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8-93 THU 14:55 QUIMPER GLASS IHe
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QUIMPER GLASS INC.
2455 Jefferson st.
Port Townsend WA. 98368
(206) 385-4656
(206) 385-1762 Fax
April 1, 1993
Re: Pioneer BId.
Dear Frank,
This is a note for your file to clarify how the skylight
frame was prepared and painted.
Frame was descaled and wire brushed
Primed with (Skyco OSPHO)
Sprayed with two coats of (Rust Oleum)
Finish."J. wl-t.h two coals of (Pal-ker Exterior Semi GIOllll Alkyd
Enamel) Color: Birch Bark.
Sincerely,
Jon Plskula (Pres)
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
PO. Box 1220
Port Townsend, WA 98368
(206) 3B5.9160
PIONEER BUilDING: Phase III
Project No: PB1062 - Windows
Gary A. Rowe. P.E.. Director
Robert G. Nesbitt, P.E., County Engineer
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SECTION 00020
ADDENDUM #1
INVITATION TO BID
Change bid due date to Monday, Novembe, 23, 1992.
SUMMARY OF WORK
SECTION 01010
Item LOLC
Item 1.01.0
Item LOLE
Change statement to read as follows: At rear of building, repair the
windows on the second and third floor. Eight (8) windows, each
approximately 3"-0" x 8'-0".
1.
Rework window operation such that the windows will function
properly as single hung windows.
Reset trim (casing) such that the windows will fit snugly and will
essentially eliminate the air infiltration.
Replace all broken glass.
Renew the glazing compound at all second and third story
windows.
2.
3.
4.
Change statement to read as follows: Paint exterio, of building as shown
on the attached sketches SK-3 & SK-4.
Change statement to read as (ol1ows: Repair and repaint exterior side of
"1ain entrance doors at 1014 Water StrC'Ct.
1. Scrape and b,ush of( all loose paint.
2. Clean all major voids and cracks of loose material. .
3. Fill all major voids and cracks in material with non-shrink Iype
wood fille,.
4. Paint doors inte,ior and exte,io,. Colors 10 be PI-IS and Pt.29.
End of Addendum 1/1
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P.C12
PIONEER BUILDING: Phase III
Project No: P81062 - Windows
DOCUMENT 00310(a), Page 1
BID FORM
BID FORM
Proposal 01
r erton Glass Com n 1123 N. W cOff,Bremerton,Wa. 98312 (206) 373-2576
(name, address, telephone number 01 bidder)
Proposal 10 RENOVATE AND REPLACE WINDOWS AT THE PIONEER BUILDING lOcated at
1014 Water Street, Pori Townsend, WA 98368
To: AiI'n: Frank Hall; Project Manager
Jefferson County Department 01 PUbfic Works
P.O, Box 1220
1820 Jeflerson Streel
Pan Townsend. Wa 98368
Dea, Sir:
The Undersigned, having examined the site althe proposed worn, Drawings, Specillcallons and
related documents, beIng familiar with all of the COnditions relating to the construction of the'
proposed project, Including I~e, llvallablllty of malerlals,servfces, equIpment and appliances
required In connection with or InCIdental to saId conSlructlon In strict conformance with the above
menlloned documents, forlhe Base Bid Amount ol~ Nineteen thousand _ eil?:ht
hundred-seven tv-five and no/100
Dollars ($ 19.875.00
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Washington Stale Sales Tax
1. 5S0. ,0,
TOTAL BIO $ 21.425.25
NOTE: The above TOlal BId Is InelllsJvt' 01 Woshlnaton StDte end local Sales Tax41:L
All applicable taxes Which the Contractor Is required to pay as herein specified shall be Included
by him In hIs various bid price's) or any other compensation to be paid 10 hIm under the conlract,
TIME OF COMPLETION 80 liQUIDATED DAMAGES
We agree to complete the WOrn of thls,contract within a perIod of ~ cafendardays (weather petmitting)
beginning on the effecllve dale of Notice 10 Proceed. In the evenllhallhe work Is not completed
at said time. Ihe Contractor agrees 10 forlelt 10 Ihe Owner as liquidated damages Ihe sum of
Th,ee hund'ed Dollars ($300.00) lor the Ilrsl calenda, day and One Hundred DOllars ($100.00) for
each and every addlllonal calendar day the work remains uncompleted,
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ADDENDA .
Receipt 01 Addenda numbered'i,;....L" .. .. -".....'. ., are hereby acknOwledged and all cOSI of
work therefore have been Included In this proposal.
CONFIRMATION OF SITE REVIEW REQUIREMENTS
Our represent alive Stephen R. llowlev
reviewed the project site on 11/6/92
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PROJECT MANUAL
Pioneer Building
1014 Water Street
Port Townsend, WA
Rwnovation Project - Phase Three
Window"
Project No: PB1062
FOR: JEFFERSON COUNTY
DEPARTMENT OF PUBL7C WORKS
1820 JEFFERSON
P.O. BOX 1220
PORT TOWNSEND, WA 98368
Prepared By: Jeffer"on County
Department of Public Work"
October 28, 1992
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PIONEER BUilDING: PHASE III
Project No: PB1062 - Windows
TABLE OF CONTENT~
PART 1 CONTRACTUAL SPECrFI~~TIONS
00020 INVITATION TO BID 1
00100 INSTRUCTIONS TO BIDDERS 7
00310(a) BID FORM 2
00310 (b) ALTERNATE BID FORM 2
00410 BID GUARANTEE 1
00500 CONTRACT FORM 2
00600 CONTRACT BOND FORM 2
00650 CONTRACTOR'S DECLARATION OF OPTION FOR
MAMAGEMENT OF STATUTORY RETAINED
PERCENTAGE 1
00660 SAMPLE CLOSEOUT FORMS 1
00670 STATE OF WASHINGTON PREVAILING WAGE RATES 9
00700 GENERAL CONDITIONS (AlA 201) &
SUPPLEMENTARY CONDITIONS 10
PART II ~ECHNr~~L ~PECIFICATrON~
DIVISION 1, GENERAL REQUIREMENTS
01010
01300
01630
01631
01700
SUMMARY OF WORK
SUBMITTALS
PRODUCT SUBSTITUTIONS
SUBSTITUTION REQUEST FORM
PROJECT CLOSEOUT
DIVISION 2, SITEWORK
02070
DEMOLITION
2
DIVISION 8, DOORS & WINDOWS
08610
WOOD WINDOWS
DIVISION 9, FINISHES
09900
PAINTING
6
PART] 1] nF.TAYJ.~ ~ND !=;KF.T~HF.~
SKETCHES
SK-l
SK-2
SKETCH OF FRONT OF BUILDING
SKETCH OF BACK OF BUILDING
DETAILS
DET-1
DET-2
SECTION DETAILS
DIMENSIONED SECTION DETAILS
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PIONEER BUILDING: Phase II
Project No: PB1062 - Windows
SECTION 00020, PAGE 1
INVITATION TO BID
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INVITATION TO BID
Notice is hereby given that the Department of Public Works, Jeffe'son County,
Washington, will receive bids up until the hour of 11 :00 a,m,on November 16,1992 at the office of
the Department of Public Works, the Jefferson County Courthouse, Port Townsend, Washington,
for the labor, equipment and materials necessary to renovate the windows at the Pionee, Building
at 1014 Water Street, Port Townsend, WA.
This project is being bid pursuant to O'dinance No. 05-0601-92, using the Small Works
Roster Bidding P,ocedure, No advertisement will be published. Bids must be submitted in
Writing, Telephone quotations will not be accepted,
Bids shall be submitted in accordance with the plans and specifications on file at the
office of the Director of Public Works, Attention Frank Hall, Jefferson County Courthouse, 1820
Jefferson St,eet, Port Townsend, Washington 98368, (206) 385-9160.
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 cont'act price within ten
(10) days of the award. The Department of Public Works 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.
ATTENTION:
IT IS THE OWNERS DESIRE AND INTENT TO REHABILITATE THE EXTERIOR OF THIS
FACILITY.
THEREFORE WE HAVE PREPARED THESE BID DOCUMENTS BASED UPON THE
REPLACEMENT OF THE DOUBLE-HUNG WINDOWS AT THE FRONT OF THE BUILDING,
WE WOULD GLADLY ACCEPT BIDS TO TOTALLY REHABILITATE THE EXISTING
DOUBLE HUNG WINDOWS AT THE FRONT OF THE BUILDING IN LIEU OF REPLACING
THEM, PART OF THIS REHABILITATION WOULD REQUIRE THE CONVERSION FROM
DOUBLE HUNG TO SINGLE HUNG UNITS.
SUCH BIDS ARE TO BE CLEARLY MARKED AS AN ALTERNATIVE BID AND ARE TO BE
SUBMITTED ON DOCUMENT 00310 (b), ALTERNATE BID FORM,
End of Document
DOCUMENT 00020
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PIONEER BUILDING: PHASE 11/
Project No: PB1062 - Windows
SECTION 00100, PAGE 2
INSTRUCTIONS TO BIDDERS
1.02 RELATED DOCUMENTS
A. Document 00020 - Invitation to Bid.
B. Document 00460 - Non collusion certificate.
C. Document 00310 - Bid Form
D. Document 00410 - Bid Bond
E. Document 00660- Sample close out forms,
2. INVITATION
2.01 BID SUBMISSION
A. As noted in Document 00020: Invitation to Bids
2.02 EQUAL EMPLOYMENT OPPORTUNITY (Gene,al Application)
A. Discrimination in all phases of employment is prohibited by Title VII of the Civif Rights Act
of 1964 and Washington State Law Chapter 49,60 RCW. During the performance of this
contract, the Contractor agrees not to discriminate against any employee or applicant for
employment because of race, creed, color, national origin, sex, age, marital status, or the
presence of any physical, senosry or mental handicap. The contractor agrees to minority
and female employment on this contract in accordance with the goals established for
Jefferson County.
Women 6.9%
Minorities 6.1%
2.03 WORK IDENTIFIED IN THE CONTRACT DOCUMENTS
A. As noted in Document 00020: Invitation to Bids
2,04 CONTRACT TIME
A. Identify Contract Time In the Bid Form. The completion date in the Agreement shall be
the Contract Time added to the commencement date denoted as calendar days.
B. The Owner requires that the Work of this contract be completed as quickly as possible.
Consideration will be given to time of completion when reviewing the submllted Bids.
3. BID DOCUMENTS AND CONTRACT DOCUMENTS
3.01 DEFINITIONS
A. Bid Documents: Contract Documents supplemented with Invllatlon to Bid, Instructions to
Bidders, Bid Form and Appendix A, Supplements To Bid Forms and Appendices,
Identified herein.
B, Contract Documents: Defined In AlA A201 Article 1 Including issued Addenda.
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PIONEER BUilDING: PHASE III
Project No: PB1062 - Windows
INSTRUCTIONS TO BIDDERS
1. SUMMARY
1.01 DOCUMENT INCLUDES
A. Invitation
1. Bid Submission
2. Intent
3. Work Identified in the Contract Documents
4. Contract Time and Liquidated Damages
B. Bid Documents and Contract Documents
1. Definitions
2. Contract Documents Identification
3. Availability
4. Examination
5. Queries/Addenda
6. ProducUSystem Substitutions
C. Site Assessment
1. Site Examination
2. Prebid Conference
D. Qualifications
1. Qualifications
2. Prequalification
3. Subcontractors/Suppli erSlOth ers
E. Bid Submission
1. Bid Depository
2. Bid Ineligibility
3. Submission Procedure
F. Bid Enclosures/Requirements
1. Security Deposit
2. Consent of Surety or Agreement to Bond
3. Performance Assurance
4. Insurance
5. Bid Form Requirements
6. Fees for Changes In the Work
7. Bid Form Signature
B. Addillonal Bid Information
9. Prevailing wage requirements
10. Retainage
G. Offer Acceptance/Rejecllon
1. Duration of Offer
2. Acceptance of Offer
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SECTION 00100, PAGE 1
INSTRUCTIONS TO BIDDERS
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SECTION 00100, PAGE 3
INSTRUCTIONS TO BIODERS
PIONEER BUILDING: PHASE III
Project No: PB1062 - Windows
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 Owner's are the representatives 01 the Facilities Division olthe Jefferson County
Department 01 Public Works.
3.02 CONTRACT DOCUMENTS IDENTIFICATION
A. The Contract Documents as prepared by Facilities Division 01 the Jefferson County
Department 01 Public Works.
