.Material selected must be approved by Owner prior toinstallation.
2.Use materials whose installed performance equals or surpasses thatof existing materials.
B.Comply with material and installation requirements specified in individualsections.
PART 3 - EXECUTION
3.01 EXAMINATION
A.Prior to construction, Contractor shall:
1.Verify that utilities have been disconnected and capped.
2.Survey existing conditions and correlate with requirements indicatedto determine extent of selective demolition required.
3.Inventory and record the condition of items to be removed andreinstalled and items to be removed and salvaged.
4.When unanticipated mechanical, electrical, or structural elements thatconflict with intended function or design are encountered, investigateand measure the nature and extent of conflict. Promptly submit awritten report to Owner.
B.Perform surveys as the Work progresses to detect hazards resulting from
selective demolition activities.
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3.02 UTILITY SERVICES
A.Existing Utilities: Maintain services indicated to remain and protect themagainst damage during selective demolition operations as required in Section01 10 00.
B.Provide temporary services during interruptions to existing utilities asacceptable to Owner and to authorities having jurisdiction.
1.Provide at least seventy-two hours notice to Owner if shutdown ofservice is required during changeover.
C.Utility Requirements: Locate, identify, disconnect, and seal or cap offindicated utilities serving areas to be selectively demolished.
1.Owner will arrange to shut off indicated utilities when requested byContractor.
a.Utilities intended to be shut off that will cause a disruption ofutility service must be approved by Owner and scheduled atan time that will minimize the impacts on Owner’s operations.
2.If utility services are required to be removed, relocated, orabandoned, before proceeding with selective demolition, providetemporary utilities that bypass area of selective demolition and thatmaintain continuity of service to other parts of building.
3.Cap, valve off, or plug and seal remaining portion of pipe orconduit after bypassing.
3.03 PREPARATION
A.Electrical Power Service:
1.Electrical power service is not to be interrupted at any unscheduled orunapproved time during the construction.
a.Interruptions to electrical power in the Courthouse Buildingshall be conducted in accordance with Section 01 10 00.
B.Water and Sanitary Sewer Service:
1.Water and sanitary sewer service may be interrupted to theCourthouse only as provided in Section 01 10 00.
2.The Contractor is required to relieve air from any watersystem of the facility that is introduced to the plumbing pipingas a result of any Contractor-initiated shut-down.
C.Site Access and Temporary Controls: Conduct selective demolition anddebris-removal operations to ensure minimum interference with roads,streets, walks, walkways, and other adjacent occupied and used facilities.
1.Do not close or obstruct streets, walks, walkways, or other adjacentoccupied or used facilities without permission from Owner andauthorities having jurisdiction.
2.Provide alternate routes around closed or obstructed traffic ways ifrequired by governing regulations.
3.Erect temporary protection, such as walks, fences, railings, canopies,
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and covered passageways, where required by Owner and authorities having jurisdiction.
4.Protect existing site improvements, appurtenance, and landscaping toremain.
D.Temporary Facilities: Provide temporary barricades and other protectionrequired to prevent injury to people and damage to property.
1.Owner may require work be conducted during non-operating hours.
2.Provide alternate routes around closed or obstructed traffic way, if
required by Owner.
3.Provide protection to ensure safe passage of people around selectivedemolition area and to and from occupied portions of building.
4.Protect walls, ceilings, floors, and other existing finish work that are toremain or that are exposed during selective demolition operations.
5.Cover and protect furnishings and equipment within the work area
that have not been removed.
3.04 POLLUTION CONTROLS
A.Dust Control:
1.Use water mist, negative pressure ventilation, vacuuming and othermeasures as required to limit spread and propagation of dust outsideof the work area.
2.Do not allow dust and/or dust control measures to enter other areas ofthe building through interior doors or exterior doors and windows.
B.Comply with governing environmental-protection regulations.
1.Do not use water spray or misting when it may damage existingconstruction or create hazardous or objectionable conditions.
2.Wet mop floors to eliminate trackable dirt and wipe down walls and
doors of demolition enclosure. Vacuum carpeted areas.
C.Disposal: Remove and transport debris in a manner that will preventspillage on adjacent surfaces and areas.
3.05 DEMOLITION
A.Remove only those items, equipment and devices from inside or otherwiseattached to the existing building that are indicated/identified “TO BE
REMOVED” on the Drawings.
1.Neatly cut openings and holes plumb, square, and true to dimensionsrequired.
2.Use cutting methods least likely to damage construction to remain oradjoining construction.
3.Temporarily cover openings to remain.
4.Cut or drill from the exposed or finished side into concealed surfacesto avoid marring existing finished surfaces.
5.Comply with applicable WISHA, OSHA and other safety regulations
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when performing demolition activities.
6. Remove suspended equipment and piping and lower to ground by
method suitable to avoid free fall and to prevent ground impact or dustgeneration.
7.Dispose of demolished items and materials promptly.
8.Return elements of construction and surfaces that are to remain tocondition existing before selective demolition operations began.
B.Protect and store items indicated to be reused.
1.The Contractor is responsible to ensure the protected and storeditems are returned to service.
2.In the event items indicated to be reused are lost, stolen, damaged, orotherwise not available for return to service, the Contractor shallreplace and install new items of equal or greater quality, to the
satisfaction of the Owner.
C.Existing Items to Remain:
1.Protect construction indicated to remain against damage and soilingduring selective demolition.
2.When permitted by Owner, items may be removed to a suitable,protected storage location during selective demolition and cleanedand reinstalled in their original locations after selective demolitionoperations are complete.
D. Demolition Noise:
1.Minimize noise and dust impacts and schedule high noise leveldemolition activities to occur after occupied hours or as permitted inadvance by the Owner.
2.Limit noise production of air compressors, impact wrenches, impacthammers and drilling operations.
3.Schedule activities to reduce impacts on facility operationand users of the facility.
4. Concrete:
a. Concrete slabs-on-grade: Saw-cut perimeter or area to bedemolished.
b.Concrete saw-cuts shall be full depth of concrete.
E.Plumbing:
1.Coordinate work of this Section with Division 22.
2.Remove and dispose of those portions of plumbing piping
indicated on the Drawings to be removed.
a.Shutdowns will be temporary and will not affect normaloperating hours.
b.Coordinate demolition of plumbing piping with the Owner priorto shutting off the water to the system.
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c.Expedite the work or install shut-off valves in accessiblelocations to permit the facility to operate as normal during
demolition and construction.
F. Mechanical:
1. Coordinate Work of this Section with Division 23.
G.Electrical:
1.Coordinate Work of this Section with Division 26.
3.06 PATCHING AND REPAIRS
A.Promptly repair damage to adjacent construction caused by selectivedemolition operations.
B.Repairs: Where repairs to existing surfaces are required, patch to produce
surfaces suitable for new materials.
C.Finishes: Restore exposed finishes of patched areas and extend restorationinto adjoining construction in a manner that eliminates evidence of patchingand refinishing.
3.07 DISPOSAL OF DEMOLISHED MATERIALS
A.Promptly dispose of demolished materials.
B.Do not allow demolished materials to accumulate on-site.
C.Burning: Do not burn demolished materials.
D.Disposal: Transport demolished materials and dispose of at
legal off-site waste disposal location.
3.08 FIELD QUALITY CONTROL
A.Hazards:
1.Welding and Cutting:
a.Provide and implement a visual screening and separation planto eliminate the possibility that facility users will be in direct lineof sight with welding operations in progress.
b.Periodically and continuously adjust screening andseparation devices to assure that facility users are not
within direct line of sight of welding operations inprogress.
2.Fire Protection:
a.Do not use cutting torches until the work area iscleared of flammable material.
b.Provide fire suppression as required by authorities havingjurisdiction.
B.Daily Cleanup:
1.Maintain an orderly work site.
2.Maintain clearly distinguishable work areas.
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3.Keep debris, stockpiles, and sorted materials out of areasused for transportation and vehicle movements.
4.Remove contaminated and unsafe materials from the site inan expedient manner and without delay.
5.Remove nails, sharp objects and other hazards to tires andvehicles in a continuous and diligent manner.
3.09 CLEANING
A.Daily Cleanup:
1.Maintain an orderly work site.
2.Maintain clearly distinguishable work areas.
3.Keep debris, stockpiles, and sorted materials out of areasused for transportation and vehicle movements.
4.Remove contaminated and unsafe materials from the site inan expedient manner and without delay.
5.Remove nails, sharp objects and other hazards to tires andvehicles in a continuous and diligent manner.
END OF SECTION 02 41 00
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SECTION 02 82 00 DEMOLITION AND ASBESTOS REMEDIATION
PART 1 – GENERAL
1.01 WORK INCLUDED
A.The work shall consist of the removal and disposal of suspected asbestoscontaining materials (ACM) in the existing steam boiler and existing steam
and condensate pipe joints. See Appendix A for a Good Faith Inspection forAsbestos Containing Materials.
B.A Pre-Demolition meeting with the Owner, Project Representative, Owner’s
Special Inspection Consultant (Owner’s Representative), the Contractor,demolition, abatement and other subcontractors who will be working in theBoiler Room to coordinate the work from development of the demolition plan
through completion of the boiler and piping demolition.
C.The work of this section is to be carefully coordinated with the work of otherdemolition in the Boiler Room under Section 02 41 00 – Selective Demolition.The asbestos abatement contractor shall coordinate with othersubcontractors in development of a written work plan for asbestos abatementwork.
D.The work of this section will include the removal of suspected asbestoscontaining materials (ACM) from the existing boiler tube sheet cast ironaccess doors with a certification report confirming the access doors containno ACM prior to salvage and delivery of the doors to the owner.
E.Related Sections
1.Section 01 10 00 – Summary of Work
2. Section 01 74 00 – Construction Waste Management
3. Section 02 41 00 – Selective Demolition
4.Appendix A – Good Faith Inspection for Asbestos ContainingMaterials
1.02 QUALITY ASSURANCE
A.Site Inspection: The Contractor shall inspect and become familiar with theproposed work site, conditions and circumstances.
B.Demolition Permits & License: The Contractor providing demolition of the
existing steam boiler and associated piping shall be certified as an asbestoscontractor per requirements of Chapter 296-65 WAC – Asbestos Removaland Encapsulation. Before beginning work, the Contractor shall provide theOwner’s Representative with copies of all permits, licenses, and certificationsin accordance with local, state and federal agencies.
C.Notification and Reporting: The Contractor disturbing asbestos containingmaterials (ACM) shall provide all information regarding abatement activities tostate and local agencies in accordance with applicable regulationsconcerning asbestos removal work. Notification shall be provided by theContractor prior to demolition and abatement activities. The Contractor shallprovide copies of all reports and authorization information to the Owner’s
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Representative prior to work. Owner is responsible to inform all employees about the work being performed to include the presence and location of ACM.
D.Onsite Supervisor: The contractor shall provide a trained supervisor to
remain on site during all demolition and removal work in accordance with State regulations. The contractor shall provide evidence of the supervisor's training and certification to the Owner’s Representative before any work begins.
PART 2 – PRODUCTS (Not Used)
PART 3 – EXECUTION
3.01 GENERAL
A.Abatement work shall only occur within the Boiler Room. The Courthouse willbe occupied by staff and the public.
B.Abatement procedures and processes shall not leak, migrate or filter into theCourthouse.
C.Access to the Courthouse shall not be hindered.
D.All asbestos containing materials shall be hauled to an approved landfilldisposal site in compliance with local, state and federal agencies.
3.02 AIRBORNE ASBESTOS PARTICULATE TESTING
A.The contractor shall monitor and test for airborne asbestos particlesduring working hours within the area of Boiler Room as well as
collecting personal samples. The contractor shall conduct operationsto keep airborne particles beyond this area within the establishedregulation limits. The contractor shall furnish the Owner’sRepresentative copies of correspondence, test results,recommendations and other information to document contractor'scompliance with the following requirements:1.The Owner’s Representative shall be notified when airsampling is taking place. The contractor shall providedocumentation with results to the Owner’s Representativewithin 24 hours after the sampling has been completed.2.During asbestos removal, the Owner’s Representative may
visit the site and conduct air monitoring as well. Thecontractor shall cooperate and coordinate with the Owner’sRepresentative.