3.03 AVAILABILITY
A. In accordance with Ordinance # 05-0601-92 Section 3(b) "SMALL WORKS ROSTER
BIDDING PROCEDURE"
3.04 EXAMINATION
A. Bid Documents will be supplied to all Invited bidders by the Jefferson County Department
01 Public Works located In the lower level 01 the Courthouse In Port Townsend, WA.
B. Upon receipt 01 Bid Documents verify that documents are complete. Notify Owner
should the documents be incomplete.
C. Immediately notify the Owner upon finding discrepancies or omissions in the Bid
Documents.
3.05 QUERIES/ADDENDA
A. Direct questions to Frank Hall, telephone (206) 385.9160.
B. Addenda may be Issued during the Bidding period. All Addenda become part 01 the
Contract Documents. Include resullant costs in the Bid Price.
C. Verbal answers are not binding on any party,
D. Clarifications requested by Bidders must be in writing. The reply will be in the lorm 01 an
Addendum, a copy of which will be forwarded to all known to be in posesslon 01 the
Project Manual.
3.06 PRODUCT/SYSTEM SUBSTITUTIONS
A. Where the Bid Documents stipulate a particular Product, substitutions will be
considered by the Owner up to three (3) days before reclept 01 bids.
B. The submission shall provide sufficient Information to determine acceptability of such
products, owner will review and determine If substitution is approved equal.
C. When a request to substitute a Product Is made, the Owner may review the substitution
and Issue an Addendum to known Bidders.
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PIONEER BUilDING: PHASE 11/
Project No: PB1062 - Windows
SECTION 00100, PAGE 4
INSTRUCTIONS TO BIDDERS
D. In submission of substitutions to products specified, Bidders shall include in their
Bid, any changes requi,ed in the Work and changes to Cont,act Time and Contract
Sum/Price to accommodate such subs1itutions. A later claim by the Bidder
for an addition to the Contract Time or Contract SUmlP'ice because of changes in
Work necessitated by use of substitutions shall not be considered.
4. SITE ASSESSMENT
4.01 SITE EXAMINATION
A. Bidder must examine the project site before submitting a Bid.
B. The premises at the p,oject site are available for examination Monday through Friday
between the hours of 8:00 a.m. to 3:30 p.m. Owne, must be p,esent during sile visit.
C. Examination of site is to be arranged through Ihe Jetferson County Department of Public
Works. Att'n: Frank Hall (206) 385-9160.
5. QUALIFICATIONS
5.01 EVIDENCE OF QUALIFICATIONS
A. To demonstrate qualification for perfo'ming the Work of this Contract, Bidders may be
requested to submit written, evidence 01 financial position, previous experience, current
commitments, license to perform work in the State 01 Washington.
5.02 PREQUALlFICATION
A. Jefferson County does not require prequalifications of prospective bidders prior to
furnishing them a bid proposal packet. However, Jefferson County will dete,mine a
bidde~s qualifications atter bids are submitted. This determination shall be based
upon financial ability to complete the project and prior contract perfonnance.
5.03 SUBCONTRACTORS/SUPPLIERS/OTHERS
A. The Owner reserves the right to reject a proposed Subcontractor for reasonable cause.
B. Refer to AlA Article 5 of General Conditions A201.
6, BID SUBMISSION
6.01 BID DEPOSITORY
A. As noted In Document 00020: Invitation to Bid,
6.02 SUBMISSION PROCEDURE
A. Bidders shall be solely responsible for the delivery of their Bids in the manner and
time prescribed.
B. Submll one copy of the executed offer on the Bid Forms provided, signed and
sealed with the required security and bid bond.
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PIONEER BUilDING: PHASE III
Project No: PB1062 - Windows
SECTION 00100, PAGE 5
INSTRUCTIONS TO BIDDERS
C. Improperly completed Information, irregularities in bid bond, may be cause to decla'e the
Bid invalid or informal.
D. An abstract summary of submitted Bids will be made available to all Bidders following
Bid opening.
6.03 BID INELIGIBILITY
A. Bids that are unsigned, improperly signed or sealed, conditional, illegible, obscu,e,
contain arithmetical errors, erasures, alterations, or irregularities of any kind, may at the
discretion of the Owner, be declared unacceptable.
B. Bid Forms, Appendices, and enclosures which a'e 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 the Bid.
7. BID ENCLOSURES/REQUIREMENTS
7.01 SECURITY DEPOSIT
A. Bids shall be accompanied by a security deposit as follows:
1. As noted in Document 00020: Invitation to Bid.
B, Endorse the Bid Bond In the name of the Owner as Oblige, signed and sealed by the
Contractor as principal and the Surety,
C. The security deposll will be retumed after delivery to the Owner of the required
Performance Bond by the accepted Bidder.
D. Include the cost of bid security In the bid price.
E. After a bid has been accepted, all security deposlls will be returned to the unsuccessful
Bidders within ten days after execution of the contract.
F. If no contract Is awarded, all security deposits will be returned.
7.02 CONSENT OF SURETY
A Submit wllh the Bid.
7.03 PERFORMANCE ASSURANCE
A. Accepted Bidder: Provide a Perfo,mance bond as described In Document 00600
Contract Bond.
B. Include the cost of performance and assurance bonds In the Bid Price and Idenllfy the
cost when requested by the Owner.
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SECTION 00100, PAGE 6
INSTRUCTIONS TO BIDDERS
PIONEER BUILDING: PHASE III
P,oject No: PB1062 - Windows
7.04 INSURANCE
A. Provide an executed "Undertaking of Insurance" on a standard form provided by the
Insurance company stating their intention 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 Fonn 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 work including subcontractor and contractor profit and
overhead for Changes in the Work, whether additions to or deductions from the Work on
which the Bid Price is based.
B. Fees for change order work shall be charged at as rate of no more than 8% total fo, the
General Contractor and/or intermediate Sub-contractor on fees of Sub~ontractor that
actually performed the work. The 8% fee shall Include intermediate Sub-Contractor and
General Contractor profit and overhead for Changes in the Work, whether additions to or
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 P,oprietor" under the signature.
2. Parfnership: 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 olficer(s) In their normal
signatures. Insert the officer's capacity in which the signing officer acts, under each
signature. Affix the corporate seal. Ilthe Bid Is signed by olliclals other than the
President and Secretary of the company, or the PresldenUSecretaryfTreasurer 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 Bid Form In the Bid envelope.
4. Joint Venture: Each party of the Joint venture shall execute the Bid Form undur their
respective seals In a manner appropriate to such party as described above, similar to
the requirements of a Partnership,
7.08 ADDITIONAL BID INFORMATION
A. The apparent low bidders will be requested to submit the following Appendices to be
received by the owner In the time stated after Bid submission:
1. Appendix A - Subcontractors: 96 hours,
2. Appendix E - Cost Breakdown: 96 hours,
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SECTION 00100, PAGE 7
INSTRUCTIONS TO BIDDERS
PIONEER BUILDING: PHASE III
Project No: PB1062 - Windows
B. Appendix A - Subcontractors: Include the names of all Subcontractors and the portions 01
the Work they will perform.
C. Appendix E - Cost Breakdown identifies the Bid Price/Sum segmented into portions using
the standard CSI Master format sections as requested by the owner.
7.09 PREVAILING WAGE REQUIREMENTS
A Contractor must conform to all state, prevailing wage requirements and must obtain all
information related to paying p,evailing 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 for
reference in document 00670.
7.10 RETAINAGE
A. The Jefferson County Department of Public Works standard rate of retainage for this
project is set at the rate of five percent (5%).
7.11 BUILDING PERMIT
A. The contractor will be responsible for obtaining and payment for the building permit
issued through the City of Port Townsend, Planning and Building Department.
8. OFFER ACCEPTANCE / REJECTION
8.01 DURATION OF OFFER
A. Bids shall remain open to acceptance for a period of thirty (30) days after the Bid
closing date.
8.02 ACCEPTANCE OF OFFER
A. The Owner reserves the right to accept or reject any or all offers.
B. After acceptance, the Jefferson County Department of Public Wollls will Issue to the
successful Bidder, a NOTICE OF CONTRACT AWARD.
'.
End of Document
DOCUMENT 00100
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DOCUMENT 00310(a), Page 1
BID FOAM
PIONEER BUILDING: Phase III
Project No: PB1 062 - Windows
BID FOAM
Proposal of
(name, address, telephone number 01 bidder)
Proposal to RENOVATE AND REPLACE WINDOWS AT THE PIONEER BUILDING located at
1014 Water Street, Port Townsend, WA 98368
To: AII'n: Frank Hall: Project Manager
Jefferson County Department of Public WorKs
P.O. Box 1220
1820 Jefferson Street
Port Townsend, Wa 98368
Dear Sir:
The Undersigned, having examined the site of the proposed wor!<, Drawings, Specifications, and
related documents, being familiar with all of the conditions relating to the construction of the
proposed project, Including the availability 01 materials,services, equipment and appliances
required In connection with or incidental to said construction in strict conformance with the above
mentioned documents, for the Base Bid Amount of'
Dollars ($
Washington State Sales Tax
TOTAL BID $
NOTE: The above Total Bid Is InclusIve of Washlnaton State and Local Sales Taxes,
All applicable taxes which the Contractor Is required to pay as herein specified shall be Included
by him in his various bid price(s) or any other compensation to be paid to him under the contract.
TIME OF COMPLETION & LIQUIDATED DAMAGES
We agree to complete the work of this contract within a period of _ calendar days
beginning on the effective date of Notice to Proceed. 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 ($300.00) for the first caiendar day and One Hundred Dollars ($100.00) lor
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 SITE REVIEW REQUIREMENTS
Our representative
rovlewed the project site on
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DOCUMENT 00310(a), Page 2
BID FORM
PIONEER BUilDING: Phase III
Project No: PB1062 - Windows
The Contractor Is hereby advised that by signature of this proposal he is deemed to have signed
the following non-collusion certificate required for this project.
NON-COllUSION CERTIFICATE
The undersigned, being duly sworn, deposes and says that the person. firm, association, co-
partnership or corpo'ation herein named, has not, either directly or Indirectly, ente,ed Into any
agreement, participated in any collusion, or otherwise taken any action in restraint of free
competitive bidding in the preparation and submission of this proposal to Jefferson County for its
consideration in the award of the contract.
The Contractor for himself, and for his heirs, executors. administrators, successors, assigns, does
hereby agree to the full performance of all the covenants herein contained upon the part of the
Contractor.
It Is further provided that no liability shall aMch to the County by further reason of entering into
this contract, except as expressly provided herein.
IN WITNESS WHEREOF, the Contractor has executed this Instrument, on the day and year first
below written.
Executed by the Contractor
,1992
Foregoing contract approved
,1992
Surety
AlIorney-ln.fact
(Certified and effectively dated Power
of AlIorney must be attached)
On this day personally appeared before me known to me to be the
Individuals described In and who executed the within and foregoing Instrument, and acknowledge
that they signed the same as their free and voluntary act and deed, for the use and purpose
therein mentioned.
Given under my hand and official seal this _ day of
1992,
Notary Public In and for the State 01 Washington
resldi ng at
End of Document 00310(a)
,i~
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PIONEER BUilDING: Phase III
Project No: PB1062 - Windows
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DOCUMENT 00310(b), Page 1
ALTERNATE BID FORM
ALTERNATE BID FORM
Proposal of
(name. address. telephone number 01 bidder)
Proposal to RENOVATE ALL WINDOWS AT THE PIONEER BUilDING located at 1014 Water
Street, Port Townsend, WA 98368
To: Alt'n: F,ank Hall; Project Manage,
Jefferson County Department of Public Works
P.O. Box 1220
1820 Jefferson Street
Port Townsend, Wa 98368
Dear Sir;
The Undersigned, having examined the site ollhe proposed work, Drawings. Specifications, and
related documents, being lamiliar with all 01 the conditions relating to the construction 01 the
proposed project, Including the availability 01 materials, services, equipment and appliances
required In connection with or Incidental to said construction In strict conformance with the above
mentioned documents, lor the Base Bid Amount of'
Dollars ($
Washington State Sales Tax
1.
TOTAL BID $
NOTE: The above Total Bid Is InclusIve 01 Washlnaton State and local Sales Taxes,
All applicable taxes which the Contractor Is required to pay as herein specified shall be Included
by him In his various bid price(s) or any other compensation to be paid to him under the contract.
TIME OF COMPLETION & LIQUIDATED DAMAGES
We agree to complete the work 01 this contract within a period 01 _ calendar days
beginning on the effective date 01 Notice to Proceed. In the event that the work Is not completed
at said time, the Contractor agrees to forteit to the Owner as liquidated damages the sum 01
Three hundred Dollars ($300.00) for the first calendar day and One Hundred Dolla's ($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 SITE REVIEW REQUIREMENTS
Our representative
reviewed the project site on
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DOCUMENT 00310(b}, Page 2
ALTERNATE BID FORM
PIONEER BUILDING: Phase III
Project No: PB1062 - Windows
The Contractor Is hereby advised that by signature of this proposal he Is deemed to have signed
the following non-collusion certificate required for this project.