3.03 DISPOSAL
A.All asbestos containing material shall be disposed in accordance withapplicable local, state and federal agencies regulations.
B.The contractor shall provide a Waste Shipment Record to the waste siteowner or operator at the time the waste is delivered to the waste disposalsite. A copy of the Waste Shipment Record shall be provided to the Owner’sRepresentative.
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C.The Owner’s Representative will keep records of removal, stockpiling,trucking, and landfill disposal site used. No salvage of items containingasbestos material will be permitted.
3.04 COMPLETION OF WORK
A.When asbestos removal is completed, all work shall be inspected by thecontractor for the presence of asbestos debris and residual. Removal andcleaning shall continue until the final visual assessment is performed by theOwner’s Representative and passes. The Contractor will be responsible forensuring that:1.The work area is free of asbestos;2.The removal of asbestos containing material was performed asrequired;3.The work area is found acceptable by the Project Representative andOwner;4.Closeout Documents. Work will also be considered completed uponreceipt provided by the Contractor to the Project Representative of a
certified statement from the disposal facility, signed by an officialthereof, that the asbestos containing material has been accepted anddisposed of in accordance with all applicable laws, codes, rules, and
regulations. The contractor shall include with the waste manifest allclose out documents to include notifications, permits, daily logs, airmonitoring results, etc. have been turned in and accepted by theOwner’s Representative.
3.05 QUALITY CONTROL
A.The Owner will employ a special inspection consultant for this work to providemonitoring services of the asbestos abatement work directly to the Owner.The work of this special inspector shall not absolve the Contractor from thetesting requirements delineated in subsections 3.02 and 3.03 above.
B.The Contractor shall be responsible for notifying the special inspectionconsultant a minimum of forty-eight (48) hours prior to start of the abatementwork.
C.The special inspection consultant will monitor the abatement work for
compliance with these specifications, and will immediately verbally report tothe Contractor, asbestos abatement subcontractor, Project Representative,and Owner’s Representative of any abatement work or procedures not being
followed as specified herein. Each report will be followed up with a writtennotice to all parties within 24 hours of each infraction. The Contractor shall,upon having received the verbal notice, immediately correct any abatement
work action or procedure not being adhered to. Failure to correct anyinfraction identified in abatement work or procedure may result in a breach ofcontract.
END OF SECTION 02 82 00
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SECTION 02 83 00 LEAD PAINT REMEDIATION
PART 1 – GENERAL
1.01 WORK INCLUDED
A.The work shall consist of the removal and disposal of wood trim and windowsremoved from the exterior wall of the Boiler Room for installation of a new
combustion air intake louver.
B.The work of this section is to be carefully coordinated with the work of otherdemolition in the Boiler Room under Section 02 41 00 – Selective Demolition.
C.Related Sections
1.Section 01 10 00 – Summary of Work
2. Section 01 74 00 – Construction Waste Management
3.Section 02 41 00 – Selective Demolition
4. Section 23 37 00 – Louvers
5. Appendix B – Good Faith Inspection for Lead Paint Containing
Materials
1.02 QUALITY ASSURANCE
A.Site Inspection: The Contractor shall inspect and become familiar with theproposed work site, conditions and circumstances.
B.The work of this section shall comply with Chapter 296-155 WAC – SafetyStandards for Construction Work.
PART 2 – PRODUCTS (Not Used)
PART 3 – EXECUTION
3.01 GENERAL
A.Construction work to remove painted wood trim, paint from window trim toremain in place, wood window frames and windows shall comply with WAC296-155-176 Lead with workers having been trained in the requirements of
this WAC.
3.02 DISPOSAL
A.Transportation and disposal of materials containing lead shall comply withSection 01 74 00 – Construction Waste Management as a hazardous wasteto a Permitted Solid Waste Facility.
B.Materials containing lead shall be properly labeled for disposal.
END OF SECTION 02 83 00
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SECTION 03 05 00 SELECTIVE CONCRETE DEMOLITION AND REPAIR
PART 1 – GENERAL
1.01 WORK INCLUDED
A.The work shall consist of the removal and disposal of concrete floor materialin the Boiler Room to allow for installation of new waste piping and drains.
B.The work shall include placement of new concrete to repair the floor followingcompletion of the drain installation.
C.Related Sections
1.Section 01 10 00 – Summary of Work
2. Section 01 74 00 – Construction Waste Management
3. Section 03 30 00 – Cast-In-Place Concrete
4.Section 22 05 00 – Plumbing, General
1.02 QUALITY ASSURANCE
A.Site Inspection: The Contractor shall inspect and become familiar with the
proposed work site, conditions and circumstances.
B.Concrete floor removal shall be made with saw cutting machinery to maintainclean delineation of the removed concrete and permit patching of theconcrete floor.
PART 2 – PRODUCTS – See Section 03 30 00 – Cast-In Place Concrete
PART 3 – EXECUTION
3.01 GENERAL
A.Demolition work shall occur within the Boiler Room. The Courthouse will beoccupied by staff and the public.
B.Concrete cutting and removal procedures and processes shall not leak,migrate or filter into the Courthouse.
C.Access to the Courthouse shall not be hindered.
D. All removed concrete materials shall be hauled to an approved landfilldisposal site in compliance with Section 01 74 00 – Construction WasteManagement
3.02 CONCRETE FLOOR REPAIR
A.The contractor shall provide new concrete in the area of Boiler Roomwhere the concrete floor was removed per Section 03 30 00 – Cast-In-Place Concrete.
END OF SECTION 03 05 00
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SECTION 03 30 00 CAST-IN-PLACE CONCRETE
PART 1 – GENERAL
1.01 WORK INCLUDED
A.The work shall consist of the installation of a concrete housekeeping pad inthe Boiler Room to allow for installation of the new boilers and boiler feed
system and the repair of concrete floor for installation of new waste pipingand drains.
B.The work shall include layout of the housekeeping pad based on the
equipment footprint being installed in the Boiler Room as indicated on theDrawings.
C.Related Sections
1.Section 01 10 00 – Summary of Work
2.Section 03 05 00 – Selective Concrete Demolition and Repair
3.Section 22 05 00 – Plumbing, General
4.Section 23 52 39 – Steel Firetube Boilers
5. Section 23 53 13 – Boiler Feedwater Pumps
1.02 QUALITY ASSURANCE
A.Site Inspection: The Contractor shall inspect and become familiar with theproposed work site, conditions and circumstances.
B.Concrete placement shall be coordinate with the new equipment beinginstalled and the existing concrete housekeeping pad which will remain.
C.Perform cast-in-place concrete work in accordance with ACI 301 and ACI318.
D.Obtain materials from same source throughout work for entire project.
1.03 REFERENCES
A.ACI 301 – Specifications for Structural Concrete for Buildings
B.ACI 302 – Recommended Practice for Concrete Floor and Slab Construction
C.ACI 304R – Guide for Measuring, Mixing, Transporting, and Placing Concrete
D. ACI 308R – Guide to Curing Concrete
E.ACI 318 – Building Code Requirements for Reinforced Concrete
F.ASTM C33 – Concrete aggregate
G.ASTM C150 – Portland Cement
H.ASTM C494 – Chemical Admixture for Concrete
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1.04 SUBMITTALS
A.Submit concrete mix design.
1. Indicate proposed mix design complies with requirements of ACI 301
and ACI 318.
PART 2 – PRODUCTS
2.01 CONCRETE MATERIALS
A Cement: ASTM C150/150M, Type I – Normal Portland type.
B.Fine and Coarse Aggregates: ASTM C33.
C.Water: Clean, and free from injurious amounts of oil, alkali, organic matter orother deleterious material.
D.Water Reducing: ASTM C494 Type A – Water reducing admixture, such asMaster Builders Pozzolith 100XR.
PART 3 – EXECUTION
3.01 PREPARATION
A.Where new concrete is to be bonded to previously placed concrete, prepare
existing surface by removing existing paint, clean existing surface and applya bonding agent according to bonding agent manufacturer’s instructions.
B.For slab on grade patching install vapor retarder and cover vapor retarder
with compactible granular fill, minimum 2-inches. Do not use sand.
C. Install pinning at 16-inches on center, #6 steel, with a minimum of 4-inches ofimbed into existing concrete with a minimum of 4-inches into new concrete
floor patch and house-keeping pad. Provide pinning of house-keeping pad toexisting concrete floor at 24-inches on center, #6 steel, with 4-inch imbed intoexisting concrete and 2-inches into new housekeeping pad concrete.
D.Provide formwork for house-keeping pad to match the existing house-keepingpad height.
3.02 CONCRETE PLACEMENT
A.Place concrete in accordance with ACI 304R.
B.Place concrete for floor slab repair in accordance with ACI 302.
C.Place concrete continuously without construction joints.
D.Finish floors and housekeeping pad level and flat to match adjacentsurfaces. Trowel perimeter of house-keeping pad to provide
rounded edge.
E.Repair surface defects immediately after removing formwork.
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3.03 CURING AND PROTECTION
A.Comply with requirements of ACI 308R. Immediately afterplacement, protect concrete from premature drying, excessively hot
or cold temperatures and mechanical injury.
B.Maintain concrete with minimal moisture loss at relatively constanttemperature for 7-days for hydration of cement and hardening ofconcrete.
C.Start curing as soon as free water has disappeared and beforesurface is dry. Keep continuously moist for not less than three daysby water ponding, water-saturated sand, water-frog spray orsaturated burlap.
END OF SECTION 03 30 00
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SECTION 22 05 00 PLUMBING, GENERAL PART 1 – GENERAL 1.01 WORK INCLUDED
A. Provide demolition of existing waste piping, water piping and miscellaneous drain lines as indicated on the Drawings.
B. Provide new funnel floor drain and new hub drain with air admittance devices as indicated on the Drawings.
C. Provide new water line routing as indicated on the Drawings.
D. Provide boiler makeup water supply from existing reduced pressure backflow preventer to new Boiler Feed Pump assembly as indicated on the Drawings.
E. Related Sections:
1. Section 01 10 00 – Summary of Work
2. Section 02 41 00 – Selective Demolition
3. Section 03 05 00 – Selective Concrete Demolition and Repair
4. Section 03 30 00 – Cast-In-Place Concrete
5. Section 23 52 39 – Steel Fire-Tube Boilers
6. Section 23 53 13 – Boiler Feedwater Pumps
1.02 REFERENCES
A. The following is a list of standards referenced in this Section:
1. Uniform Plumbing Code (UPC)
2. ANSI/ASME A13.1 – Scheme for the Identification of Piping Systems
3. ASSE 1051 – Performance Requirements for Individual and Branch
Type Air Admittance Valves for Sanitary Drainage Systems
4. International Association of Plumbing and Mechanical Officials
1.03 QUALITY ASSURANCE
A. All work shall be in accordance with the UPC as adopted by the City of Port Townsend
B. Contractor shall coordinate with the work provided under Divisions 23 and 26.
C. On completion of the work, satisfactory evidence shall be furnished to show that all work has been installed in accordance with all codes and that all inspections required have been successfully passed.
D. Permits and Fees: Refer to the Instructions to Bidders Specification Section.
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1.04 LABELING AND IDENTIFICATION
A.Provide labeling of water piping to identify potable cold water, non-potableboiler feed and makeup water with color coded pipe labels in compliance withANSI/ASME A13.1.
1.05 SUBMITTALS
A.Provide submittals for all materials supplied under the work of this Section.
PART 2 – PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A.Valves: Crane; Grinnel; Mikwaukee; Nibco; ProFlo; Stockham; Walworth; or
Approved Equal.