NON-COLLUSION CERTIFICATE
The undersigned, being duly sworn, deposes and says that the person. fi,m, association, co-
partnership or corporation herein named, has not, either directly or indirectly, entered Into any
agreement, participated In any collusion, or otherwise taken any action in restraint of free
competitive bidding in the preparation and submission of this proposal to Jefferson County for its
consideration In the award 01 the contract.
The Contractor for himsell, and for his heirs, executors, administrators, successors, assigns, does
hereby agree to the full performance of all the covenants herein contained upon the part of the
Contractor.
It is further provided that no liability shall attach to the County by further reason of entering Into
this contract, except as expressly provided herein.
IN WITNESS WHEREOF, the Contractor has executed this instrument, on the day and year first
below written.
Executed by the Contractor
,1992
Foregoing contract approved
,1992
Surety
Attorney-In-fact
(Certified and effectively dated Power
of Attorney must be attached)
On this day personally appeared belore me known to me to be the
Individuals described In and who executed the within and foregoing Instrument, and acknowledge
that they signed the same as their free and voluntary act and deed, for the use and purpose
therein mentioned.
Given under my hand and ofllclal seal this _ day of
1992.
Notary Public In and for the State of Washington
residing at
End of Document 00310(b)
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PIONEER BUILDING: Phase III
Project No: PB1062 - Windows
DOCUMENT 00410
BID GUARANTEE
BID GUARANTEE
The undersigned furnishes herewith bid guarantee In the amount of 5% of the total olthe base bid
proposal. This bid guarantee warrants that the undersigned will not withdraw his proposal for a
period of thirty (30) days aller the scheduled closing time for the receipt 01 proposals. That if this
proposal Is accepted. the undersigned will enter into a formal contract prepared by Jefferson
County and that the requi,ed 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 01 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 defaun of
the undersigned.
ff a bid bond Is used. it shall be submined on a form furnished or approved by the County and
signed by the bidder and his surety company. The sureties allorney 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 Document
DOCUMENT 00410
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DOCUMENT 00500, Page 1
CONTRACT FORM
PIONEER BUilDING: Phase III
Project No: PB1062 - Windows
CONTRACT
JEFFERSON COUNTY, WASHINGTON
THIS AGREEMENT, made and entered into this day of , 1992, between
the COUNTY OF JEFFERSON, acting through the Jefferson County Commissioners and the
Director of Public WorKs under and by virtue of Title 36, RCW, as amended and
of
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 ag,ee as follows:
1. The Contractor agrees to furnish all materials and do certain work, to-wit: That the said
Contractor herein will undertake and complete the following described worK: Fumish all
labor, equipment and coordination necessary to RENOVATE AND REPLACE WINDOWS
AT THE PIONEER BUilDING located at 1014 Water Street, Port Townsend, WA 98368,
In accordance with and as described In the attached specifications and the terms and
conditions herein contained and shall at the owne(s discretion perform any alterations In
or additions to the work provided under this contract and every part thereof,
The Contractor shall provide and be at the expense of all equipment, worK and labor of
any sort whatsoever that may be ,equlred for the transfer of materials and for
constructing and completing the work provided for In this contract and every part thereof,
except such as are mentioned In the specifications furnished by the County of Jefferson.
2. The County of Jefferson hereby promises and agrees with the Contractor to employ, and
does employ the Contractor to provide the materials and to do and cause to be done the
above described work and to complete and finish the same according to the attached
plans and 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
conditions provided for In this contract The County further agrees at the County's
discretion to employ the Contractor to perform any allerations 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 plans and specifications.
3. The Contractor for himself, and for his heirs, executor, administrators, successors, and
::sslgns, does hereby agree to the full performance of all the covenants herein contained
upon the part of the Contractor.
4. It Is further provided that no liability shall attach to the County by reason of entering Into
this contract, except as expressly provided herein,
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PIONEER BUilDING: Phase III
Project No: PB1062 - Windows
DOCUMENT 00500, Page 2
CONTRACT FORM
IN WITNESS WHEREOF, the Contractor has executed this Instrument on the day and year li,st
below written, and the Board of County Commissioners has caused thIs Instrument to be
executed by and In the name 01 said County of Jefferson the day and year first above written.
Executed by the Contractor
Contractor
By
Foregoing Contract Approved
Surety
By
Attorney-In.Fact (Certified and effectively dated Power
01 Attorney must be attached)
County of Jefferson
Board of CommIssioners
Chairman
Member
Member
Approved as to form thIs
day of
Prosecuting Attorney
End of Document
DOCUMENT 00500
ll'Il~mu""''lo_--'_d''''-'''~I<l1!'III;,..r,'~''t]f:{:lffl'''~'''''"''''-''...
'",
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,1992
.1992
,1992
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SECTION 00600, Page 1
CONTRACT BOND FORM
PIONEER BUILDING: Phase III
Project No: PB1062 - Windows
CONTRACT BOND
JEFFERSON COUNlY, WASHINGTON
KNOW ALL MEN BY THESE PRESENT:
That
,01
, as Principal,
and
, as Surety, are jointly and
severally held and bound unto the County 01 Jefferson, the penal sum of
Dollars ( $ I , lor the payment of whiCh we
jointly and severally bind ourselves, our heirs, executors, administrators, and assigns, and
successors and assigns, lirmly by these presents.
The condition of this bond is such that WHEREAS, on the
day 01
, AD. , 1992, the said Principal herein, executed a certain
contract with the County 01 Jefferson, by the terms, conditions and provisions of which contract
the said ' Principal herein, agrees to furnish all materials
and do certain work, to-wit: That the said Principal herein will undertake and complete the
following described work:
FURNISH ALL LABOR AND MATERIALS NECESSARY TO RENOVARE AND REPLACE
WINDOWS AT THE PIONEER BUILDING located at 1014 Water Street, Port Townsend, WA
96368, as per maps, plans and specifications made a part 01 said contract, which contract as so
executed, is hereunto attached and Is now relerred to and by this reference Is incorporated herein
and made a part hereof as fully lor 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 pertormed under the
said contract, upon the terms proposed therein, and within the lime prescribed therein. and until
the same is accepted, 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.
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PIONEER BUilDING: Phase III
Project No: PB1062 - Windows
WITNESS our hands this
PRINCIPAL
By:
. .. ";'; "."..",.y,~~~.~,,,,,,,,~;",-;
day 01
APPROVED AS TO FORM this _ day of
Prosecuting Attorney
Jefferson County, WA
Address 01 local office and agent of surety company:
Name
Street
City
State
End 01 Document
SECTION 00600
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SECTION 00600, Page 2
CONTRACT BOND FORM
1992,
SURETY COMPANY
By:
By:
Attorney-In-Fact
(Certified and effectively dated
Power of Attorney must be attached)
1992.
Zip Code
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SECTION 00650, Page 1
MANAGEMENT OF STATUTORY
RETAINED PERCENTAGE
PIONEER BUilDING: Phase III
Project No: PB1062 - Windows
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 (30) day following final acceptance of the work.
Date:
Signed:
B. I hereby elect to have the Owner deposit the retained percentage of this cont,act 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
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 DOCUMENT
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PIONEER BUILDING: Phase III
Project No: PBl 062 - Windows
DOCUMENT 00670, Page 1
STATE OF WASHINGTON
PREVAILING WAGE RATES
STATE OF WASHINGTON
PREVAILING WAGE RATES
Elteclive dale
September 2,1992
Issued by
DEPARTMENT OF LABOR AND INDUSTRIES
ESAC DIVISION
406 LEGION WAY SE
OLYMPIA, WA 98504
(206) 753-4019
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5T A TE OF WASHINGTON
DEPARTMENT OF LABOR AND INDUSTRIES
ESAC DIVISION - TELEPHONE lZ061 753-4019
406 LEGION WAY SE. OlYMPIA, WASHIIiIGTCIit 915504
\MSII11IGTC* STATE NEVAIUK \MoliiE UTES .
oIEFFosc. a:DIn
EFFECTIVE D9-OZ-92
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lMCE nllMiE TIllE KlLIDAf -.n;
a...ASS1 FI CATJ~ Wi mwu ~ ~
.. ASBESTOS ABATEJEMT. CERTIfiED
Certified Aabestoe AbateMent Worker 16.98 3.60 1M 50
.. 101 LERMAIERS
Boile~ker 22.07 5.91 lR 5N
** .Jc:n.ATERS aim IIWtBlE MS(IIS
ALL Classifications 2O.n 3.711 18 5A
.. IUILDIMG SERVle:: ENPLOYEES
JanItor 6.29 D.36 I. 5U 8H
TraveLing Wuel"',Sh..,ooer 6.68 D.36 I. 5U 8H
"tndow Cleaner. 9.95 0.36 I. 5U 8H
.. CABINET MaRS
Cabf net Mak.er - J n Shop 13.12 0.00
.. CAIlPEIfTERS
Carpenter 20.39 4.40 1M 50
Drywall Applicator 20.39 4.40 1M 50
Creosoted Material 20.49 4.40 1M 50
Floor 'fnfaher 20.52 4.40 1M 50
FLoor Leyer 20.52 4.40 1M 50
FLoor Sander 20.52 4.40 1M 50
Sawf'le.. 20.52 4.40 1M 50
Shingler 20.52 4.40 1M 50
Accoua t f cal Yorker 20.55 4.40 1M 50
Piledriver 20.59 4.40 1M 50
SUtt~ry Woodworking Tool. 20.52 4.40 1M 5D
Millwright 21.39 4.40 1M 50
.. eBENT MASCIIIS
CEMENT MASON 20.76 5.00 10 50
,. PATCHING ANO PAVING 20.76 5.00 10 50
CURING 20.76 5,00 10 50
QJRB AND CUTTER 20.76 5.00 10 50
SrOE~ALKS 20.76 5.00 10 50
SEAL rNG CllMPOONO 20.76 5.00 10 50
ONOERLAfMEN' 21.01 5.00 10 50
MAST Ie, EPOXY, PLAST I C 21.01 5,00 10 50
CONCRETE SA~ 21.01 5.00 10 50
POIJER TOOLS AND GRINDERS 21.01 5.00 10 50
SANDBLASTING 21.01 5.00 10 50
fiNISH COLCNlEO COllCRETE 21.01 5.00 10 5D
CONnE NOZZLE PERSON 21.01 5.00 10 50
TUNNEL tJORKEAS 21.01 5,00 10 50
TROJEL MACHINE ON COlORED 22.26 5,00 10 50
SLABS, CCl4POSITION OR
KALMAN FlOOAS
.. aMI.ItlCATICII TECMIlICIAXS
C~lc.tion Technlc"n 12.B7 0.00
ElKtronlc Technician 12.07 0.00
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PIONEER BUILDING: Phase III
Project No: PB1062 - Windows
SECTION 00700, Page 1
GENERAL CONDmONS &
SUPPLEMENTARY CONDmONS
GENERAL CONDmONS &
SUPPLEMENTARY CONDITIONS
The "General Conditions of the Contrnct for Construction", AlA Document A-201, 1987 Edition, Ankles I
through 14 inclusive is here by made pan 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 ponions of
the AlA General Conditions which are not altered by these Supplementary Conditions shall remain in effect as
published. A copy of the AlA General Conditions is available at the Architect's office for reference.
NOTE: Wherever the word" Architect" is used, substiUIte the word "Owne,..
lnlI=
Page 2: Change as follows:
Arbitration". the 17th item in column one, is deleted and substituted in its place is "Dispute
Resolution" .
ARTlCI.I': 1 - CONTRACT DOCIIMENTS'
1.1 Definitions
1.1.1 The Contract Documents
Paragraph 1.1.1: Substitute the following:
In the first line after the word" Agreement", insen the words, "Instructions to
Bidders, and the Contractor's executed bid." Delete the last sentence. "Unless
specifically enumerated. . . relating to bidding requirements."
1.1.4 The Project
Paragraph 1.1.4: Add the following sentence:
The Work will be awarded under a single Contract including general, mechanical
and electrical work,
L3,1
Ownership and Use of Architect's Drawings, Specifications and Othe, Documents.
Paragraph 1.3.1: Add subparagraph as follows:
1.3.1.2
The daUl given in U,e specifications and shown on U,e plans and drawings is
believed lo be accu'ate but the accuracy is nOt gua,anteed, n,e Contraelor must
take all levels, locations, measurements. and verify all dimensions on the job site
prio, to construction and adapt his work \0 Ule exact construction.
ARTlCI.I': 3. Tim CONTRACTon
3.4 Labo, and Materials
Paragraph 3.4.3 Shall be added as follows:
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SEcrION 00700, Page 2
GENERAL CONDmONS &
SUPPLEMENTARY CONDmONS
PIONEER BUILDING: Phase 111
Project No: PB1 062 - Windows
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 and Architect This responsibility for the care and storage of materials shall be with
the Contractor whcther such matcrials are furnished by the Contractor or by the Owner.
3.7 Pennits, Fees and N mices
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
pennit fees required by Code and other regulatory agencies.
3.10 Contractor's Construction Schedule
Subparagraph 3.10.1: Delcle the first sentence: "The Contractor, promptly after being
awarded... schedule for the Work.", and substitute for the deleted scntence the
fo\lowing:
3.10.1 Within ten (10) days after signing the Contract. the Contractor shall submit constrUction
schedule to the Owner and the Architect An updated constrUction schedule shall be
submiued witll each Application for Progress Payment.
ARTICLE 4 _ AOMINISTRATION OFTHE CONTRACT
4.1 Architect
Paragraph 4.1: Add the fo\lowing subparagraph 4. L2.1
4.1.2.1 The Architect is nol bound to define the limits of any subeontracl, and will not enter into
disputes between the Contracto, and his employees, including subeontractors.
Paragraph 4.1.4: Revise to read as fo\lows:
4.1.4 Disputes arising under Subparngrnph 4.1.2 and 4.1.3 shall be subject to dispute
resolution as defined in paragrnph 4.5.
Paragraph 4.2.4: Modify as fo\lows:
Delcte the words "endeavor to" after "Contractor sha\l" in tile second sentence.
4.5 Arbitration: Delete enlire litle and substitute the following:
The title "Arbitration" is deleted and substiluted in its place is "Dispute Resolution" liS the new tille
of the paragraph, lInd throughout 4.5 in il'S entirety,
Paragraph 4.5.1: Revise lines 3-5 a< fo\lows:
...shall be settled by the Di,ector of tile Jefferson County Department of Public Works,
lInd judgcmcnt upon...
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SECTION 00700, Page 3
GENERAL CONDmONS &
SUPPLEMENTARY CONDmONS
PIONEER BUilDING: Phase III
Project No: PB1062 - Windows
Paragraph 4.5.2: Revise lines 4-6 as follows:
...by the Jefferson County Department of Public Works, unless the parties...
ARTICLE 7 - CHANGES IN THE WORK
7.3 Construction Change Directives
Paragraph 7.3.6: Delete items .1 through .5 and substilUle the following:
I. Additive Changes:
a. Direct Labor Costs:
This is defined as the estimated labor costs detennined by either the estimated number of
journeyman craft hours to perfonn 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 crafl man-hour costs; whicheve, is applicable,
according to industry practice.
The hourly costs shall be based on the following:
(I) Basic Wages: Current minimum prevailing hourly wage rates, including vacation
pay, for all labor, c,ew foreman, and general foreman pcrfonning and/or directly
supervising the work on the sileo These rates, whichever arc applicable, arc
established by the prevailing wage rate.
(2) Fringe Benefits: Fringe benefits established by the Stale of Washing lon,
Deparunent of Labo, and Industries 0' contributed to labo, trust funds as itemized
fringe benefits, whichever are applieable.
(3) Worker's Insuranees; Direct contributions Ie the State of Washington as Industrial
Insurance; Medical Aid; and Supplemental Pension, by the class and rates
established by the State of Washington, Deparunent of Labor and Industries.
(4) Federal Insurances: Direct contributions required by the Federal Insurance
Compensation Ac~ (F.I.C.A); Federal Unemployment Tax Act, (F.U.T.A,); and the
SUIte Unemployment Compensation Act, (S.U.C.A.),
(5) COSL<: Cost incurred by the Washington Industrial Safety and Health Act,
(W,I.S.H.A.), shall be an nmounlto be agreed upon but nOlto exceed 2% of I,
2,3, and 4 above.
(6) Travel Allowance: Travel Allowance and/or subsistence, if applicahle, not 10
exeeed those est.1blished by Regional Labor Union Agreements, shall be
itemized and idenLified separately.
(7) Items specifically excluded:
.. ContraclOr Orgnni7.ation ducs.
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SECTION 00700, Page 4
GENERAL CONDITIONS &
SUPPLEMENTARY CONDITIONS
PIONEER BUILDING: Phase III
Project No: PB1062 - Windows
b. Direct Material Costs:
This is defined as an itemization of the estimate<! quantity of materials necessary lO
perform the change in the work and the cost therefore. These costs shall be by the Wlit
cost applied lO the quantity and extended. The unit costs shall be based on the
following:
(I) The competitivc 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:
(I) Major Tools and Equipment: This is defined as an itemization of and the
estimated length of time eonstruction 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 thejob 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 agrecment between the
Associated General Contractors, (A.G.C.), and Washington State
Deparunent of Highways.
(b) The current rental rates established by the Slate of Washington, Utilities
and Transportation Commission for trucks used on highways.
(c) The current rental rates established by the National Electrical ConunclOr's
Association (N.E.C.A.) for equipment used on electrical work.
(d) TIle current rental rates established by the Mechanical ConuaclOr'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 ag,eed rental rate shall be es~1blished for that equipmenL
Such rates and the use of the equipment on the work must be approved
by the contracting authority prior lO performing the work.
(I) TIle rates in eITect at the time of the performance of Ute work ore Ute
maximum rutes allowable fo, equipment of modem design and in good
working condition and include full compensation for furnishing all fuel, oil,
lubrication, repairs, maintenance, and insurance.
(2) Small Tools, Expendahle and Consumable Supplies:
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PIONEER BUILDING: Phase III
P'oject No: P81062 - Windows
SECTION 00700, Page 5
GENERAL CONDITIONS &
SUPPLEMENTARY CONDmONS
(a) lhese",e general in nalure and arc defined as tools for which the initial
purchase price is under S500 and are normally furnished by tile
pcrfonning contractor.
(b) lhe allowable rate fo, small 10015 will be an amounllo be agreed upon bul
nOlto exceed the following:
- Geneml Conlractors: 3% of dircctlaoor costs.
- Specialty Contracto's: 5% of dirccllabo, costs.
(c) Expendable and consumable supplies directly associaled with the
change in work LO be itemized.
d. Prime Sub.cOntroclor's Proposals:
Sub.contraclor's proposals are to be itemized as in la, Ib, and Ic above.
e. Overhead and Prolil by the Contr.lCto' AClllally Performing the Work:
A lotal amounllo be agreed upon bUI nOlto exceed 15% of items la, Ib, and Ie above
will be allowed. TIlis is 10 compensate such COnlraclOr for all personnel not defined in Is.
above; tempomry conslruclion facililies; home omce costs; omce engineering and
eslimalion costs; and prolil, plus any other cOSI ineidenlalto lhe performance of the
change in work.
f. Overhead and Prolil by lhe Prime Contractor or Inlermediate SubeontrolCtor on Sub-
Contractor's AClually Performing lhe Work:
(I) A lotal amOUnllO be agreed upon bUI nolto exceed 8% of the total amount of
sub.contraclors proposals as delined in "e" above will be allowed for nil overhead
and prolilto supervise and administer Ihe Sub-COnlrolCtors aClually performing the
change in Ihe work.
(2) No dirccllabor by the prime contraClor will be allowed added 10 a sub-COntraclor's
proposal. Prime contraclor's direct labor, if required, musI be submilted as
outlined in la, Ib, Ic and Ig,
g. Cost of Any Increll.e of D""rca..e in Premium by Insurance and Public Works Bond
Caused by Ihe Change:
(I) Contractor's Liability Insurance:
To the above, lhe costs of the Contractor's LiabiliLy lnsunulce as outlined unde,
Anicle 27 herein is 10 be added.
(2) Public Work Bond:
To the above, the cosL of the Contraclor's public works bond as oUllined under
Arlicle 29 herein is 10 be added.
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SECTION 00700, Page 6
GENERAL CONDITIONS &
SUPPLEMENTARY CONDIl10NS
PIONEER BUilDING: Phase III
Project No: PB1062. Windows
2. Deductive Changes:
a. Items la" Ib, Ic, Ie, and Ig will be itemized for deleled changes in the work.
b. Reslocking 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 In. Ib, I
c, and Id.
b. If olber addilive changed items are included in the same change proposal the appropriate
overhead and profit allowed is to be applied to these individual changed ilems.
4. Changes Under 5500.00:
If the description of the change in the work is, in the opinion of lbe Owner, defmitive enough for the
Owner to determine fair value and tOlal of the change docs not exceed 5500.00, no breakdown is required.
5. Changes Belween 5500.00 and 51,500.00:
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 I e and I C.
ARTICLE 8. TIME
Subparagraph 8.3.4: Add as follows:
8.3.4 The Contractor shall notify the Owner in writing within thrcc (3) days of the beginning of
any delay for which an extension of time is to be requested by the Contractor. The
causes for such dclay shall be included in the notification.
ARTWLE 9. PA YMFNTS ANO COMPI ETION
Paragraph 9.3 Applicalions for Payment
Subparagraph 9.3.1 Delele line 9 "if provided fur elsewhere in the Contract Documents."
Subparagraph 9.3.1 Substitute the following for the dcleted line: "In conformance with current statutes
of the Slate of Washington:'
Parag,aph 9.6 Progress Paymcnts
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Project No: PB1062 - Windows
SUbparagraph 9.6.1: Add as follows:
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SECTION 00700, Page 7
GENERAL CONDITIONS &
SUPPLEMENT AR Y CONDIllONS
9.6.1 Ba<;Cd on Applications for Payment submiued to the Architect and Cenificates of
Paymcnt issued by the Architec~ the Owner shall make progress payments on accounts
of the Contract Sum to the Contractor as follows:
I. Not more frequenUy than monthly.
2. In amount not to exceed the aggregate value of work completed and
malerials stockpiled on the site as detennined by the ilemized schedule
of costs submiued on AlA 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 thiny (30) days of issuance of Cenificale
of Payment, except that amount withheld as retainage.
AddParagraph 9.1 I 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 Fonn. The Contractor and the ConlrnCto"s surety. if any,
shall be liable for and shall pay the Owner, the sums hereinafter stiuplated as fixed,
agreed and liquidaled damages, and not as penalty, for each calendar day of delay until
the Work is substantially complele.
a. Three Hundred and no/lOO(S300.00) dollars for the first calendar day the Work
remain uncompleted.
b. One Hundred and no/IOO(SIOO.OO) dollars for each and every calendar day
beyond the first day that the Work remains uncompleted.
ARTICLE 10 . PROTECTION OF PERSONS ANI) PROPERTY
10.1 Safety Precautions and Prog,ams
Delete subparagraph 10.1.2, and substitute the fOllowing:
10.1.2 In the event the Contractor encounte,s on the sile malerial reasonable believed to be
asbestos or polychlorinated biphenyl (PCB) which has not been rendered harmless, the
Contracto' shall immedialely stop Work in the area affected and repon the condition to the
Owner and Archilect in writing. The Work in the affected area shall not thercafler be resumed
except by written agreement of the Owner and Contractor if in fact the material is asbestos or
polychlorinated biphenyl (PCB), 0' when it has been rendered hannless by writlen agreement of
the Owne, and Contracto" or in accordance with final detennination by the Architect on which
litigation has not been demanded, or by litigation under Anicle 4.
Add subparagraph 10.1.5 as follows:
Malerials containing asbestos are strictly p,ohibilcd fo, use in tllis project. Contractor shall
verify U13t all products utilized are asbestos free.
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SECTION 00700, Page 8
GENERAL CONDITIONS /J.
SUPPLEMENTARY CONDmONS
PIONEER BUilDING: Phase III
Project No: PB1062 - Windows
ARTlC'1 F. 11 _lNSlIRANC'F. ANn nONDS
Paragraph 11.1 Contractor's Liability Insurance
Subparagraph 11.1.1.8: Add as follows:
11.1.1.8
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 covcrages as applicable.
2. Independenl Contractor's Protective.
3. Products and Completed Operations.
4. Personal Injury Liability with Employement Exclusion delelCd.
5. Contractual, including specified provision for ContraclOr's obligation
under Paragraph 3.18.