B.Funnel Floor Drain: Josam; JR Smith; Sioux Chief; Wade; Zurn; or ApprovedEqual
C.Air Admittance Valves: Oatey; ProFlo; Studor; or Approved Equal
D.Pipe Labels: Graphic Products; Pipe Marker; Seton; or Approved Equal
E.Trap Primer Valves: Mag-MiFab; or Approved Equal
F.Trap Seals: JR Smith; MiFab; Rectorseal; or Approved Equal
G.Dielectric Unions: Epco; Watts; or Approved Equal
2.02 FLOOR DRAIN
A.Funnel Floor Drain shall be Josam Series 38250A Series, or Approved Equal,coated cast iron combination drain and integral deep seal trap, side outletspigot connection, 2 inch size with an 8 inch diameter satin bronze top,backwater valve and cleanout plug & bushing with an F9 oval funnel, 3-3/4inches high by 9 inch long.
2.03 HUB DRAIN
A.Hub drain shall be assembled from a 2-inch cast iron P-trap with transitioncoupling to increase piping to a 3” Hub inlet fitting. Drain shall be providedwith a trap primer discharging into the Hub inlet with a 2” Trap Seal.
2.04 TRAP PRIMERS and SEALS
A.Trap Primer Valves: MAG-MIFAB MR-500 or Approved Equal (single drain)
trap priming valves with replaceable sediment filter, interchangeable cartridgetubes and air gap, ASSE 1018 and UPC labeled. Each trap primer valveshall be furnished with a shutoff isolation ball valve.
B.Trap Seals: Mi-Gard Floor Drain Trap Seals, or Approved Equal, shall beused in addition to the Trap Primer Valves. Trap seals shall be UPC andIAPMO listed and labeled.
2.04 AIR ADMITTANCE VALVES
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A.Air admittance valves shall be provided for Boiler Room venting applicationswhere conventional venting is not practical because of building constraints.
B.Air admittance valves shall be Studor Mini-Vent, 1-1/2 inch NPT threadconnector, or Approved Equal.
C.Air admittance valves shall be approved for use by the UPC and localAuthority Having Jurisdiction.
2.05 UNIONS
A Dielectric Unions: Rated at 250 psi at 180 degrees F., conforming to ANSI B16.39. Type and size to match piping.
B.Unions on Copper Pipe:
1.In 2 inch pipe and smaller: Wrought copper solder joint copper union.
2.05 WATER PIPING
A.Water piping shall be Type L copper with solder fittings.
2.06 WASTE PIPING
A.Waste piping shall be no-hub cast iron with no-hub fittings. Provide threadadapters where air admittance devises are installed.
B.Where connections are made to existing waste piping, the use of FerncoFlexible Tap Saddles Flexible Couples may be used, installed permanufacturer’s installation instructions using stainless steel clamps. Existingwaste riser shall be supported to prevent strain on fittings.
PART 3 - EXECUTION
3.01 EXAMINATION
A.Verify conditions are satisfactory to receive the Work of this Section. Do notcommence work until unsatisfactory conditions have been corrected.
B.Beginning of Work constitutes acceptance of conditions.
3.02 INSTALLATION
A.Install funnel floor drain and hub drain in the locations shown on the drawingsand connect to the existing building waste stack below the floor level.
Coordinate the locations of the funnel floor drain with the placement of theBoiler housekeeping pad.
B.Install Trap Seals and Trap Primers: Provide trap primers and trap seals to
the funnel floor drain and hub drain. Install trap primers with an isolationvalve in the branch takeoff line to the trap primer valve. Trap primer valvesshall be installed to discharge into the funnel and hub assemblies of the
drains.
C.Air admittance devices shall be installed per manufacturer’s installationinstructions in an arrangement that will permit service access formaintenance and replacement.
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D.Unions: Install unions in pipe connections to valves and any other equipmentwhere it may be necessary to disconnect the equipment or piping for repairsor maintenance, and as indicated.
E.Dielectric Unions: Install dielectric insulating unions between all connections
of copper and steel piping (or equipment), and other dissimilar metals.
F.Install water piping as indicated on the drawings. Cap existing piping whichwill remain following demolition.
END OF SECTION 22 05 00
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SECTION 23 05 00 MECHANICAL, GENERAL PART 1 – GENERAL
1.01 WORK INCLUDED
A. Furnish all labor, materials, tools, equipment, and services for all mechanical work as specified in Division 23, and as shown on the drawings to include the
following:
1. Provide demolition of existing boiler systems as indicated on the drawings which do not contain asbestos. Demolition of steam and condensate pipe fittings and demolition of the existing steam boiler suspected to contain asbestos shall be demolished under Section 02 82 00 – Demolition and Asbestos Remediation.
2. Provide new boilers, boiler piping systems, boiler controls, boiler feedwater system, combustion air louver and boiler breeching as indicated on the Drawings and as specified.
B. All work shall be completely coordinated with the work of all other trades and shall conform to all other provisions of the Contract Documents.
C. Furnish and install all materials, appurtenances, devices, and miscellaneous items not specifically mentioned herein or noted on the drawings, but which are necessary to make a complete working installation of all mechanical
systems.
D. Related Sections:
1. Section 01 10 00 – Summary of Work
2. Section 02 41 00 – Selective Demolition
3. Section 02 82 00 – Demolition and Asbestos Remediation
4. Section 02 83 00 – Lead Paint Remediation
5. Section 03 30 00 – Cast-In-Place Concrete
6. Section 22 05 00 – Plumbing, General
7. Section 23 07 19 – Boiler Piping Insulation
8. Section 23 22 13 – Boiler Piping Systems
9. Section 23 37 00 – Louvers
10. Section 23 51 16 – Fabricated Breeching and Accessories
11. Section 23 52 39 – Steel Fire-Tube Boilers
12. Section 23 53 13 – Boiler Feedwater Pumps
13. Section 26 05 00 – Electrical Design/Build
14. Appendix A – Good Faith Inspection for Asbestos Containing Materials
15. Appendix B – Good Faith Inspection for Lead Paint Containing Materials
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E. The Contractor shall notify the Project Representative of any discrepancies or conflicts within the Contractor Documents or between the Contractor Documents and field conditions. The Contractor shall not proceed with any
work or the purchasing of any materials for the area(s) of conflict until obtaining written instructions from the Project Representative on how to proceed. Any work done by the Contractor after his discovery of such discrepancies or conflicts and prior to obtaining the Project Representative’s instructions on how to proceed, shall be done at the Contractor’s expense.
1.02 DRAWINGS
A. The drawings and specifications are complementary and what is called for in either is binding as if called for in both.
B. The drawings are diagrammatic and show the general arrangement of the construction and therefore do not necessarily show all offsets, fittings and accessories which are required to form a complete and operating installation.
C. The precise location of equipment shall, in every case, be subject to the Project Representative’s approval, and no allowances will be permitted the Contractor for any changes resulting from his failure to secure approval.
D. The Contractor shall be responsible for checking field conditions and verifying all measurements and relationships indicated on the drawings before proceeding with the work.
E. The installation of all systems shall follow the drawings as closely as actual building construction and the work of other trades permit.
1.03 DEFINITIONS
“Provide” means “furnish and install complete and ready for use”.
“Governing codes” means “the applicable provisions of the current City of Port Townsend adopted editions of:
Washington State Energy Code
International Building Codes
NFPA National Fire Codes
Washington State General Safety and Health Standards and all local amendments to these codes.
Chapter 70.79 RCW and Chapter 296-104 WAC – Boiler and Unfired Pressure Vessel Laws
“As indicated” means “as shown on the drawings and described in the
specifications”.
“As required” means “as necessary to form a safe, neat, and complete working installation (or product), fulfilling all the requirements of the specifications and
drawings and in compliance with all governing codes”. Abbreviations:
AFF Above Finish Floor
AMCA Air Moving and Conditioning Association
ANSI American National Standards Institute
ASHRAE American Society of Heating, Refrigerating and Air Conditioning
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Engineers
ASME American Society of Mechanical Engineers
ASTM American Society of Testing and Materials
CFM Cubic Feet per Minute
CISPI Cast Iron Soil Pipe Institute
HP Horsepower
IAPMO International Association of Plumbing and Mechanical Officials
NEMA National Electric Manufacturers Association
NFPA National Fire Protection Association
per in accordance with
PSI Pound per Square Inch Gage Pressure
PVC Polyvinyl chloride
SMACNA Sheet Metal and Air Conditioning Contractors National Association
SP Static Pressure
UL Underwriter’s Laboratories
w.g. Water Gage (inches of water)
W.P. Working Pressure
Additional abbreviations are as listed on the drawings or elsewhere in these specifications.
1.05 QUALITY ASSURANCE
A. All work shall be in accordance with the codes which are defined as making up the “Governing Codes”.
B. It shall be the Contractor’s responsibility to acquaint themselves with the
requirements of all codes.
C. On completion of the work, satisfactory evidence shall be furnished to show that all work has been installed in accordance with all codes and that all inspections required have been successfully passed.
D. Permits and Fees: Refer to the Instructions to Bidders Specification Section.
1.06 LABELING AND IDENTIFICATION
A. Equipment Labeling: Each scheduled equipment item (except louver) shall be labeled with the equipment identification number as indicated on the schedules (e.g., B-1) and by the equipment name (e.g., BOILER). The labeling shall be located on the service side of the equipment so as to be easily read by a person standing at floor level. The labels shall be made of
white laminated plastic labels with black engraved lettering ½” high, attached to the equipment with a minimum of two (2) stainless steel screws (or alternate method acceptable to the Project Representative).
1.07 SUBMITTALS
A. General: Submit the following in accordance with Section 01 33 00 – Submittals:
B. Approval Submittals:
1. Product Data:
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2. Manufacturer’s Written Instructions:
3. Shop Drawings:
4. Sample Warranties: Provide a Sample Warranty for each Warranty
required in this section.
i. Each Sample Warranty shall be marked ‘SAMPLE’.
ii. Include project-specific information, and proposed exclusions, if
any, identified by the manufacturer.
5. Statement of Installer Qualifications:
6. Manufacturer’s Technical Representative Contact Information:
C. Closeout Submittals:
1. O&M Manual Content: Provide O&M Manual documentation as required by Section 01 78 00 – Operation and Maintenance Data
2. Warranties: Project specific warranties per Section 01 78 36 – Warranties
3. Record Documents: Provide record documents per Section 01 78 39 – Project Record Documents and as required in this section
D. Provide submittals for all equipment supplied under the work of this Division.
E. Refer to individual Division 23 specification sections for additional information and shop drawing requirements.
1.08 RECORD DATA
A. Record Drawings: The contractor will be furnished with a clean, full-size set of construction drawings which shall be used to update project mechanical drawings for submittal to the Project Representative. Contractor identification
shall be added to each of the drawings which indicate the name of the responsible contractor for the “Record Drawing” information and the date of the “Record Drawing” submittal. All changes from the original contract drawings shall be delineated with bubbled clouding keyed or flagged to the “Record Drawing” revision. At the completion of the project, the contractor shall deliver to the Project Representative one complete set of redline contract drawings upon which any changes during construction are neatly drafted.
PART 2 – PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Products by the manufacturers listed as Acceptable Manufacturers are acceptable substitutions for the specified products. Products by these
manufacturers used as substitutions shall be equal to or superior to the specified item in function, appearance, and quality.
B. The approval of a manufacturer as an Acceptable Manufacturer applies to the
Manufacturer only, and does not relieve the Contractor from the responsibility of meeting all applicable requirements of the plans and specifications.
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Contractor shall be responsible for all costs to other trades and all revisions required to accommodate any substitutions.
2.02 SUBSTITUTIONS BEFORE BID
A. All substitutions for products under Division 23 shall be reviewed for acceptance by the Project Representative as indicated herein.
B. To obtain acceptance of desired substitutions the manufacturer, Contractor or supplier shall submit the following information on the proposed substitution a minimum of 10 days prior to bid:
1. Differences between proposed substitution and specified item with a summary describing the technical benefit in using the proposed substitution.
2. Changes in building design required to accommodate the proposed substitutions.
3. Effect that the proposed substitution has on other trades.
4. Complete technical data on the proposed substitution.
C. Proposed substitutions shall match the specified item in function, appearance, and quality, and shall fulfill all requirements of the plans and
specifications. The Project Representative shall review the proposed substitution for conformance with the plans and specifications in addition to prior technical support experience with the proposed manufacturer and/or
local manufacturer’s representative and shall make a determination of acceptance or non-acceptance based on this criterion. Acceptable substitutions will be included in an addendum prior to bid.