6. Owned, non-owned and hired moto' vehicles.
11.1.1.9
7. Broad Fonn Propeny Damage including Completed Operations.
8. Stop Gap or Employers' Contingent Liability.
9. Explosion, Collapse, Underground Damage (Rcferred to as "X,C,U").
If the General Liability coverages are provided by a Commcrcial General Liability
Policy on a claims-made basis, the policy date or Reuoactive Dale shall predate
the ConUact; the tennination dale of the policy or applicablc extended reporting
period shall be no earlier than the tennination date of coverages required to be
maintained after final payment, certified in accordance with Subparagraph 9.10.2.
Subparagraph 11.1.2, I: Add as follows:
11.1.2.1
The insurance required by Subparagraph 11.1.1 shall be wrillen for notlcss than
the following limits, or greater if required by law:
I. Worke,s Compensation:
(a)
Slale
Slatutory
2. Comprehensive or Commercial General Liability including Premises-
Operating; Independent ConuaclOrs' Prolcctive; Products and
Completed Operations; Broad Fonn Property Damage):
(a) Bodily injury:
$500,000
$500,000
Each Occurrence
Aggregate
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SECTION 00700, Page 9
GENERAL CONDmONS &<
SUPPLEMENTARY CONDmONS
PIONEER BUILDING: Phase III
Project No: PB1062. Windows
(b) Propcny Damage:
$500,000
$500,000
E3ch Occurrence
Aggregate
(c) Products and Completed Operations to be maintained for one (I) year
after fmal payment:
$100,000
Ag,egate
(d) Propeny Damage Liability Insurance shall provide X,C. and U coverage.
(e) Broad Fonn Propeny Damage Coverage shall include Completed
Opcrntions.
3. ContraclUral Liability:
(a) I:lodily Injury:
$500,000 E3ch Occurrence
$500,000 Aggregate
(b) Propcny Damage:
$500 ,000 E3ch Occurrence
$500,000 Aggregate
4. Personal Injury, with Employment Exclusion deleted:
$500,000
Aggregate
5. Business Auto Liabilily (including owned, non-owned and hired vehicles):
(a) Bodily Injury:
$500,000
$500,00
E3ch Person
E3ch Occurrence
(b) Properly Damage:
$500,000
E3ch Occurrence
6. If lhe General Liability coverages are provided by n Commercial Liability
policy, the:
(a) Geneml Aggregate shall be nOlless than S500,OOO and il shall apply, in
total, to this Project only.
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SECTION 00700, Page 10
GENERAL CONDITIONS &.
SUPPLEMENTARY CONDITIONS
PIONEER BUILDING: Phase III
Project No: PB1062 - Windows
(b) Fire Damage Limit shall be not less than 55,000,000 on anyone fire.
(c) Medical Expense Limit shall be not less than 5500,000 on anyone
person.
Paragraph 11.1 Conuactor's Liability Insurance
Subparagraph II. 1.3: Add as follows:
11.1.3 Said certificate shall include the following statemene "The Insurance Company has
reviewed the coverage requiremenlS as stated in these requiremenlS and certifies that the policy of
insurance represented by said Certificate includes (but is not limited to ) the coverages
designated."
Subparagraph 11.1.14: 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, agenlS 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 Cenificate of PaymenL
11.1.4.3
Insurance shall be wriuten by a finn licensed to do business in the State of
Washington, and as approved by the Owner. Approval of this insurance by the
Owner shall not relieve or decrease the liability of the Contractor hereunder.
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
End 01 Document
SECTION 00700
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SEcrION 01010, Page 1
SUMMAR\' OF WORK
PIONEER BUilDING: Phase III
Project No: PBI062 - Windows
SUMMARY OF WORK
1.01 INTENT
A. At front of building, remove and replace with new Wood single hung windows
1. Three (3) second story windows each with an overall size of
approximately s.o x 8-0.
2. One (1) second story window with an overall size of approximately
2-2 x 8.{J.
3. Seven (7) third story windows each with an overall size of approximately
2-2 x 6-6.
B. At front of building, reglazing exixting arch top 1/4 round and 1/2 round
windows with new glass.
1. Three (3), 1/2 round, windows one each above each of the three second
story windows identified as item A.l. above. Approximate size s.{) x 3-0
with arch top.
2 One (1),1/4 round, window above the second story window Identified
as item A.2. above. Approximate size 2~ x 3-0 with arch top.
3. Three (3), 1/2 round, windows one each above each of three pair of third
story windows identified as item A3. above. Approximate size S.{) x 3-0
with 12 lites.
4. One (1), 1/4 round. window above the single window identified as item
A.3, above. Approximate size 2~ x 3-0 with 6lites.
C. Reglaze and repair the windows on the second and third floor.
1. Rework window operation such that the windows will function properly
as single hung windows.
2. Reset trim (casing) such that the windows will fit snug and will
essentially eliminate the air Infiltration.
3. Regla7-c all second and third floor windows.
D. Paint exterior side of all second and third floor windows (fronl and back of
building).
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PIONEER BUILDING: Phase III
Project No: PBl 062 - Windows
SECTION OllllO, Page 2
SUMMAr~Y OF WORK
E. Paint exterior of the main entrance doo,s at 1014 Water Street.
F. Glazing for existing units shall be as requi,ed 10 industry standards.
ATTENTION:
IT IS THE OWNERS DESIRE AND INTENT TO REHABILITATE THE EXTERIOR OF THIS
FACILITY.
THEREFORE WE HAVE PREPARED THESE BID DOCUMENTS BASED UPON THE
REPLACEMENT OF THE DOUBLE-HUNG WINDOWS AT THE FRONT OF THE BUILDING.
WE WOULD GLADLY ACCEPT BIDS TO TOTALLY REHABILITATE THE EXISTING
DOUBLE HUNG WINDOWS AT THE FRONT OF THE BUILDING IN LIEU OF REPLACING
THEM. PART OF THIS REHABILITATION WOULD REQUIRE THE CONVERT/ON FROM
DOUBLE HUNG TO SINGLE HUNG UNITS.
END OF DOCUMENT
sECl10N 01010
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SECTION 01300, Puge 1
SUDMllTALS
PIONEER BUilDING: Phase III
Project No: PBI062 - Windows
SUBMITI ALS
PARTl GENERAL
1.01 SECI10N INCLUDES
A. Construction progress schedules.
B. Proposed Products list.
C. Manufacturers' instructions.
D. Manufacturers' certificates.
1.02 RELATED SECI10NS
A. Section 01700 - Contract Closeout: Contract closeout submillals.
1.03 CONSTRUcrION PROGRESS SCHEDULES
A. Submit initial progress schedule within 15 days after date established in Notice to
Proceed for Owner's review.
B. Revise and resubmit as required.
1.04 PROPOSED PRODUcrs LIST
A. Within 15 days after date of Owner-Contractor Agreement. submit complete list of major
products proposed for use, with name of manufactu,er, trade name, and model number
for each product.
B. For products specified only by reference standards, give manufacturer, trade name,
model or catalog designation, and reference standards.
1.05 MANUFAcrURER'S INSTRUCI10NS
A. When specified in individual specification Sections, submit manufacturers' printed
instructions for delivery. storage, assembly, installation, start-up, adjusting, and
finishing, in quantities specified fo, P,oduct Data.
B. Identify conflicts between manufacturers' instructions and Contract Documents.
1.06 MANUFAcrURER'S CERTIFICATES
A. When specified in individual Specification Sections, submit manufacturers' certificate to
Owner for review, in quantities specified for Product Data, but in no case less than two
(2) copies are to be submilled.
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SECTION 01300. Page 2
SU8MIlTALS
PIONEER BUilDING: Phase III
Project No: PB1062 - Windows
B. Indicate material or Product conforms to or exceeds specified requirements. Submit
supporting reference date, affjdavits, and certifications as appropriate.
C. Certificates may be recent or previous test results on material or Product. but must be
acceptable to Owner.
End or Document
SECDON 01300
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SECTION 01630, Page 1
PRODUCT SUBSTITUTIONS
PIONEER BUILDING: Phase III
Project No: PB1062. Windows
PRODUCT SUBSTITUTIONS
1.01 GENERAL
A. The Contract documents specify certain articles, devices, and products by ~sting
acceptable manufacturers and products, certain materials by reference standards
and certain items by performance requirements.
Quotes must be based upon use of specific items named in the specifications or
approved substitutions. In certain cases, specific items have not been named
because of operational, maintenance or local governmental considerations; approval
of equal quality substitutions are not to be assumed.
Request for substitution must be made in writing at least FIVE (S) days prior to the
bid date, Said request must include complete descriptions, technical data, and
performance records. All requests are subject to acceptance by both,the Owner, and
the 'City of Port Townsend Historical Preservation Commission",
1.02 SUBSTITUTIONS
A. It is the ContractMs responsibility to ascertain that all materials and products
selected by him, of for him, by subcontractors or materials suppliers, conform with
requirements of the Contract Documents. The approval of a manufacture(s or a
subcontracto(s name by the Owner does not relieve the Contractor from his
responsibility for providing materials and products complying with the Contract
Documents.
B. Requests for Approval of Substitute Materials and Products: If the Contractor has
knowledge of some material other than that specified which he has investigated, or
used, and will guarantee to be equal to, or better than, the specified material, he may
request approval. Wrillen request for approval of substitute materials and products
may be submilled on Substitution Request Form (SECTION 01631).
END OF SECTION 01630
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PIONEER BUILDING: Phase III
. Project No: PB1062 - Windows
SECTION 01631, Page 1
SUBSTITUTION REQUEST FORM
SUBSTITUTION REQUEST FORM
TO:
Project # PB1062
SPECIFIED ITEM:
Project Title: Renovation of Windows at the Pioneer Building for
The Jefferson County Depl. of Public Works
Section
Page
Paragraph
Description
The undersigned requests consideration of the following
PROPOSED SUBSTITUTION:
Attached data includes product description, specifications, drawings, photographs, performance
and test data adequate for evaluation of the request; applicable portions of the data are clearfy
identified.
Attached data also includes description of changes to Contract Documents which proposed
substitution will require for its proper installation.
The undersigned stated that the following paragraphs, unless modified on attachments, are correct:
1. The proposed substitution does not affect the dimensions identified In the documents.
2. The undersigned will pay for changes to the building design, Including engineering design,
detailing and construction costs caused by the requested substitution.
3. The proposed substitution will have no adverse affect on other trades, the construction schedule,
or specilied warranty requirements.
4. Maintenance and service parts will be locally available for the proposed substitution.
The undersigned further states that the function, appearance and qualify of the Proposed Substitution are
equivalent or superior to the Specified Item.
Submitted By:
Signature
Firm
Address
For specifiers response:
_Accepted
_Not Accepted
_Accepted as noted
_Received to late
By
Date
Attachments:
Telephone
Date
Remarks
END OF DOCUMENT 01631
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PIONEER BUILDING: Phase III
Project No: PB1062 - Windows
SECTION 01700 Page 1
CONTRACT CLOSEOUT
CONTRACf CLOSEOlIT
PARTl GENERAL
1.01 SECfION INCLUDES
A. Closeout Procedures.
B. Final Oeaning.
C. Warranties.
1.02 CLOSEOlIT PROCEDURES
A. Submit written certification that Contract Documents have been reviewed, Work has
been inspected, and that Work is complete in accordance with Contract Documents and
ready for Owner's inspection.
B. Provide submittals to Owner that are required by governing or other authorities.
C. Submit final Application for Payment on Contractors regular billing form.
1.04 FINAL CLEANING
A. Execute final cleaning prior to final inspection.
B. Clean site; sweep paved areas, rake clean landscaped surfaces.
C. Remove waste and surplus materials, rubbish, and construction facilities from the site.
1.05 WARRANTIES
A, Provide notarized copies to owner.
B. Execute and assemble documents from Subcontraclors, suppliers, and manufacturers.
C. Submit prior to final Application fo, Payment.
D. For items of Work delayed beyond dale of Subslantial Completion. provide updated
submittal within len days afler acceptance, listing date of acceptance as sta,t of warranty
period.
End of Document
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SECTION 0W70, Page 1
DEMOUnON
PIONEER BUILDING: Phase 1\1
Project No: PBl062 - WindowS
DEMOLITION
PARTl GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and Division 1 Specification Section. apply to this Section.
1.02 SUMMARY
A. This section requires the selective removal and subsequent offsHe disposal of the
following:
1. Portions of existing building indicated on drawings and as required to
accomodate installation of new windows.
2. Removal of exterior Double Hung windows at front of building and as
required to accommodate installation of new windows.
B. Related Work Specified Elsewhere:
1. Section 1010: Remodeling construction work and patching are included within
the Summary of Work, including removal of materials for reuse and
incorporation into remodeling or new construction.
2. Section 01700: Contract Closeout
1.03 REGULATORY REQUIREMENTS
A. Conform to "1991 STANDARD SPECIFICA nONS for Road, Bridge, and Municipal
Construction" for demolition of structure, safety of adjacent structures, dust control,
service utilities, and discovered hazards.
B. Adhere to the requirements or the Washington State Department of Labor and
Industries at all times.
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
3,01 PREPARATION
A. Provide, erect, and maintain temporary barriers and security devices.
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PIONEER BUILDING: Phase III
Project No: PB1062. Windows
SECI'ION 02070, Page 2
DEMOUllON
B. Notify adjacent owners/tenants of work which may affect their property/business of
potential noise, utility outage or any interference or disruption of access to their
facility. Coordinate with adjacent businesses/residents.
3.02 DEMOLITION REQUIREMENTS
A. Conduct demolition to minimize intereference with adjacent buildings.
B. Conduct operations with minimum interference to public or private accesses.
C. Maintain protected egress and access at all times. Do not close or obstruct roadways,
sidewalks without required permits.
D. Cease ope,ations immediately if adjacent structures appear to be in danger. Notify
Owner immediately.
3.03 SELECI'IVE DEMOLITION
A. Demolish and remove components in an orderly and careful manner, indicated in
Section 01010 - "Summary of Work",
B. Protect existing structure and components.
C. Protect existing items which are not indicated to be altered.
D. Remove materials to be re-installed or retained in a manner to prevent damage.
3.04 CLEAN UP
A. Remove and promptly dispose of contaminated, vermin infested, or dange,ous
materials encountered.
B. Do not burn or bury materials on site.
C. Remove demolished materials from site as work progresses.
D. Upon completion of Work, leave components of work in clean condition.
E. Upon completion of wo,k remove all construction debris.
End of Section 02070
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PIONEER BUilDING: Phase III
Project No: PBI062 - Windows
SEcnON 08610, Pagr 1
WOOD WINDOWS
WOOD SINGLE HUNG WINDOWS
PART 1 GENERAL
1.01 SECI10N INCLUDES
A. Wood Magnum single hung historical windows complete with hardware.
glazing, weatherstripping and all standard or specilied anchorages, trim.
attachments and accessories.
1.02 RELATED SECI10NS
A. Section 01300 - Submittals.
B., Section 01631 - Substitution Request Form.
D. Section 06200 - Finish Carpentry: Wood Trim other than trim lurnished by
window manulacturer.
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E.
Section 07900 - Joint Sealers: Sill sealant and perimeter caulking.
F. Section 08800 - Glazing: Special field glazing other than glazing furnished by
window manufacturer.
G. Section 09900 - Painting: Paint or stain finish other than factory applied finish.
1.03 REFERENCES
A. American Society lor Testing and Materials (ASTM)
1. ASTM E283 - Standard Test Method for Rate of Air Leakage Through
Exterior Windows, Curtain Walls and Doors.
2, ASTM E330 - Standard Test Method for Structural Perlormance 01
Exterior Windows, Curtain Walls And Doors by Uniform Static Air
Pressure Differences.
3. ASTM E331 - Standard Test Method for Water Penetralion of Exterior
Windows, Curtain Walls and Doors by Unilorm Static Air Pressure
Diflerences.
4. ASTM E774 - Specification for Scaled Insulating Glass Units.
B, American National Standards Institute/National Wood Window and Door
Association (ANSI/NWWDA):
1. ANSJ/NWWDA I.S.2 Industry Standard for Wood Windows.
2. ANSI/NWWDA I.S,4 Industry St,1ndard lor Water Repellent
Preservalive.
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PIONEER BUilDING: Phase III
Project No: PBI062 0 Windows
SECTION 08610, P..ge 2
WOOD WINDOWS
C. Fede,al Specifications (FS):
1. FS DD-G-451 0 0 Glass, float or Plate, Sheet. Figured (flat for Glazing.
Mirrors and Other Uses).
1.04 SYSTEM DESCRIPTION
A. DESIGN AND PERFROMANCE REQUIREMENTS:
1. Window units shal be designed to comply with ANSI/NWWDA 15.2,
Grade 40 Ught Commercial.
2. Air leakage shall not exceed 0.25 cfm per ft. of crack when tested at 157
psf according to ASfM E283.
3. No water penetration when tested at 4.43 psf according to ASfM E331.
4. Assembly shall withstand a positive or negative wind load of 40 psf
without damage to unit when tested according to ASTM E330.
5. All glass shall be select quality complying with FS DD-G-451D.
6. Insulated Glass shall be manufactured and tested to comply with IGCC,
and ASfM E774.
1.05 SUBMIITALS
A. Submit shop drawings under provisions of Section 01340.
B. Product Data: Submit catalog data under provisions of Section 01340.
C. Samples:
1. Submit comer section under provisions of Section 01340.
2. Include Glazing System. Quality of construction and specified finish.
3. Submit color chart for Owner's color selection for color finish on wood.
NaTE: Finish color shall be controlled by limits as established by
"Port Townsend Historic Preservation Commission".
D. Quality Control Submittals:
1. Certificates: Submit manufacturer's certifications indicating compliance
with specified performance and design requirements.
1.06 DEUVERY, STORAGE AND HANDLING
A. Comply with provisions of Section 01610.
B. Deliver in original packaging. Store off the ground and protect from weather.
C. Store units in an upright position in a clean and dry storage area,
D. Prime or seal all wood surfaces. Including surfaces to be concealed by wall
construction if more than 30 days will expi,e between delivery and Installation.
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SEcnON 08610, Page 3
WOOD WINDOWS
PIONEER BUILDING: Phase III
Project No: PB1062 . Windows
1.07 WARRANTY
A. Insulating Glass: All sealed insulating glass warranted against failure of the air
seal for a period of ten (0) years from date of manufacture as stamped on the
metal spacer between the glass panels.
PART 2 PRODUCTS
2.01 MANUFACTURED UNITS
A. Description: Marvin Wood Magnum Single Hung Historical windows, factory
assembled. as manufactured by marvin Windows, Warroad, Minnesota. or an
Owne"s approved equal. Operating sash tilt into rom for cleaning or removal.
2.02 WOOD MAGNUM HISTORICAL SINGLE HUNG MATERIALS
A. Frame: Finger jointed edge-glued Western Ponderosa pine kiln dried to a
moisture content of 6-12 percent at time of fabrication. Water repellent,
preservative treated in accordance with NWWDA 1.5.4. Frame Thickness:
1-1/16 inches (jambs), 11/16 inch (head jamb), 1-5/16 inches (sill). Frame Width:
5-1/2 inches.
B. Sash: Oear Western Ponderosa pine kiln dried to a moisture content of 6-12
percent at time of fabrication. Water repellent, preservative treated in accordance
with NWWDA I.S.4. Sash Thickness: 1-3/4 inches. Finger pulls on battom rails.
c.
Finish:
1.
Wood Exterior: F1exacron Finish color as selected by Owner, in
accordance with conditions set above in Article l.05.C.3.
Interior: Trea ted bare Wood.
2.
D. Hardware:
1. Balancing System: Double coil spring block and tackle system with
nylon cord and steel clutch.
2. Track: Vinyl extrusion with foam backing. Color: (White or Beige) To
be selected by Owner based upon Exterior color selection.
3. Lock: High pressure zinc dic-cast cam lock with heavy gage steel keeper
and lock base. Finish: Phosphate coated and electrostatically painted,
Bronze.
E, Weatherstripping: Continuous, leaf-type weatherstrip on head jamb part stop
which seals against top sash; dual durometer double leaf at check rail; bulb type
dual durometer weatherstripping at bollom rail. Leaf type weatherstrip at vinyl
track.
F. Screen: Factory installed on all operating units. Aluminum mesh screen cloth set
In 3/8 inch x 15/16 inch heavy wall aluminum frame, Frame finish: (White,
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SECI10N 08610, Page 4
WOOD WINDOWS
PIONEER BUILDING: Phase III
Project No: PB1062 - Windows
Brown, Pebble Gray, Bronze) Color to be selected by Owner based upon Exterior
Color selection.
2.03 GLAZING
A. Glazing Method: Insulated Glass
B. Wood Magnum Historical Single Hung Windows, Single lite: Factory glazed
with: Single Glass. clear
c. . Glazing Seal for Wood Sash: Silicone bedding glazed by means of removable
stops.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verification of Conditions: Before Installation, verify that openings are plumb
and square and of proper dimension. Frame defects or unsuitable conditions are
to be repaired, by contractor, prior to proceeding with installation of new
window units.
B. Acceptance: Existing conditions are to be reviewed by Owner and Contractor for
acceptability prior to installation of windows.
3.02 INSTALLATION
A. Install windows according to Manu7facturer's instructions and reviewed shop
drawings. Use installation clips for pre=finished units. Do not nail through
factory finish.
B. Install sealant and related backing materials at perimeter of assembly in
accordance with Section 07900 Joint scalers. Do not use expansive foam sealant.
C. Install accessory items as required and as approved by window Manufacturer.
3.03 ADJUSTING AND CLEANING
A. Adjust operable sash to work freely wilh all hardware functioning prope,ly,
B. Clean interior and exterior glass surfaces exposed to view; remove all visivle
lables, stains and foreign substances.
3.04 PROTECTION
A. Cove, windows du,ing sp,ay painting or other construction that might Cause
damage.
END OF SEmON
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PIONEER BUILDING: Phase III
Project No: PB1062 - Windows
SECTION 09900, Page 1
PAINTING
PAINTING
PART 1 GENERAL
1.01 WORK INCLUDED
A. Unless specifically scheduled or specified otherwise, all exposed surfaces are to
receive paint finish as specifies he,ein.
1.02 SYSTEM DESCRIPTION
A.finishing work of this section as a system. includes but is not limited to the following:
1. Scraping, cleaning and prepa,ation of all surfaces.
2. Perfo,mance and completion of painting and finishing of all requi'ed
exterior and in terior surfaces.
3. Finish fo, factory primed areas.
1.03 QUALI1Y ASSURANCE
A. Subcontractorl Applicator Qualifications:
1. Employ only qualified journeymen. But apprentices may be employed
working under qualified journeymen's direction in accordance with
trade regulations.
B. Federal, State, and local requirements, as applicable to project.
1.04 REFRENCES
A. A'chitectu,al Specifications Manual - Painting, Wallcovering; and Gypsum
Wallboard Finishing (most recent edition), published by Specification Services,
23830 Pacific Highway South, Suite 102, Kent, W A 98032. telephone (206) 878-
6630.
1.05 SUBMIITALS
A. Samples:
1, Before commencing work, submit three (3) samples of each color on
cards sized 8-1/2" xII".
2, Re-submit additional required samples until color and finish arc
reviewed and accepted in writing, by Owner,
B. Materials and Products List (typewritten)
Submit complete list of proposed specified products.
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PIONEER BUILDING: Phase '"
Project No: P61062. Windows
SECTION 09900. Page 2
PAlI\,'TINC
2. Submit applicable Manufacturer's data and R'Commendations.
1.06 DEUVERY STORAGE AND HANDLING
A. Deliver in sealed, unopened containers, bearing Manufacturer'S original labels
containing: Manufacturer's Name, Product Type, Brand Name, Color
Designation and Mixing and Reducing Instructions,
B. Take all necessary prl'Cautionary measures to p,event fire hazards and
Spontaneous combustion.
I. Place cotton waste, cloths, and other hazardous materials in containers,
and daily remove from site.
C. Toxic, Acetic, and Explosive Materials: Take regular appropriate safety
precautions conforming to Manufacturer's recommendations and applicable
"Regulatory Requirements".
D. Store as required by governing codes and o,dinances,
].07 PROJECT SITE AND BUILDING CONDITIONS
A. Environmental Requirements.
B.
1. Thmperatur"", do no work of this Section when surface 0' air
temperatures are below plus 40 deg F, or below manufacturer_
,ecommended temperatures fo, conditions of installation,
2. The minimum temperature for lalex finishes is required to be not less
than plus 45 deg F for inlerior work and plus 50 deg F fo, exterior wo,k.
Wealhe,: Do no exterior work on unprotecled surfaces if it is raining Or moisture
{rom any source is p,esent or expectl'd befo,e finishes can dry, or altain prope,
curc,
c.
Humidity: Follow Manufactu,e,'s directions for extremes.
D.
Ventilation: Verify adequate continuous ventilation as Tl'COmmended/required
by Manufactu,er.
J'ART 2
PRODUCTS
2.01 GENERAL
A. Conform to governing r('gulations such as fl"k'ral and stall' (('quirements for
pollution, s.,fely, health and the like.