D. The acceptance of a substitution applies to the manufacturer only and does not relieve the Contractor from the responsibility of meeting all applicable requirements of the plans and specifications.
E. The Contractor shall be responsible for all costs to other trades and all revisions required to accommodate any substitutions.
2.02 SUBSTITUTIONS AFTER AWARD
A. All substitutions for products made after award of the Contract shall comply with Section 01 25 00 – Substitution Procedures PART 3 - EXECUTION
3.01 EXAMINATION
Verify conditions are satisfactory to receive the Work of this Section. Do not
commence work until unsatisfactory conditions have been corrected.
Beginning of Work constitutes acceptance of conditions.
3.02 WORKMANSHIP
A. This Contractor shall furnish and install all equipment included in the Contract to provide completed systems with a neat and finished appearance. If, in the judgment of the Project Representative any portion of the work has not been
installed in accordance with the drawings and specifications in a neat workmanlike manner, the Contractor shall be required to revise the work and
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comply with the drawings and specifications in an acceptable manner to the Project Representative, at no increase in cost to the Owner.
3.03 CUTTING AND PATCHING
A. Patching Materials: Patching shall be with materials of like kind and quality of the adjoining surface by skilled labor experienced in that particular trade.
B. Areas to be Cut and Patched: Wherever floors and walls are cut, openings shall be reinforced to maintain structural integrity and to comply with Building Code requirements.
C. Cutting of Structural Features: Make no cuts or alterations to any structural framing members without explicit consent of the Project Representative and then only under his direction. Locate cuttings so they will not weaken structural components. Cut carefully and only the minimum amount necessary. All required cutting to install material shall be accomplished with the use of saw cutting equipment.
3.04 INSTALLATION
A. Install mechanical equipment to permit easy access for normal maintenance, so that parts requiring periodic replacement or maintenance can be removed.
Relocate items which interfere with access.
B. Devices which are manually adjusted or operated shall be located so as to be easily accessible. Any such items which are not in the open shall be made
accessible through access openings in the building construction.
C. Gauges, thermometers, instrumentation and other components which are installed to monitor equipment performance, operating conditions, etc., shall
be oriented so as to be easily read by a person standing on the floor. Provide necessary brackets and hangers as needed.
D. If circumstances at a particular location make the accessible installation of an item difficult or inconvenient, the situation shall be discussed with the Project Representative before installing the item in a poor access location.
3.05 WATERPROOFING
A. Where any work pierces waterproofing, Contractor shall furnish all necessary caulking and flashing required to make openings watertight.
3.06 FINAL INSPECTION AND INSTRUCTION
A. Prior to acceptance of the Mechanical work, the Contractor shall put all boiler systems into operation so that they may be inspected by the Project
Representative and the Owner’s representatives on the operation and maintenance of all equipment. The contractor shall provide a minimum 4 hour instruction period to review equipment and provide instructions. Refer to
other sections of Division 23 for additional instruction and training requirements.
B. The Contractor’s Representatives who conduct these instructions and
demonstrations shall be qualified Manufacturer’s Representative(s) acquainted with boiler systems provided in the project.
C. Instructions: Shall include preliminary discussion on the system’s operation and presentation of information from product submittal data with appropriate
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references to drawings, explaining maintenance requirements, access methods, servicing, and maintenance procedures, control settings and available system and equipment adjustments.
D. Notice of the Contractor’s readiness to conduct the instruction and demonstrations shall be given to the owner and Project Representative at least one week prior to proposed periods and mutually agreed upon times arranged.
END OF SECTION 23 05 00
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SECTION 23 07 19 BOILER PIPING INSULATION
PART 1 – GENERAL
1.01 WORK INCLUDED
A.Steam Pipe Insulation
B.Condensate Pipe Insulation
C.Boiler Feedwater Pipe Insulation
1.02 RELATED WORK
A.Section 23 05 00 – Mechanical, General
B.Section 23 22 13 – Boiler Piping Systems
1.03 QUALITY ASSURANCE
A.All insulation shall have a fire hazard rating not to exceed 25 for flame spreadand 50 for smoke development, as tested by ASTM E-84, NFPA 255, and
UL-723 except piping in the areas where elastomeric foam insulation isapproved shall have a fire hazard rating not to exceed 25 for flame spreadand 50 for smoke development.
1.04 COMPLIANCE
A.All insulation shall be installed with sufficient thermal performance to complywith the Washington State Energy Code – Commercial Provisions.
1.05 SUBMITTALS
A.All submittals shall comply with Section 23 05 00 - Submittals.
B.Submit product information on all products to be used.
PART 2-PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A.Insulation: Manville; Armstrong; Owens-Corning; CSG; Knauf; or ApprovedEqual.
2.02 PIPE INSULATION
A.Fiber Glass Insulation: Rigid fiberglass insulation, thermal conductivity shallnot exceed 0.24 Btu-inch/hr-ft-degrees F at 75 degrees F. Manville “Micro-Lok 650” or Approved Equal.
B.Pipe Fittings (except unions and expansion couplings): Shall be covered
using any one of the following methods of the Contractor’s choice subject tothe temperature limitations of the insulation materials:
1.Prefabricated segments of pipe insulation of the same materials andthickness as the adjoining pipe insulation.
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2. Zeston pre-cut fiberglass insulation and premolded PVC cover suitable for the pipe size and insulation thickness encountered.
C. INSULATION THICKNESS:
1. For the purpose of establishing insulation thickness, the following systems and system operating temperatures are assumed:
Steam 201° F to 250° F
Condensate 201° F to 250° F
Boiler Feedwater 201° F to 250° F
Insulation thickness shall be as required to comply with the Washington State Energy Code Commercial Provisions, Table C403.2.9
2.03 PIPE INSULATION COVERS
A. Pipe insulation covers shall be provided for all steam and condensate piping, PVC cover suitable for the pipe size and insulation thickness encountered.
PART 3-EXECUTION 3.01 GENERAL
A. Equipment and Floor Protection: Cover equipment and finished floors to protect such items from insulation fiber and dust. Keep all such existing
areas in a “broom clean” condition at the end of each day. Take precautions in these areas to prevent glass fiber and insulation dust from entering ventilating systems.
B. Glass Fiber Insulation:
1. Finish all insulation ends, no raw edges allowed.
2. Joints: Tightly butt adjacent insulation sections together without and voids.
3.02 PIPE INSULATION INSTALLATION
A. All steam, condensate and boiler feed water piping shall be insulated.
B. No pipe covering materials shall be applied until the pipe runs to be covered have been tested and inspected by the Project Representative.
END OF SECTION 23 07 19
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January 6, 2020 BOILER SYSTEMS PIPING
SECTION 23 22 13 BOILER SYSTEMS PIPING
PART 1 – GENERAL
1.01 WORK INCLUDED
A.Provide demolition of existing steam, condensate and fuel oil piping as
indicated on the drawings which do not contain asbestos. Demolition of steamand condensate pipe fittings suspected to contain asbestos and the existingboiler shall be demolished under Section 02 82 00 Demolition and Asbestos
Remediation.
B.Fuel oil piping, valves and fittings.
C.Steam piping, valves and fittings.
D.Condensate piping, valves and fittings.
E.Boiler feedwater piping, valves and fittings.
F.Steam Traps
G.Testing and Inspection
H.Related Sections:
1.Section 01 14 00 – Work Restrictions
2.Section 02 82 00 – Demolition and Asbestos Remediation
3.Section 23 05 00 – Mechanical, General
4.Section 23 07 19 – Boiler Piping Insulation
5. Section 23 51 39 – Steel Fire-Tube Boilers
6. Section 23 53 13 – Boiler Feedwater Pumps
1.02 REFERENCES
A.The following is a list of standards referenced in this Section:
1.International Mechanical Code (IMC)
2.International Fire Code (IFC)
3.NFPA 31 – Standard for the Installation of Oil-Burning Equipment
4.United Laboratories (UL)
a.UL 536 – Standard for Flexible Metallic Hose
b.UL 842 – Standard for Valves for Flammable Fluids
5.ASME B31.1 – Power Piping
6.ASME B 16.5 – Pipe Flanges and Flanged Fittings
1.03 QUALITY ASSURANCE
A.Welding Procedure: Submit welding procedure specifications for weldingsteam piping together with proof of the procedure’s qualifications as outlinedin ASME B31.1.
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B.Submit Welder’s Performance Qualification Record for each welder inconformance with ASME B31.1.
1.04 SUBMITTALS
A.All submittals shall comply with Section 23 05 00 - Submittals.
B.Submit Qualify Assurance Submittals.
C.Submit product information on all products to be used.
PART 2 – PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A.Valves: Crane; Grinnel; Nibco; Stockham; Walworth; Milwaukee; or ApprovedEqual
B.Steam Traps: Armstrong; Bell & Gossett; Hoffman; Mepco; Spirax Sarco; orApproved Equal.
2.02 PIPE AND FITTINGS
A.Fuel oil pipe and fittings shall be Type L copper with brazed joints or threadedjoints. Flexible pipe connectors shall be listed and labeled in accordance with
UL 536.
B.Steam and condensate piping shall comply with the requirements of Chapter12 of the International Mechanical Code and ASME B31.9. Steam piping shall
be Schedule 40 black steel with welded, threaded or mechanical flangefittings. Condensate piping shall be Schedule 80 black steel with threaded ormechanical flange fittings.
C.Boiler feed piping shall be Schedule 80 black steel with threaded ormechanical flange fittings.
D.Weld Flanges shall be forged carbon steel, Class 150, meeting ASME B16.5standards.
2.03 VALVES
A.Iron body gate valves (2 inch to 4 inch): 125 psi-swp bolted bonnet, outsidescrew and yoke, solid wedge, bronze mounted, Nibco F-617-0 flangedconnection for 4 inch size, Nibco T-617-0 threaded connection for 2 inch size,or Approved Equal.
B.Ball Valves (2 inches and smaller): 150 psi-swp bronze ball, full port, 2 piececonstruction, anti-blowout stem, quarter turn, extended stem, steam service
valve with thread connection. Nibco T-585-70 or Approved Equal.
C.Check Valves (2 inches and smaller): 125 psi-swp bronze check valve,horizontal swing, y-pattern, renewable seat and disc, threaded connection,
Nibco T-T-413, or Approved Equal.
D.Check Valves (4 inch size): 125 psi-swp iron body check valve, bolted bonnet,horizontal swing, renewable seat and disc, flange connection, Niboco F-918-B
or Approved Equal.
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2.04 STEAM TRAPS
A. Steam traps shall be Spirax Sarco Float and Thermosatic Model FT-15 and y-pattern inlet strainer; or Approved Equal.
PART 3 – EXECUTION
3.01 GENERAL
A. Comply with the requirements of Section 01 14 00 – Work Restrictions
B. Provide exhaust ventilation for all cutting and welding procedures with discharge outside of the building to prevent smoke and odor from infiltrating into the building.
C. Hanger attachments to the concrete floor/ceiling assembly of the Boiler Room
shall be made with expansion bolt inserts as required for the loading of the piping and valves.
D. Provide demolition of existing piping, valves and accessories as indicated on
the drawings.
E. Make connections to all equipment provide under Section 23 51 39 – Steel Fire-Tube Boilers and Section 23 53 13 – Boiler Feedwater Pumps.
F. Insulate steam, condensate and boiler feedwater piping per Section 23 07 19 – Boiler Piping Insulation.
3.02 INSTALLATION OF PIPING AND FITTINGS
A. Installation and joining of fuel oil piping shall comply with the Chapter 13 of the International Mechanical Code and the piping system manufacturer’s installation requirements.
B. Installation and joining of steam, condensate and feedwater piping shall comply with Chapter 12 of the International Mechanical Code and ASME
B31.1.
3.03 INSTALLATION OF VALVES
A. Provide isolation valves and drain valves as shown on the drawings.
B. Install valves so as to be easily accessible and oriented to permit ease of operation. Valve stem shall be directed toward operator in either the vertical or horizontal direction.