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SECfION 09900, Page 3
PAINTING
PIONEER BUILDING: Phase III
Project No: PB1062 - Windows
2.02 ACCEPTABLE MANUFAcruRERS, MATERIAlS, AND PRODUCTS
A. Paints
1. Parker Paint
2. Kelly Moo,e
3. Prall and Lambert
B. Varnish and Urethane
1. Daley Products
2. Varathane
3. Prall and Lambert
C. Stains
1. Daley Products
2. Olympic
3. Kelly Moore
D. PRIMER-SEALERS
1. Parker Paint
2. Kelly Moore
3. Pratt and Lambert
2.03 QUALITY OF WORKMANSHIP
A. All work shall be "Premium Grade".
2.04 MIXING AND THINNING
A.
Furnish ready-mixed products except as otherwise specified. Follow
manufacturer's directions.
PART 3
EXECUTION
3.01 PREPARATION FOR PAINTING
A. GENERAL: All surfaces must be smooth, dry, uniform in texture, clean, and frcc
of oil, grease, dust, dirt, and other detrimental substances. Protect all ad~lcent
surfaces, and return to their original state upon completion of painting.
Determine that proper tempc,atures have been abd will be maintained.
3,02 PREP ARA TlON OF NEW SURFACES
A. Mildew Removal: Scrub with approved cleaning/bleaching solution, then rinse
with potable water; let thoroughly dry.
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SEcnON 09900, Page 4
P AlNTlNC
PIONEER BUILDING: Phase III
Project No: PB1062 - Windows
B. Wood Products to Receive Paint Finish: Surfaces are requi,ed to have been
cleaned of dirt and contamination. Wipe off dust and minor grit prior to prime
and subsequent coats. Prior to its installation, apply backprime to exlerior and
interior woodwork as specified. Fill all nail holes and fine cracks after primer has
dried, then apply sand filler smooth, level with surface, ready for finish coats.
3.03 PREPARATION OF EXISTING SURFACES
A. On existing finished surfaces to be repainted or refinished, remove all loose.
blistered, scaled. or crazed finish to bare base material surface. Where new work
joins existing work, prepare existing surfaces extending to the nearest break in
the plane. Wash surfaces with T.S.P. and water or other solution as required.
After washing, rinse with potable water and let dry.
B. Exterior Painted Wood: Clean to the extent required to remove existing
deteriorated coatings and any other foreign matter. Thick and sharp edges of
paint build-ups should be sanded to achieve a feathered edge. Pitch must be
scraped clean and the ares brushed to remove residue.
C. Interior wood surfaces required to receive finish: Correct minor defects and
clean surfaces which affect work of this section. Shellac and seal marks which
may bleed through surface finishes.
3.04 APPUCA TION OF FINISHES:
A. Temperatures: Do no painting work when temperatures on the surface or of the
air in the vicinity of the painting work are below plus 40 deg F or below those
temperatures recommended by the manufacturer for the malerial type used. The
minimum temperatures for latex finished to be not less than plus 45 dcg F for
interior work and plus 50 dcg F for exterior work.
B. Number of Coats: There shall be one (1) prime coat and two (2) finish coats.
C. Thickness of Coats: Use ample undiluted malerials; apply in uniform thickness
over entire area. Do not exceed manufacturer's reccommended spreading rate
per gallon,
D. Color of successive Coats: Tint prime coats if Ol'CCssary to obtain uniform finish
coats. Vary color (shade) between coats, Apply each coat of paint slighlly darker
than preceeding coat unless othe,wise approved by Owner.
E. Acceptance of Successive Coats: Obtain Owners acceptance of each coat before
succeeding coal is applied; without this acceptance, Owner reserves the right to
require an additional coat.
F. Pully Work: Apply after prime and seal coats have dried. Fill all nail holes,
cracks, and other defects, finish nush with ad~lcent areas. Putty color to match
finish in stained finishes.
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SECrION 09900, Page 5
PAINTING
PIONEER BUILDING: Phase III
Project No: PB1062 - Windows
G. Workmanship: Highest quality by skilled workmen to the Owner's salisfaction.
Spread mate,ials evenly withoul runs, sags, thin spots, and skips. Cut sharp
lines against unpainted surfaces and other colors. Allow each coat to harden at
least 24 hours between coats. Finish surfaces uniform. free from st,eaks,
blotches, and other defects.
H. Repainting Existing Work: Existing work scheduled to be repainted shall receive
two finish coats of system comparable to new work.
1. Clear Finishes: Where clear finishes are required. tint fillers to match wood.
Work fille,s into the grain before set. Wipe excess from surface.
3.05 EXTERIOR WORK
A. Paint all existing work and all new work installed as a result of the contract.
1. All window new and existing above the first floor.
2. Main entrance onto water street.
3.06 INTERIOR WORK
A. Paint all new work (exclusive of prefinished new window units only) to match
existing surfaces.
3.07 CLEANING
A. As work proceeds, promptly remove paint where spilled, splashed or splattered.
B. During progress of Work maintain premises free of unnecessary accumulation of
tools. equipment, surpluss materials, and debris.
C. Collect colton waste, cloths, and materials which may constitute a fire hazard,
place in closed metal containers and remove from site at end of work, daily.
3.08 SCHEDULE - EXTERIOR SURFACES
A. Wood
1. One coat Alkyd P,imer sealer,
2. Two coats Alkyd Enamel, High Gloss
3.09 SCHEDULE - INTERIOR SURFACES
A. Wood - Painted
1. One coat alkyd p,ime scaler
2. Two coats alkyd enamel, sheen to match existing
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SEerION 09900, Page 6
PAINTING
PIONEER BUILDING: Phase III
Project No: PB1062 - Windows
B, Wood - Transparent
1. Filler coat (for open grain wood only)
2. Two coats stain
3. one coat scaler
4. Two coats varnish, satin.
NOTE: On existing wood color and shellac to match color and finish as needed.
3.10 SCHEDULE - COLORS
A. Interior surfaces
1. Interiot finishes shall be required to match existing colors and finishes.
B. Exterior surfaces
1. Colors shall be as selected by Owner and approved by the City of Po,t
Townsend Historical Preservation Commission.
End of Section
SEerJON 09900
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 1220
PORT TOWNSEND, WASHINGTON 98368
Phone (206) 385.9160
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5'14.37. (., Z.
TERIolS
REQUISITIONED BY
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STOCK NO. I DESCRIPTION
UNlTPAICE
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1. PleA so sond _ copios 01 your In....olco.
2. Order Is 10 be enterod in accordanco with prices, dolivory and spoCillCR\IOns shown abovo.
3. Notify us Immedialely if you are unable 10 ship as SpoCitiod.
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P.O. Box 1 B60
Port Town5end~ WA 98368
TEL (206) 379-9B66
FAX (206) 379-9B74
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[n !,HC0 APR 2 : 1~93
In /Olce II:JEFFER3WN GUlJNTY
PUBLIC WORKS DFr"-
8i II To:
SOLD TO:
Jefferson County Public Works
1820 Jefferson Street
Port Townsend. WA 98368
s~IHd' To:
JeFferson County PubliC Works
182.) J8ffersorl Street
F'.or t TO~'jnsend, toJA 98368
L
SALESPERSON I YOUR I SHIP VIA I COL I PPO I SHIP DATE I TERMS I lNV DATE I PAGE
ORDER NO.
Di,\) I D SCOTT I Store I I I I I If. .J Net :.,) 14/23/931 1
QT'(. SHIPPED ITEM NO. DESCRIPTION PRice UNIT DISC "- eXTENDED PRICE TAX
1 196 DEES STINGER 90 ;/'152.99 EACH ;/'152.99 X
Cml~l
- DAI<ALABOR COI'IFUTER LABOR 8Y :.1~21. 50 EACH :.t43.00 X
1/2 HR: Install
OL~tsi de Rinqer
SALES AMOUNT t:"1 C)'-::- (':Jl:;,l
SALES TAX %0.00
TOTAL AMOUNT t:t5.2/y
rAID TOOM' I,: 1 1 . ':::0
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[ APR 21 1993' [n'ml.:<c,
Oaka CompTel, Inb.JEFFERSON (;OUNTY I
PortT:~~~~::,~:098368PUBLIC WORKS DFP- InVOice If: 00001406
TEL 1206) 379.9865-" ".
FAX 1205) 379.9874
Bill To:
SOLD TO:
Jeff Co Dept. of Public Works
Frank Hall
P.O. Bo:< 1220
Port Townsend, WA 98368
Shl.p ro:
SHIP TO:
JeFf Co Dept. of PL(bllC Wor~~s
.Frank Hall
P.O. Ela;.: 1220
F'ort TO~jl'send~ WA '18~~3
SALESPERSON I YOUR I SHIP VIA ICOLI PPDI SHIP DATE I TERMS I INV DATE 1 PAGE
OADER NO.
DAVID SCOTT I Frank I Install I I 14/19/93 I 11. 5 Net 30 14/ [9/931 1
., .,
OrY. SHIPPED ITEMNQ. DESCRIPTION PRICE UNIT DISC'll. EXTENDED PRICE '''''
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BUR I AL. DIRECT BUR [{,L
1 BE 630AP6 WALL PLATE SINGLE t3.99 EACH .t3.99 X
44 ~IODULAF, 6C~m
1 6251"18 MOUNTING BOX - ..2.99 EACH .t2.99 X
~~ALL
4 TELLABOR TELEPHONE LABOR BY :t22.50 EACH :.r90.00 X
1/2HR: Bu..-y
Cable, Connect,
and install
outlet.
SAlES AMOUNT 1'1')"/ . 18
L. .i.J
SALES TAX 1'8. :36
lOTAL AMOUNT .rtt~L54
PAID lOOM' l:(I. (It)
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/ DEPARTMENT OF PUBLIC WORKS
P.O. Box 1220
PORT TOWNSEND, WASHINGTON 98368
Phone (206) 385.9160
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OTV. RECEIVED
1. Please send _ copies of your invoice.
2. Order Is to be entered In accordance wllh prices, dollvery and specifications Shown abo...e.
3, NOtify us Immediately If you Bre unable to ship 8S speCIfied
ORIGINAL
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STATEMENT
Jefferson County Planning & Building Department
P.O. Box 1220
Port Townsend. Washinglon 98368
(206) 385-9140
DATE MARCH 26, 1993
1 . -
JEFFERSON COUNTY PUBLIC WORKS DEPARTMENT
PO BOX 1220
PORT TOWNSEND WA 98368
PURCHASE
BUILDING PERMIT #93-0162
75,00
4,50
STATE SURCHARGE
MOBILE OFFICE
TOTAL
79,50
Pleaso return pink copy with payment
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MOBilE HOME INSPECTIONS
Th r ar a minimum of TWO, uired ins ections for mobile homes. If continuo s footin s are used
a footino inso ction is re uired. Othe,wise the first ins e tion is fa, sPtbacl<s blockin and
lumbin . The final ins ection is for the skirt in vents Qrch 5 and ste
The installer or owner shall request an inspection after all aspects of the installation, other
than the Skirting, have been completed. If the installation does not comply with the
installation requirements, the building inspector shall provide the installer with a list of
corrections that the installer must make. The Building Department should be contacted after
the corrections are completed in order to schedule a reinspecrion of the instal/ation. If the
items that require correction do not endanger the health or safety of the occupants, or
substantially affect the habitability of the mobile home. the building inspecto, may pe,mit the
owner to occupy the mobile home.
THE PERMIT IS VALID FOR ONE YEAR ONLY.
Inspections must be requested at least twenty.fou, hours in advance 0' by calling befo,e 9:00 a,m.
and leaving a message on the ,eco,der in acco,dance to the schedule below. Inspections may be
requested by calling 206.385-9141 weekdays between 9:00 a.m. and 5:00 p.m., 0' a ,ecorded
message may be left after 5:00 p,m, weekdays and an week'ends and holidays. Generally, all
inspections will be performed between 9:30 a,m. and 4:00 p,m,
Electrical permits are obtained th,ough the state. If your site is located in B,innon call Olympia at
586-8043. For other Jeffe,son County locations call POrt Angeles at 457.2683.