3.04 INSTALLATION OF STEAM TRAPS
A. Install steam traps per the manufacturer’s installation instructions.
B. Provide isolation valves on each side of the trap with an inlet y-type strainer
after the isolation valve, strainer blowdown valve, discharge check valve ahead of the discharge isolation valve.
C. Route the discharge of the steam traps to drain back to the building
condensate system.
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3.05 TESTING AND INSPECTION
A. All piping shall be tested, inspected, and approved prior to being insulated. Fuel oil piping shall be tested in compliance with NFPA 31.
B. Testing shall be witnessed by the mechanical inspector and the Project Representative unless approved otherwise by the mechanical inspector or Project Representative.
C. Piping shall be hydrostatically tested for a period of 15 minutes, during which time no drop in pressure or leakage shall occur. Test pressure shall be not less than 100 psig.
D. Any leaks or defective piping disclosed by testing and inspection shall be repaired with new materials and the system retested.
END OF SECTION 23 22 13
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LNS Engineers, Inc. 23 37 00-1/2 January 6, 2020 LOUVERS
SECTION 23 37 00 LOUVERS PART 1 – GENERAL 1.01 WORK INCLUDED
A. Louvers
B. Wood stop inside window frame
C. Caulking of louver
D. Painting of louver wood stop material.
E. Related Sections
1. Section 02 83 00 – Lead Paint Remediation
2. Section 23 05 00 – Mechanical, General
1.02 REFERENCES
A. SMACNA Duct Construction Standards – Metal and Flexible
1.03 SUBMITTALS
A. All submittals shall comply with Section 23 05 00 - Submittals.
B. Submit product information on all products to be used.
PART 2 – PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Louvers: Architectural Louvers; Arrow United Industries; Construction Specialties; Greenheck; Ruskin; or Approved Equal
2.02 LOUVER
A. Construction: Extruded 6063T6 aluminum combustion stationary drainable blade air intake louver with 45 degree blade angle for mounting in existing Boiler Room window opening. Ruskin Model ELF211D
B. Louver shall have a 2-inch frame with a minimum free area of 38%.
C. Louver shall be installed in framed interior walls.
D. Louver shall be provided with an aluminum factory mounted interior bird
screen.
E. Louver shall be factory finished with a black No. 89 Kynar finish.
F. Louver size shall be confirmed by field measurement of the existing window
opening to be set from the inside into the exterior wood window stop after removal of the window.
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PART 3 – EXECUTION
3.01 PREPARATION
A. The existing window shall be removed in compliance with Chapter 296-155 WAC – Safety Standard for Construction Work and Section 02 83 00 – Lead Paint Remediation.
3.02 INSTALLATION
A. Install louver at location shown on the drawings to fit within the existing window opening.
B. Provide wood stop on the inside of the louver to hold the louver within the existing window opening.
C. Provide painting of the inside wood stop material with an oil based primer and two coats of a semi-gloss black latex paint.
D. Provide black silicone caulking around the entire louver frame on the inside and outside of the frame to prevent wind driven rain from leaking around the louver frame.
END OF SECTION 23 37 00
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SECTION 23 51 16 FABRICATED BREECHING AND ACCESSORIES PART 1 – GENERAL 1.01 WORK INCLUDED
A. Furnish and install fabricated breeching and accessories for oil fired steam boilers.
B. Field verify existing conditions for extension of the breeching system from the new boilers to the existing chimney.
C. Related Sections:
1. 23 05 00 – Mechanical, General
2. 23 52 39 – Steel Fire Tube Boilers
1.02 REFERENCES
A. ANSI Z95.1 (NFPA 31) – Standard for the Installation of Oil Burning Equipment
B. ANSI Z228.1 (NFPA 54) – The National Fuel Gas Code
C. ASHRAE – Handbook, equipment Volume, Chapter “Chimney, Gas, Vent, and Fireplace Systems”
D. NFPA 211 – Standard for Chimneys, Fireplace, Vents, and Solid Fuel – Burning Appliances
E. SMACNA – HVAC Duct Construction Standards – Metal and flexible
F. UL 103 – Standard for Factory Built Low Heat Chimney
1.03 DEFINITIONS
A. Breeching: The conduit conveying flue gas from the appliance to the
chimney.
B. Chimney: The existing vertical passageways for conveying flue gases to the outside.
C. Vent: A flue gas conveying system intended for use only with certain gas, liquid, or pellet fuel-fired appliances that do not produce flue gas outlet temperatures higher than a value specified in the listing vent standards.
D. Vent Connector: The pipe that connects a fuel-burning appliance to a gas vent or Type L vent.
E. Venting System: A continuous, open passageway from the flue collar or draft hood of a fuel-burning appliance to the outside atmosphere for the purpose of removing flue gases.
1.04 SUBMITTALS
A. Submittals shall comply with Section 23 05 00 - Submittals.
B. Submit product information on all products to be used.
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C.Submit shop drawings indicating general construction, dimensions, weights,supports, and layout of breechings. Include dimensional layout drawingsincluding plan view and elevations based on the new boiler equipment and
the connection point to the existing breeching.
D.Submit manufacturer’s installation instructions.
1.05 QUALIFICATIONS
A.Manufacturer: Company specializing in the manufacture of products specifiedin this Section with minimum three years documented experience.
1.06 REGULATORY REQUIREMENTS
A.Conform to applicable ANSI Z223.1 code for installation of natural gasburning appliances and equipment.
PART 2 – PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Van-Packer Co., Inc.
B.Or Approved Equal
2.02 DOUBLE WALL METAL BREECHING
A.Provide double wall positive pressure metal breeching. Breeching shall be
listed by Underwriter’s Laboratories as a “1400°F. Chimney” for continuousoperation at 1400°F. and intermittent operation at 1800°F. and as a “BuildingHeating Appliance Chimney” for continuous operation at 1000°F. and
intermittent operation at 1400°F. in accordance with UL 103 and incompliance with NPFA 211.
B.Fabricate with 1-inch minimum air space between walls. Construct inner liner
of 20-gauge. Material shall be type 304 or 316L stainless steel. Constructouter shell of 24-gauge aluminum coated steel or type 304 stainless steel or316L stainless steel.
C.Provide all required accessories including but not limited to:
1.Barometric Relief
PART 3 – EXECUTION
3.01 BREECHING INSTALLATION
A.Install in accordance with manufacturer’s instructions.
B.Install in accordance with recommendations of ASHRAE – Handbook,Equipment Volume, Chapter “Chimney, Gas, Vent, and Fireplace Systems,”
and ANZI Z223.1, (NFPA 54).
C.Install breechings with minimum of joints. Align accurately at connections withinternal surfaces smooth.
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D. Install breechings from building structure, rigidly with suitable ties, braces, hangers, and anchors to hold to shape and prevent buckling. Refer to SMACNA HVAC duct Construction Standards – Metal and Flexible for
equivalent duct support configuration and size.
E. Provide core drilling for inserts for supporting vent from existing concrete.
F. Pitch breechings with positive slope up from fuel-fired equipment to chimney or stack.
G. Inner pipe joints shall be sealed by use of Vee Bands and Silicone Sealant for flue gas temperatures up to 6000F. and high temperature sealant for flue gas temperatures above 6000F. as outlined in the installation instructions and supplied by the manufacturer.
H. Clean breeching and chimney during installation, removing dust and debris.
I. At appliances, provide slip joints permitting removal of appliances without removal or dismantling of breechings or chimneys.
END OF SECTION 23 51 16
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LNS Engineers, Inc. 23 52 39 - 1/9 January 6, 2020 STEEL FIRE-TUBE BOILERS
SECTION 23 52 39 STEEL FIRE-TUBE BOILERS PART 1 – GENERAL
1.01 WORK INCLUDED
A. Furnish and install two packaged modular, factory-fabricated oil-fired vertical steel firetube steam boilers, trim, and accessories for generating steam that
are capable of responding in parallel (via a common main) without steam flowing into the inactive units.
B. Furnish and install multiple modulating boiler controls.
C. Furnish and install all line voltage and low voltage wiring required for boiler operation, electrical power from the Boiler Room Electrical Panel BC to the equipment will be provided under Section 26 50 00 – Electrical Design/Build.
D. Obtain and pay for permits and inspections required per Chapter 70.79 RCW and Chapter 296-104 WAC – Boiler and Unfired Pressure Vessel Laws.
E. Provide startup and commissioning of the boilers and boiler controls by manufacturer’s authorized representative.
F. Related Sections:
1. 22 05 00 – Plumbing, General
2. 23 05 00 – Mechanical, General
3. 23 22 13 – Boiler Systems Piping
4. 23 37 00 – Louvers
5. 23 52 16 – Fabricated Breeching and Accessories
6. 23 53 13 – Boiler Feedwater Pumps
7. 26 05 00 – Electrical Design/Build
1.02 REFERENCES
A. The following is a list of standards referenced in this Section:
1. American National Standards Institute (ANSI):
a. ANSI B31.9 – Building Services Piping
2. American Society of Mechanical Engineers (ASME):
a. ASME – Boiler and Pressure Vessel Code
b. CSD-1 – Controls and Safety Devices for Automatically Fired Boilers
3. American Society of Testing and Materials (ASTM):
a. ASTM A959 – Standard guide for Specifying Harmonized Standard Grade Compositions for Wrought Stainless Steels
4. International Organization for Standardization (ISO)
a. ISO 9001 – Quality Management Systems
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5. National Electrical Manufacturers Association (NEMA):
a. NEMA 250 – Enclosures for Electrical Equipment (1000 volts maximum)
6. Underwriter’s Laboratories (UL)
a. UL 296 – Standard for Oil Burners
b. UL 726 – Standard for Oil-Fired Boiler Assemblies
c. UL 916 – Standard for Energy Management Equipment
7. State of Washington Boiler and Unfired Pressure Vessel Laws
a. Chapter 296-104 WAC – Board of Boiler Rules – Substantive
b. Chapter 70.70 RCW – Boilers and Unfired Pressure Vessels
1.03 SUBMITTALS
A. Submit the following in accordance with Section 23 05 00 – Submittals:
1. Boiler Manufacturer’s Product Data
2. Boiler Manufacturer’s Wiring Diagram
3. Boiler Manufacturer’s Operations, Maintenance and Installation Manual
4. Boiler Manufacturer’s Data Report for ASME Code Compliance
5. Boiler Manufacturer’s factory test report for all controls on the boiler.
6. Boiler Manufacturer’s Warranty
7. Boiler Control Manufacturer’s Product Data
8. Boiler Control Manufacturer’s Wiring Diagram
B. Shop Drawings: Boiler Manufacturer or their authorized representative shall submit integrated boiler and boiler control wiring diagram including all power
and control interfaces, boiler feedwater control, electrical power connections, line voltage wiring, low voltage wiring and emergency boiler shutdown provisions. PART 2 – PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Boilers: Superior Boiler Works, Inc.; or Approved Equal.
B. Multiple Modulating Boiler Control: Heat-Timer Corporation; or Approved Equal.
2.02 BOILERS
A. General:
1. Each boiler shall be fired with #2 Fuel Oil. Boiler/burner package must be UL listed and labeled.
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2. Boilers shall be in accordance with Section IV of the ASME Boiler and Pressure Vessel Code and must be tested, stamped, and approved for 15psi for Section IV and bear the ASME symbol.
3. Each boiler shall be registered with the National Board of Boiler and Pressure Vessel Inspectors.
4. Boilers shall be Superior Boiler Technologies TRIAD Series 900-SH-HEP designed for steam applications.
B. Boiler Size and Rating:
1. Each unit shall be rated at 23.9HP and shall produce 825 Lbs/hr steam from 212 degrees F and shall operate at 15PSI working pressure. Boiler input shall not exceed 1000 MBH while producing a minimum of 829 MBH output.
C. Boiler Design:
1. Boilers shall be of a vertical fire tube design and fired with UL listed burners, completely assembled and wired to NEC specifications. Burner shall be mounted on the lower part of the boiler. The combustion chamber shall be surrounded by water (water-backed).
The bottom of the combustion chamber shall be insulated with high temperature castable refractory and an additional layer of high temperature blanket. Vessel walls shall be 1/4” thick boilerplate. Top
and bottom tube sheets shall be 3/8” thick boilerplate. Fire tubes shall be of 12 gauge material.
2. There shall be 73 fire tubes for the Series 900, at 1 ½” in diameter.
Each fire tube shall include an angular Brock turbulator to maximize heat transfer efficiency.
3. Fire tubes shall be expanded/rolled and beaded or flared into the upper and lower tube sheets; welding of tubes to tube sheet will not be permitted. Inner shell shall be 1/4” thick boilerplate for Series 900. Top and bottom tube sheets, tubes, and mud ring shall be accessible on the waterside for easy inspection and cleaning through at least 3 cleanout openings. Fire tubes shall be easily accessible for removal of turbulators and for cleaning or repair. Boilers shall include a drain and be set on structural steel rails with two lifting lugs. Each boiler shall be encased in a 22-gauge painted steel jacket insulated with refractory
ceramic fiber blanket with a classification of at least 1800 degrees F, providing for low thermal conductivity.
4. All valves, fixed orifices, and associated piping shall be as
recommended by the manufacturer.
5. The maximum rated temperature shall be 250°F.
D. Boiler Trim: The following trim items shall be integral to the boiler and factory
installed and wired. All boiler controls shall be UL Listed or Recognized and shall comply with WAC 296-104 for automatically fire boilers.
• Provide a McDonnell & Miller 150 external float type primary Low Water Level Control and feedwater pump control that prevents operations if the boiler water level falls below a nominal operating level.
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• Provide a Honeywell R845A Control Center to work in conjunction with the two Low Water Cut-offs and two pressure controls to manage overall operation of the boiler.
• Provide a water column piped to the boiler with a gauge glass and drain valve. The gauge glass shall be protected by brass gauge protectors.
• Provide a Honeywell L404F or P7810C Operating Pressure Limit Control for sequence of operation as specified.
• Provide a Safety Pressure High Limit Control that is a second high-limit with manual reset that prevents burner operation above nominal operating conditions.
• Provide a McDonnell & Miller 750 conductance type auxiliary low water level cutoff control with manual reset.
• Call for Heat Light to indicate when the boiler circuitry has been activated.
• Pressure gauge of suitable range for monitoring operations.
• On/Off switch.
• ASME relief valve.
E. Burner Equipment:
1. The horizontally mounted burner will be placed so that combustion
takes place within the water-backed furnace of the boiler. The burner shall be a Power Flame model CR1-O power burner and fire #2 fuel oil. Each burner shall be designed and constructed as an integrated
combustion system package – and shall be factory fire tested. Each burner shall be of welded steel construction and the firing head will incorporate a stainless steel flame retention diffuser. The entire fuel burner system and its installation shall conform to applicable codes. The UL listed burner shall contain pre-wired controls in compliance with and meeting ASME CSD-1. Burners will comply with UL 296 for oil burners. The units shall operate on 115/230 volt, 1- phase, 60 Hz power.
2. The burner shall normally operate without objectionable noise, vibration, or pulsation with not more that 20 percent excess air and with no CO in the products of combustion. The burner shall be of a
fully modulating design. The burner to boiler interface shall allow for ready installation and removal for inspection and cleaning. All air required for combustion shall be supplied by a blower mounted
integral to the burner.
3. The burner shall also include:
• Air Safety switch to prevent operation until sufficient combustion is
achieved.
• Flame rod sensor or UV Scanner
• Field adjustable combustion air damper.
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4. All control components shall be mounted and wired within an integral burner mounted control panel with an easy access lift off cover and a Power On and Main Fuel indicating lights and an On/Off control switch.
5. Units shall require only setting on floor with ready attachment to required power, suitably provided fuel, adequate venting, and appropriate water to operate.
F. Tests: Boilers shall be inspected via a hydrostatic test in the presence of a National Board Commissioned inspector who shall also certify a Data Report to be supplied with the boiler for ASME Code compliance. The boiler shall have a National Board Registration Number and an ASME symbol. Factory tests will also be conducted to check all controls on the boiler.
G. Operating Manual: A manual detailing the Operations, Maintenance and Installation shall be included with each boiler and shall include a wiring diagram.
H. Warranty: 1 year parts and workmanship; 2 years on pressure bound vessel.
2.03 MULTIPLE MODULATING BOILER CONTROL
A. General: The control shall operate on 120 VAC with a maximum power of 30 watts. The control shall be pre-engineers and programmed for the operation of multiple modulating steam boilers based on a PID logic. The control shall
be a Multi-Mod Platinum Boiler Control manufactured by Heat-Time Corporations; or Approved Equal.
B. Outputs:
1. Control shall have four normally open field replaceable relay contacts that can be used for start/stop control of each burner.
2. The control shall have four modulating outputs, every two modulating outputs shall have the same modulating signal and be controlled by the same modulating card.
3. The control shall have the capability to operate modules having 0 - 5 volts, 1 – 5 volts, 2 – 10 volts, 4–20 mA, and 135-ohm outputs. The control shall be capable of identifying the output module types and adjusting control output accordingly.
C. Sequence of Operation: When heat is required, the control PID shall activate the lead boiler and start its pre-purge cycle followed by the initiation off
modulation at the Fire Start Percent. When additional heat is needed, the control shall start to increase modulation until the Modulation Start percent has been reached. That shall be followed by the lag boiler pre-purge cycle.
Then, the lag boiler shall remain at the Fire Start percent and the lead boiler shall resume its modulation until it reaches full fire (100%). Any additional requirements for heat shall trigger the control to increase the lag boiler.
When the control PID requires reduced output, the control shall reduce the modulation of the lag boiler until it reaches its Fire Start percent. That shall be followed by the reduction of modulation of the lead boiler until it reaches 40% of Modulation Start percent. This shall trigger the control to turn off the lag boiler. Outside air temperature shall enable the automatic shutdown of the boilers based on outside air temperature during warm weather.
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D.Features:
1.Setpoint: The control shall provide an integral sensor set pointadjustment. The set point shall be adjustable either through thecontrol menu or remotely using a 4-20mA input signal.
2.Fire Start Percent: Adjustable from 1 – 100%. Setting shall set thefiring percent at which the burner shall start at when energized or de-energized. There shall be independent adjustments of this setting foreach burner.
3.Modulation Start Percent: Adjustable from 0 – 100%. This settingshall set the percent of modulation the lead boiler must achieve beforethe lag boiler is activated. There shall be an independent adjustmentof this setting for each burner.
4.Gain: Adjustable from -10 to +10 to increase or decrease the amountof modulation based on the rate of change in system sensor readingand the set point.
5.Purge Time: Adjustable from 0 – 10 minutes.
6.Last Stage Hold: Adjustable from 0 – 30 minutes. The last stage holdshall keep the last boiler at low fire for an additional degrees/lbs of
pressure to reduce short cycling of the lead boiler.
7.Lag delay: Adjustable from 0 – 60 minutes. The lag boiler in therotation shall not be fired until the lead boiler has remained in high fire
for the period of time set by the Lag Stage delay.
8.Rotation: The control shall be capable of rotating the boilers eitherbased on an adjustable time period, Last-On/Last-Off, or manually.
9.Parallel Modulation: The control shall have an option for parallelmodulation where multiple boilers can modulate upward or downwardtogether with increase or decrease modulation.
10.Memory: The control shall store all configuration and settings on EE-Prom. In case of power failure the control should be able to retrieveall of its latest settings.
11.Display: The control shall have a four line by eighty-characteralphanumeric display. The display shall be visible with no ambient
light. During times of inactivity, or 10 minutes after last user entry, thedisplay shall enter a lower power mode and display date and time ofday, cycle status, and system pressure. The control shall exit this
mode whenever button or digital encoder activity is sensed.
12.Boiler Lockout Input: The control shall have a dry contact input forboiler failure. The control shall not include failed boilers in its
modulation sequence.
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E. Input Points:
1. Outdoor Temperature: This shall be the value read from the outdoor sensor placed on the north side of the building at least 10 feet above
grade.
2. System Pressure: This shall be the value read from the system pressure sensor placed on the main steam header.
3. External Shutdown: The control shall be capable of accepting a dry closure type shutdown input that prevent any boilers or the feed water pumps from activating until the contact is closed.
4. Prove Input: The control shall be capable of accepting a dry contract closure type for system prove input. This shall prevent any boilers from activating until the contact is closed based on the building temperature setpoint (occupied and night setback).
5. Lockout Input: The control shall be capable of accepting dry contact closure for each boiler failure.
6. System Setpoint (4-20mA Signal): The control shall be capable of accepting a 4-20mA remote signal as a setpoint.
F. Output Points/Relays:
1. Burner relay output
2. Burner modulation output: 135 Ohm, 4-20mA, 0-5V, 1-5V, 0-1V, 2-
10V to match the required burner input.
3. System relay output
G. Data Points:
1. Burner Modulation Percent
2. Last Stage Hold
3. Lag Delay
4. Modulation Speed
5. Modulation Start Percent
6. Rotation Mode
7. Setback
8. Standby Delay
9. System Run-On
10. System Set Point/Target
H. Included Items:
1. Control Relays: Control relays shall be plug-in type, UL listed, and shall have dust cover and LED “energized” indicator. Contact rating, configuration and coil voltage shall be suitable for application. All
required relays shall be provided with the control.
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I.Optional Items:
1.Outdoor Temperature Sensor shall be the thermistor type capable of
measuring between -30F to 250F.
2.System Pressure Sensor shall be of the transducer type capable ofmeasuring between 0-30 PSI.
3.Boiler emergency mushroom style (red) shutdown switches to bewired in series and installed at each exit from the Boiler Room.
J.Communications:
1.Internet Communication: The control shall be capable ofcommunicating to the internet using a high-speed internet connectionto communicate to the manufacturer or manufacturer representativeweb servers to send or receive its information. Remote users of thecontrol shall have the capability of the control remotely using aninternet browser with built-in Java when provided with securitylogging.
K.Security:
1.The control shall have a secure password to deter unauthorizedusers. The password shall be optionally activated.
2.The control shall have a key-locked enclosure.
L.Regulatory Approvals:
1.The control shall be tested and listed per UL 916.
2.The control shall be manufactured in a facility with a registered ISO
9001 Quality Control System.
PART 3 - EXECUTION
3.01 EXAMINATION
Verify conditions are satisfactory to receive the Work of this Section. Do not commence work until unsatisfactory conditions have been corrected.
Beginning of Work constitutes acceptance of conditions.
3.02 INSTALLATION
A.Install concrete housekeeping pad per Section 03 30 00 - Concrete
B.Install boilers on the housekeeping pad with anchor bolts imbedded throughthe housekeeping pad into the existing concrete floor.
C.Make all connections to the boilers including:
a.Connect fuel oil to the burners per Section 23 22 13 – Boiler SystemsPiping.
b. Connect boiler breeching per Section 23 51 16 – Fabricated Breeching
and Accessories.
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c. Connect steam and condensate piping and associated valves, drains, steam traps and relief valve discharge lines per Section 23 22 13 – Boiler Systems Piping. Relief valve discharge lines shall be pipe full size to
discharge into the funnel floor drain installed per Section 22 05 00 – Plumbing, General.
d. Connect boiler feedwater piping per Section 23 53 13 – Boiler Feedwater Pumps.
e. Install the Boiler Control Panel and accessories furnished under this section and make all power connections, provide and install line voltage and low voltage control wire in compliance with Section 26 05 00 – Electrical Design/Build. All wiring shall be ran in conduits.
3.03 BOILER STARTUP, COMMISSIONING AND INSTRUCTION
A. The Boiler Manufacturer’s authorized representative shall provide startup and commissioning of the boiler steam system in compliance with the manufacturer’s requirements. Startup and commissioning shall include the following personnel:
• Mechanical Contractor
• Manufacturer’s Representative
• Owner’s Facilities Forman
• Project Representative
B. Submit copies of the startup and commissioning reports to the Owner and Project Representative and include in the O & M Manuals.
C. Owner’s instructions shall be included as part of the startup and
commissioning process including review of O & M materials and instructions on routine maintenance and inspections.
3.06 FINAL INSPECTION
A. Contractor shall arrange for and conduct the final inspection by the L & I Boiler Inspector to obtain a Certificate of Inspection to be issued to be Owner per the requirements of Chapter 296-104 WAC.
B. Contractor shall arrange for and conduct the final inspection by the City of Port Townsend Building Department and furnish copies of completed permits to the Owner and Project Representative.
END OF SECTION 23 52 39
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SECTION 23 53 13 BOILER FEEDWATER PUMPS
PART 1 – GENERAL
1.01 WORK INCLUDED
A.Furnish and install packaged boiler feedwater pumps with feedwater tank andassociated control panel.
B.Provide interconnecting piping between the Boiler Feed Pumps and theBoilers including drain valves, isolation valves, check valves and makeupwater solenoid valves.
C.Furnish and install all line voltage and low voltage wiring for boiler feedwateroperation and makeup water solenoid control.
D.Related Sections:
1.23 05 00 – Mechanical, General
2.23 22 00 – Boiler Piping Systems
3. 23 52 39 – Steel Fire Tube Boilers
4.26 05 00 – Electrical Design/Build
1.02 REFERENCES
A.ANSI Z95.1 (NFPA 31) – Standard for the Installation of Oil BurningEquipment
B.NEMA 250 – Enclosures for Electrical Equipment (1000 volts maximum)
C. NEC – National Electric Code
1.03 SUBMITTALS
A.Submittals shall comply with Section 23 05 00 - Submittals.
B.Submit product information on all products to be used.
C.Shop Drawings: Coordinate with and provide boiler feedwater control andelectrical power wiring diagrams to the Boiler Manufacturer’s authorized
representative for preparation of integrated boiler and boiler control wiringdiagram under Section 23 52 39 – Steel Fire Tube Boilers.
D.Submit manufacturer’s installation instructions
1.04 QUALIFICATIONS
A.Manufacturer: Company specializing in the manufacture of products specifiedin this Section with minimum three years documented experience.
1.05 REGULATORY REQUIREMENTS
A.Conform to applicable ANSI Z95.1 code for installation of oil burningequipment.
B.Conform to Chapter 70.79 RCW and Chapter 296-104 WAC – Boiler andUnfired Pressure Vessel Laws.
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PART 2 – PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Mepco Sentinel
B. Or Approved Equal
2.02 BOILER FEEDWATER PUMP PACKAGE
A. General: Furnish boiler feed pump package with receiver, make-up water
system, duplex pumps, and controls with the capacity rating to supply adequate water to two boilers, each rated at 24.5 Boiler Horsepower with each pump producing 10 gallons per minute of feedwater at 20 PSIG. Boiler feed pump package shall be a Mepco Sentinel type SBFD45345-0071 or Approved Equal.
B. The package unit shall consist of:
1. Welded carbon steel tank of 95 gallon capacity fabricated from 7 gauge (3/16-inch thick) high grade pickled and oiled hot rolled steel, water level gauge, thermometer, 4-inch inlet water fitting, 2-inch overflow fitting,1-inch vent, and pump suction isolation valves direct coupled to duplex boiler feedwater pumps.
2. Make-up water system consisting of a ¾-inch electric solenoid valve with reverse acting float switch. The reverse acting float switch shall have a bouncy balanced stainless-steel float ball and linkage rod with
a replaceable mechanical rod seal and an adjustable “on/off” setting.
3. Duplex pumps shall be of a close-grained (30,000 pound) cast-iron volute cases. The single stage pumps shall be fitted with large cross-
section suction inlets and with tapered eye bronze enclosed impellers for efficient handling of high temperature condensate. Pump impellers shall be fabricated of non-lead bronze. The pump seals shall be constructed of stainless-steel enclosures, Buna-n elastomers, carbon rotating members and 2500F ceramic mechanical seals.
4. The pumps shall be driven by 3450 rpm ¾ horsepower, 56J frame, single phase, 60 Hertz, 230 volt motors.
5. Boiler feedwater 1” solenoid valves shall be furnished for field installation.
6. Electrical equipment: All electrical components shall be in compliance with the NEC. Motors and controls shall have enclosures and internal components manufactured to NEMA standards.
C. Testing: The boiler feed pump package shall be factory tested to ensure the unit performs to rated GPM and head and that all control components
perform per manufacturer’s requirements.
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PART 3 – EXECUTION
3.01 BOILER FEED WATER SYSTEM INSTALLATION
A. Install in accordance with manufacturer’s instructions.
B. Install piping and valves per Section 23 22 13 – Boiler Systems Piping.
C. Insulate piping per Section 23 07 19 – Boiler Piping Insulation.
D. Coordinate installation of electrical power per Section 26 05 00 – Electrical Design/Build.
E. Install electrical control for integrated operation of boilers and boiler feed system per Section 23 52 39 – Steel Fire Tube Boilers.
END OF SECTION 23 11 16
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SECTION 26 05 00 ELECTRICAL DESIGN/BUILD PART 1 – GENERAL 1.01 WORK INCLUDED
A. Electrical work under this project shall be provided as a design/build installation by the Design/Build Electrical Contractor including all field investigation of existing conditions as necessary to provide removal of existing wiring, junction boxes, raceway, breaker and accessories and connection of electrical power to the new equipment indicated on the drawings.
B. Power for new equipment shall be provided from the existing electrical panel as indicated on the Drawings. Where required, new breakers shall be provided in the panel.
C. Related Sections:
1. Section 01 10 00 – Summary of Work
2. Section 02 41 00 – Selective Demolition
3. Section 23 52 39 – Steel Fire-Tube Boilers
4. Section 23 53 13 – Boiler Feedwater Pumps
1.02 CODES AND STANDARDS
A. The Design/Build electrical work shall conform with the requirements of all
applicable codes and agencies having jurisdictional authority over this work. The most current issue of the publications listed below form a part of these requirements.
1. National Electrical Code (NEC), NFPA 70.
2. National Fire Protection Association (NFPA)
3. National Electrical Manufacturers Association (NEMA)
4. American National Standards Institute (ANSI)
5. Institute of Electrical and Electronic Engineers (IEEE)
6. Underwriter Laboratories (UL)
7. Washington State Laws, Rules, and Regulations for Installing Electric Wires and Equipment. Washington Administrative Code (WAC)
8. International Building Code (IBC)
9. International Fire Code (IFC)
1.03 QUALITY ASSURANCE
A. All work shall conform to all applicable Federal, State, and Local Codes, Ordinances and Regulations which apply within the City of Port Townsend.
B. On completion of the work, satisfactory evidence shall be furnished to show
that all work has been installed in accordance with all codes and that all
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inspections required have been successfully passed. A copy of the certificate of approval from each inspection authority shall be furnished to the Project Representative at the completion of the work.
C. Obtain all necessary permits and inspections required by the governing
authorities having jurisdiction over this work. The cost of the permits and inspections shall be included in the bid.
D. Coordinate demolition work with the work provided under Section 02 41 00 – Selective Demolition.
E. Contractor shall coordinate with the work provided under Divisions 22 and 23.
1.04 SITE VISITATION
A. The Design/Build Electrical Contractor shall visit the building site prior to bidding and become familiar with existing conditions and all other factors which may affect the execution of the work.
1.05 ELECTRICAL CONDUCTORS, RACEWAY AND BOXES
A. Electrical Design/Build Contractor shall provide sizing of electrical circuit breakers, conductors, raceways and boxes.
B. All conductors shall be ran in copper, Aluminum wire shall not be permitted.
C. All conductors shall be ran in rigid metal conduits and junction boxes with connections at equipment in flexible or rigid conduit. All conduits within the Boiler Room will be ran exposed.
PART 2 – PRODUCTS
2.01 ACCEPTABLE PRODUCTS
A. All products used in the execution of the electrical work shall conform to applicable standards based on requirements of the Codes and Standards.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Verify conditions are satisfactory to receive the Work of this Section. Do not commence work until unsatisfactory conditions have been corrected.
B. Beginning of Work constitutes acceptance of conditions.
3.02 INSTALLATION
A. Install electrical work in conformance with the requirements of the Codes and
Standards.
END OF SECTION 26 05 00
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LNS Engineers, Inc. January 6, 2020 APPENDIX A
APPENDIX A GOOD FAITH INSPECTION FOR ASBESTOS CONTAINING MATERIALS
129
NWA NORTHWEST ASBESTOS CONSULTANTS
Surveys. Inspections. Sampling
AHERA Building Inspector / Mgmt Planner
EPA Certification AHERA1016201580 97 Fir Circle Port Hadlock WA 98339 chadwitheridge@gmail.com (360)531-4636
Date: 6/11/2018 Job location: Jefferson County Courthouse, Port Townsend, WA
Owner: Jefferson County Subject: Inspection for Renovations
Inspector: Chad Witheridge EPA AHERA - Building Inspector #1016201580 Expires- 10/20/2018
130
Asbestos Bulk Sample Data NORTHWEST ASBESTOS CONSULTANTS
Surveys. Inspections. Sampling AHERA Building Inspector / Mgmt Planner EPA Certification AHERA1016201580 EPA Certification WAMOA-0042
97 Circle Port Hadlock WA 98339
chadwitheridge@gmail.com (360)531-4636 Samples were sent to EMLAB P&K
Date: 6/1/2018 Job location: Jefferson County Courthouse, Port Townsend, WA
Owner: Jefferson County
Subject: Inspection for Renovations Samples
S1: Boiler Wrap
S2: Boiler Wrap S3: Boiler Wrap S4: Long Pipe Run S5: Long Pipe Run
S6: Fitting Putty
Inspector: Chad Witheridge EPA AHERA - Building Inspector
#1016201580
Expires- 10/20/2018
131
Scope of Work: 1) Good faith inspection for asbestos containing building material (ACBM).
2) Survey, sample and record suspect materials of requested area only.
3) Report to Jefferson County with results.
Inspection Report:
Jefferson County courthouse is going to be replacing the heating system. Materials tested were of the boiler wrap and pipe wrap.
132
NWA
NORTHWEST ASBESTOS CONSULTANTS
Surveys. Inspections. Sampling AHERA Building Inspector / Mgmt Planner EPA Certification AHERA1016201580
EPA Certification WAMOA-0042
97 Fir Circle Port Hadlock WA 98339 chadwitheridge@gmail.com (360)531-4636
Date: 6/11/2018
Job location: Jefferson County Court House Port Townsend, WA Owner: Jefferson County
Subject: Inspection for Renovations Inspector: Chad Witheridge
EPA AHERA - Building Inspector
#1016201580 Expires- 10/20/2018 Summary: ND= No Asbestos Detected
S1: Boiler Wrap ND
S2: Boiler Wrap ND S3: Boiler Wrap ND S4: Long Pipe Run ND S5: Long Pipe Run ND
S6: Fitting Putty ND
All asbestos containing building materials with a reading greater than 1% is considered a hazardous material if disturbed. If removed the owner or certified abatement contractor must follow the rules of the EPA and
governed by Olympic Region Clean Air Agency.
During renovation it is possible that additional suspect ACBM may be found. Should such suspect material be discovered an AHERA certified inspector will have to sample and test the material to prove it is of non asbestos. Northwest Asbestos Consultants is not responsible for identification of hidden materials that
are not identifiable with reasonable diligence.
Thank you, Chad Witheridge Building Inspector EPA Certification AHERA1016201580
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APPENDIX B GOOD FAITH INSPECTION FOR LEAD PAINT CONTAINING MATERIALS
135
2027 196th St. SW, Suite A101
Lynnwood, WA 98036
Phone: 800-351-9563
www.environix.com
License #: SCHATSU972OZ
Schatz Services Unlimited, DBA Environix
Limited Scope
Lead Based Paint Inspection
Client: Port Townsend Court House
Inspector: Tim Klassen
Date: 10/31/2019
CLIENT INFORMATION
Client: Port Townsend Court House
Phone: 360-461-6998 Tom; 360-385-9165 Renee
Email: flshbak@gmail.com
Mailing Address:
Property Address: 1820 Jefferson St., Port Townsend WA 98368
Structure Type: Commercial Property
Reference: 910188
Date: 10/31/2019
136
PROJECT SUMMARY
Reason for inspection:
Client is performing some renovations and requested lead based paint testing of the
affected areas.
Note: Additional information located below.
ABOUT ENVIRONIX
Environix provides an array of indoor environmental solutions to residential, commercial, and
government clientele. We are staffed with the most talented environmental professionals in
the industry with an unparalleled ability to diagnose, prevent or repair a wide variety of indoor
environmental problems.
OUR CLIENTS
• Mt. Vernon School
District
• Suquamish Museum
• Fort Lewis
• University of Puget
Sound
• US Coast Guard
• John L. Scott
• Royal Canadian Navy
• City of Redmond
• Museum of Flight
• Remax Properties
• Fairfax Hospital
• Seattle Mariners
• Renton Police Dept.
• Puget Sound Naval
Base
• Quest Field
• Shaw Island School
Dist.
• O'Dea High School
• Smith Tower
• Kennewick Housing
Authority
• CBBain
• Windermere
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Page 3
Limited Lead-Based Paint Inspection
and
Visual Assessment Report
Table of Contents
I. Cover Letter
II. Executive Summary
III. Scope of Inspection
A. Building Background
B. Preface
C. Training
D. Equipment
E. Inspection Company
F. Methods
G. Floor Plan / Diagram
H. Supporting Documents
I. Summary
IV. XRF Results
V. Disclosure Responsibility and Disclaimer
VI. Disclaimer
VII. Appendix
VIII. License/Certification
IX. Performance Characteristic Sheet (PCS Sheet)
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Page 4
I: COVER LETTER
10/31/2019
Environix
2027 – 196th Street SW, Suite A101
Lynnwood, WA, 98036
1-800-351-9563
Subject: Limited Lead-Based Paint Inspection Report for
Single Family Property Located at:
1820 Jefferson St., Port Townsend WA 98368
Dear: Port Townsend Court House
Please find enclosed the limited lead inspection report for the Commercial Property located
at: 1820 Jefferson St., Port Townsend WA 98368
Environix conducted a limited lead paint inspection at the site referenced above. The
property is a Commercial Property.
Environix used a Heuresis Pb200i X-ray fluorescence (XRF) lead paint analyzer
(Instrument serial #1026) to sample paint for lead. This instrument utilizes a Co-57
isotope with a reference date of 1/1/2015
Licensed Washington State Lead Inspector:
Tim Klassen (License # 6330, Lead Provider # 9015, Certificate # 174410)
Expiration Date: 08/27/2022)
Environix State lead license number: 4075 Exp: 05/07/2020
The above listed lead inspector tested this site on or from: 10/31/2019.
FINDINGS:
Environix has determined that lead-based paint DOES exist on this property,
therefore lead hazard reduction activities WILL be required.
If you have any questions and/or comments, please contact us directly at: 800-351-9563.
Sincerely,
Tim Klassen
E-mail: timk@environix.com
www.environix.com
Disclosure: If lead based paint is found to be present, a copy of this summary must be provided to new lessees
(tenants) and purchasers of this property under Federal Law (24 CFR part 35 and 40 CFR part 745) before they
become obligated under a lease or sales contract. The complete report must always be provided to new purchasers
and it must be made available to new tenants. Landlords (lessors) and sellers are also required to distribute an educational pamphlet and include standard warning language in their leases or sales contracts to ensure that parents
have the information they need to protect their children from lead-based paint hazards.
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II: EXECUTIVE SUMMARY
Environix has been authorized by Port Townsend Court House to perform a limited lead-
based paint inspection at the property located at 1820 Jefferson St., Port Townsend WA
98368.
The scope of the project is areas affected by the renovation.
The Inspection of the painted components for the home was performed using a Heuresis
Pb200i X-ray fluorescence (XRF) lead paint analyzer (Instrument serial #1026) to
sample paint for lead. The data collected by the XRF analyzer is located in the section titled
XRF Results. This instrument utilizes a Co-57 isotope with a reference date of 1/1/2015
Definition of Key Terms:
Wall “A” or “1” in each room is the wall where the front entrance door opening is located (or
aligned with front parking). Going clockwise and facing Wall “A” or “1”, Wall “B” or “2” will
always be to your right, Wall “C” or “3” directly to the rear and Wall “D” or “4” to the left.
Doors, windows and closets are designated as left, center or right depending on their location
on the wall.
Units of Measure:
Lead based paint is classified as having a lead content of above 1.0 mg/cm².
mg = Milligram (1/1000th of a gram)
ppm = Parts per Million
cm² = Square Centimeter
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III. SCOPE OF INSPECTION
A. Building Background
The property located at: 1820 Jefferson St., Port Townsend WA 98368 is a Commercial
Property.
This property was built in 1890.
B. Preface
Environix has been contracted by Port Townsend Court House to perform lead-based paint
testing of the above referenced single family home to determine the possible presence,
condition, location and amount of lead paint. The testing was conducted on or from
10/31/2019.
C. Training
All inspectors utilized by Environix have EPA/ State licensure and are licensed Lead-Based Paint
(LBP) Inspectors. All LBP inspectors utilized by Environix have also been trained in the use,
calibration and maintenance of the X-Ray Fluorescence (XRF) analyzer they currently use, along
with necessary principles of Radiation Safety.
D. Equipment
A Heuresis Pb200i X-ray fluorescence (XRF) lead paint analyzer (Instrument serial
#1026) to sample paint for lead. The data collected by the XRF analyzer is located in the
section titled XRF Results. This instrument utilizes a Co-57 isotope with a reference date of
1/1/2015 All calibrations were performed in accordance to the Performance Characteristic
Sheet(s) (PCS) included with the analyzer. The PCS sheet(s) are included as reference at
the end of the report.
E: Inspection Company
The inspection was performed by Tim Klassen who is employed by Environix.
(License # 6330, Lead Provider # 9015, Certificate # 174410)
Expiration Date: 08/27/2022)
Environix offices are located at:
2027 196th St SW., Suite A101 in Lynnwood WA 98036.
Environix State lead license number: 4075 Exp: 05/07/2020
The company’s telephone number is 425-563-6480.
F. Inspection Methods
The calibration of the Heuresis Pb200i is done in accordance with the Performance
Characteristic Sheet (PCS) for this instrument. These XRF instruments are calibrated using the
calibration standard block of known 1.0 mg/cm² lead content. Three calibration readings are
taken before and after each home is tested to insure manufacturer’s standards are met. If for
any reason the instruments are not maintaining a consistent calibration reading within the
manufacturer’s standards for performance on the calibration block supplied by the
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manufacturer, manufacturer’s recommendations are used to bring the instrument into
calibration. If the instrument cannot be brought back into calibration it is taken off the site and
sent back to the manufacturer for repair and/or re-calibration.
G. Floor Plan
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H. Supporting Documents
See attached PDF and/or Excel documents for more details.
I. Summary
Lead Paint Discovered
It was determined that lead based paint was discovered at the residence located at: 1820
Jefferson St., Port Townsend WA 98368 at or above lead based paint levels of 1.0 mg/cm².
Lead based paint is classified as having a lead content at or above 1.0 mg/cm².
Special remediation and/or paint stabilization is required when disturbing building
materials on this site.
Listed below are the locations where lead based paint was discovered and the amount of
lead determined to be present:
List of Lead-Positive Testing Combinations:
Reading
# Concentration Units Result SIDE ROOM COMPONENT FEATURE SUBSTRATE COLOR LEVEL
7 1.4 mg/cm2 Positive C
Boiler
Room Window Frame Drywall Gray Basement
8 1.8 mg/cm2 Positive C
Boiler
Room Window Casing Drywall Gray Basement
9 4.7 mg/cm2 Positive C
Boiler
Room Window Sill Wood Brown Basement
10 4 mg/cm2 Positive C
Boiler
Room Door Trim Wood Brown Basement
11 3.7 mg/cm2 Positive C
Boiler
Room Door Wood Brown Basement
13 1.1 mg/cm2 Positive A
Porch
Back Door Wood Red Basement
J. Recommendations
• Keep all wood framed windows closed to minimize any lead dust that may be
generated in the opening / closing process.
• Regularly wipe-down all window sills and damp mop floors to minimize the amount of
accumulated lead dust on flat surfaces.
• Inspect all doors for areas where painted surfaces rub against each other. Adjust or
trim the doors down to ensure no further rubbing occurs.
• Log onto the EPA’s website to familiarize yourself with lead safe work practices and
for information about hiring lead safe contractors.
• Ensure all work done to white wood trim inside the home is performed using lead
safe practices.
• Recommend a periodic testing of all home occupants’ blood lead levels to ensure lead
safe practices inside the home are effective.
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• https://www.epa.gov/lead/protect-your-family-lead-your-home
• http://www.commerce.wa.gov/Programs/services/Paint/Pages/LeadBasedPaintRRP.a
spx
Note: Any building components that were not tested may contain lead based paint
and are not covered by this limited inspection.
IV. XRF Readings
Listed below are the locations where lead based paint testing was performed:
1 0.88 mg/cm2 Calibrate @ 1.0
2 0.89 mg/cm2 Calibrate @ 1.0
3 0.88 mg/cm2 Calibrate @ 1.0
4 0.2 mg/cm2 Negative Floor Boiler Room Floor Cement Red Basement Fair
5 0.2 mg/cm2 Negative Floor Boiler Room Floor Cement Red Basement Fair
6 0.3 mg/cm2 Negative Floor Boiler Room Floor Cement Red Basement Fair
7 1.4 mg/cm2 Positive C Boiler Room Window Frame Drywall Gray Basement Fair
8 1.8 mg/cm2 Positive C Boiler Room Window Casing Drywall Gray Basement Fair
9 4.7 mg/cm2 Positive C Boiler Room Window Sill Wood Brown Basement Fair
10 4 mg/cm2 Positive C Boiler Room Door Trim Wood Brown Basement Fair
11 3.7 mg/cm2 Positive C Boiler Room Door Wood Brown Basement Fair
12 0.4 mg/cm2 Negative A Porch Back Door Casing Wood Red Basement Fair
13 1.1 mg/cm2 Positive A Porch Back Door Wood Red Basement Fair
14 0.2 mg/cm2 Negative A Porch Back Door Jamb Wood Red Basement Fair
V. DISCLOSURE RESPONSIBILITY
A copy of this summary must be provided to new lessees (tenants) and purchasers of this
property under Federal Law (24 CFR part 35 and 40 CFR part 745) before they become
obligated under a lease or sales contract. The complete report must also be provided to new
purchasers and it must be made available to new tenants. Landlords (lessors) and sellers are
also required to distribute an educational pamphlet and include standard warning language in
their leases or sales contracts to ensure that parents have the information they need to
protect their children from lead-based paint hazards.
VI. DISCLAIMER
This is our report of a limited visual inspection, and X-Ray Fluorescence (XRF) analysis of the
readily accessible areas of this building and tested components as specified by the client. The
presence or absence of lead-based paint or lead-based paint hazards applies only to the tested
or assessed surfaces on the date of the field visit and it should be understood that conditions
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may change due to deterioration or maintenance. The results and material conditions noted
within this report were accurate at the time of the inspection and in no way reflect the
conditions at the property after the date of the inspection. Ongoing monitoring by the owner
is usually necessary. No other environmental concerns were addressed during this inspection.
VII. APPENDIX
Maximum Lead Limits in Soil
Maximum levels:
Play Areas – 400 ppm
Rest of Yard – 1,200 ppm
Abatement Required 5,000 ppm
Your readings: No Samples Taken.
Note: If soil readings are performed using XRF sampling, the results are only
considered a screening and cannot be used for any legal purposes or enforcement.
Any enforceable results must be performed by accredited laboratory analysis.
Maximum Lead Limits in Water:
Maximum Level: 15 ppb
Your Reading: No Samples Taken
Recommendations: N/A
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VIII. CERTIFICATIONS
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IX. PCS SHEET
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