AREA MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY
POrt Hadlock x x x x x
Chimacum x .x x x x
Port Townsend x x x x x
Port Ludlow x x x x
NO'dland x x x
Qui/cene x x
(except lower Coyle I
Brinnon x x
Gardine, x
lowe, Coyle (appointment only) x
West End (appointment only)
The inspecto,s leave the COurthouse by 9:30 am at the latest, They work until 5:00pm. Please
schedule your inspections so that you a'e 'eady when the inspecto,s arrive at you, jab sito. Since
the inspectors cove, a largo area, we have no way of determining an inspection time. If you are not
ready for inspection when the inspecto, arrives, a $25,00 reinspection will be charged and must be
paid before the inspector ,eturns to you, jab s'te,
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CUSTOM Of-SIGNED AND MANUfACTURED MOBILE STRUCTURES
El345154thAVENUE N.E. REDMOND, WA 98052
P,O. BOX 687 REDMOND, WA 98073-0687
TELEPHONE 206 861-7400
FAX 206881-6814
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. ElrIclunt oHlce space Is In demana Uf)
almost any job, We have been p,oviding
such space for 30 years. Our versatile
line of mobile units can fulfill you, needs,
The 8t6, 824, 1024 and 10:'2 units are
designed to handle basic ,equi,emenlS, In
ou' 12' wide line we <III., 42' ""d 06'
lengths 10 provide substantial room, Fo,
ever greater utility and efficiency we have
developed In 14' ~ eo' and 14' x GG' models
for expansion needs,
Aftnougn tr'1e5~ unIts are equIpped ......ith stan.
dard inlerlor finishing the interior treatment
can be cu~tOn"ljze-d 10 .!uil yuur ne~::t ana
tasks. Floor, wall and ceiling trea!ments ate
available In a ....ariety of options. Air condi.
tioning 16 optiOf'l3.1 on the 32' unit ~nd ~tG.n.
dard on all lar~e' offices, We can also p'o-
vide furnIture to comp:ete your new environ-
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CUSTOM DESIGNED AND MANUFAC TUHED MOBIl r SfHucrUm,'s
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CODE
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JOB REFERENCE
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CALL BEFORE DELIVERY
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MILEAGE START
DATE DELIVERED
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:NOTlCE TO TENANT:
THE PARTIES AGREE THAT THE IMPLIED WARRANTIES OF MERCIIANTA81LlTY AND FITNESS
FOR A PARTICULAR PURPOSE AND ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, ARE EX.
ClUDED FROM THIS TRANSACTION AND StlALL NOT APPLY TO THE:: OOOOS SOLD.
Tho 8oUor'IIalolmon mny havo made oral f11alomonlo aboullhe morchandlso dOSCflbed In Ihll'l
conlracl. Such slalomenls do nol consllluto wo.rmntloa, ahall nol bo rollod on by Ih" buyef, and
are not pall ollhls conlfflcl, Tho llnllfo conlrocl 10 embodlod In lhla wrlllng. ThIs wflllng con
slllulofl tho Unal expfooslon of tho parUes' ,."roomonl, t1nd II III fl complflle Bnd 6xeluslvo 01010-
mont of lho IOfms or Ihat aglooment.
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wllhoul naileD lind/or 10 ontor Iho pfOmlooll whnrn Iho uflul,mlllnlll\ locnlnd nncllllmovo ltlllllfllJlp
mllnl, wiThout /lny court OIdur or olhor rOllll1 procnr,n, nod wllhoUlllllhlhly 10 tuJlIIIII. Tlln1l1111111/111
po'll (vorgmlln Moblln CompllnY'1I rnnPlonllhlo IIll00noY'1llfltlll IInrl olhm conI lor.mlodln nnlnrclng
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lonnnl will Imlomlnlly [vofglOnn Mnhlle Co. nOlllnfll dllmnoo III 1111 1000011 or InnrOc1I1Qulpmonl
whler, "xr.nodR normal WOIII Ilncllom whllo In hlfl pORlllmlllnn
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CUqTOMER ACCEPTANCE /
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DATE
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DESCRIPTION OF EQUIPMENT
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STOCK # JOB #
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SERIAL NUMBER
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SIZE & TYPE
PURCHASE
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DESCRIPTION
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MONTHLY RATE
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ADD W,S.S,T. I I TAX EXEMPT" 3 S (, ,Cjlj
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PICKUP DATE
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Strnet
PO Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A Rowe. PE, Dlfeclor
Robert G Nesbitt. PE. County Engmeer
Fax Z4'J.&) 487- ZZJls
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r.IHP-17-1993 1-1:-12 FRCiI'1 HTCO !O.F'HCE F:EIITHLS
A Tea SPACE RENTALS
DIVISION OF A TCO STRUCTURES, INC,
22419 88TH AVENUE SOUTH
KENT, WASHINGTON 98031
(206)-852-9320
1-800-451-3951
Attention:
~("OJ'\LWoJ \
~~'S:D10 CD. Rilliic\\lO<ts.
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Company:
From:
Date:
Fax Number: -;:mh bJ(:,s ,C) \ 1 ;}
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ORIGINAL WILL FOLLOW BY MAil
ORIGINAL WILL FOLLOW BY COURIER
ORIGINAL WILL NOT BE FORWARDED
120~3859172 P.Ol
Fax: (206) 859-0438
Total Pages: +\A. ID
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rloor: SO W1.:'ld.: ~Sl.:' ~cOfl '0
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St"'ndlL~d. hi.~eh (;2 !5/16'" ball).
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Typu" .
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Insulation:
~...:u t1berql.~..
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"*J)aint.-d lIeUl
pat.'t..rn "'1't.h tasc:!a.
. Shu.'tM.t\91
~. ",..:clIl:'board-
e. led
.~ .e anI
1'.-11 t~la...
Desc:rlptlono
deluxe
Doors I
n;~iO~: .'._ ~U~M ~t.ul
c;crV.r-f'd, C;QllIplet.. v.u locX.se~.
tntltz.Lor:
~G- )t i'I" Prdin.LIh.d. VQM door
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TO
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Electrical;
pg....a..t .!I\;.Pr1Y:
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Se:-vic_ en':ran~el
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Loadce!'lterl
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bl;'eaxer and. &utt..Lc:.1ent. branr;..~
c:Lrcr.::l.t. brfluez;o..
Liqhtil'lq I
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v_l1 .viteha'. l.vera,=e l.LQht.1.nQ
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"IYlSidE:. f'"B81T i~ A
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DRAVN BY
TB
AT CO
22-419 Ba'th Ave
So.
(I' X 1 &' SITE OFFICE
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Keont, "a.:!ohln~1:of'l
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MAR 15 199'3
'.' ,r\
JEFfl:':'.~::;G!~_ Lv'
tp' .
Mar'ch 12, 1993
Frank lIa II
Department of Puhlic Works
Jefferson County
P.O.Box 1220
Port Townsend, WA 98368
Dear F'rank:
Thank you for' your int("~rcst in obtninillg 'yOUI' rnobi Ie office from
Elder' Eouipment Leasing. As ,'equested ~'ou will find the following
information and a copy of tll(~ specifications enclosed.
8 x 16 Office Trailer
1993 - Miller Structure
PUJ'cl.ase Price............
Delivery F.O.B.Port Townsend.,..
Block & Level on fi,'m level site.
" " . .. .. . , . . ... , . $ 5,936.00
. , , , . , . , , . . . , , , . $ 150.00
..,.,......."..,.$ 40,00
have enclosed a picture of a similar Ullit, that we have just
received from our manufacluI'cr'. TIH~ onl~' difference between the
unit in the pictuI'e and the uni t YOU \\'ould he pl.lrchasin~ is the
model. The unit in the picture is an 8,,24 Office/Storage Traile,
instead of an 8x16 Offic" T,'ai Ie,',
I I' y () u h a v Can y q lJ est i () n S () I' II e e d f u" 1 h (~ " i n f 0 I'lJHl t i 011 ,
hesitate to cllll. Thank YOLJ 1'01' this oPpo,.tunit~,
forward to hC81'ing from yoU in lhf~ neal' fUt.lll'(~.
please .Ion't
Ilnd I look
Sincerely,
~ clc,- ~Oc00 ~
Linda Snvagf:~
Sales ManagPl'
Elder EquipmPlJt LpHSinlt, fne.
Denve,
4800 nnco Stroot
Donvor, CO fl02Hl
(303) 2!l2-4flOO
(flOO) 3fl?31l;? 1
Seallle
flOl!i S ??:'nrJ St
Ktllll, WA fwn:';l
(:'Oll) /l'?7~15:,
(/lOO) .l~1~,-rJ.1~l4
Portland
1:-l/117rn,S<1nt1yBlvI1
[lOIl!:lrU1. on ~J7;';,()
(~,n~j) <':-.!).S /1:'
((Jon) ~A!-.1!>',
Casper
Mi4 hi Cirdii Dr
Cd"IHH, WY /l;'f,Ol
(:Jon ~>I;~i O.l~,O
inOO} .,.1;'<1:'flr;
Albuquc'quC
1 (,nO ;"'Il(j St. NW
Al11lJqtHlrqlw. NM fl/l0;1
C,(l!i) ;'1,1J.,l;ln1
Grnnd Junction
:,70 ;,"l['lh nil
Cirillld .11IflCli.ln, CO nl~O~
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Specifications:
1IlIS 1lIIll>IN:; IS TO lIE lJl"A1l'1J IIJI' lZSS
1lW/ 20 ~ FR01 NiY AWI'fXr{ UN!':
J, an:s AN) la.ffi
A) an:: 1991 lJUnJi SIRIr:nJW. Sl'ECIAL'tY CXIlf.
~ ADiINISIRATI'tE a:u: 296 OW'IER I S!lI
B) DESTN\TIO'I SI7\1E OF lIlF.lnI fIl. W'..<:I\DCT(J;
C) 9l1PPN: Hr.1(H!': I J' ~.
D) Rea LIVE I.O'Jl )() PSF
E) J'l.I:x:R Lrn:: LCWJ: ~ PSF (2fXX)l1lk>>mlA1Ell)
F) WINO LOUl 90 !f'R r.xP, B
C) WIND LCWJ UPl.IFr FACItR: .7
H) SEI91IC ?mE' 2Il
I)~: ~
J) s:t FT PER 0CXllfl\NI', 100
10 TOIAl. <XX1JPAOC'{ LOUl. 1
L) aJlSIRlcrIrn TYPE' \IN
2. FlWE:
A) TYPE: ~ OlASSIS
B) 1lfAM: S" .Jl I BF>>I K\IN RAIL (It:8 X 6.2#)
C) ~: 14 G\lG'; SIEa AT 48" OC
D)~: 14 G>.IXE SIEEl.. AT 48" OC
E) HlTOl: FIlCf.D wrm 2 5{ 16" 0lIl"In AN) EI.EVA TIN; ~O<
F) A>U:S PER OIASSIS: (I) wrm f1F,cnuc JIWT.S
C) TIRES 7:00 X 14.5, 8 PLY
H) OWiSIS END W1HUl TO Fl.Oll:
3/8" X )" IN; SCJlDIS AT 16" OC FAOl DID
1) MISC: mAO< Amw.T w.sm PATh"f (}l <W.SSIS
12V TAD.. urnrs (TIP 2)
3. I'UXR:
A) IlCII11:J1 IlOIRD REOOUlCF.ll PlA.omc
B) I'UXR INSUiATICt/: R Iq UllFAO:D ~:u.SS
C) I'I.lOl. JlI5l'S: 2 X R Hi' 12 AT 1(," OC INSrAIlJD 'IRAIf;I'f.R.q;
D) RDI .J)IST: SIlr.Lf. 2 l( 8 Hi' 12
F.) IlEOQ}l; 5{ 8" T&G M'A PLW100 'S1UU> I l'!.O:Jl'
FASTrnING: ReI w.n..c; AT (," OC fnl'S ANI) Jrf' OC IN I'IF.lll
F) QJJmIN:; :l{32" VINYL IDlPOSmrn TILF.
a:uR: ~ 151R58!Wl1JlIFl' \fITlT.
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~. IXIThI<:J\ W\L;..o;
A) snJ:)5. 2 X t. IIF sum rn..\n. CF. !r,. ~.\"')\RI' rnAlT)lD< AT
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B) BCrrnM PlAn: 2 x 4 lTlTLlli' (}{AT
C) Tfl' J'lATI:.
SI~lI. 2 X 4 l171L1W mAlT. AT SI[F.,AI ;,0;
SlIDJ. 2 X 4 Ill' SJUD awT. rn Df'... S1I.N1N'1> mAN: CF.
BE11'ffi AT J:Nl.I,\Il$
D) fR\KL~ AT QPP.TIn;:
Hf.W~ Src'J. 2 X 4 It" mm 0lAft: ri~ IF... ~"T"'0\Rn ffiA.'Tjm
SIll: srnu 2 X 4 IIF SiUJ O''''-'J-: Of: Df'... SJ:A.'"l>\RJl mAW m
J<..'U\ IXl.,BLF. 2 X 4 IIF SJUD OWF. ffi !:f1. S'".A.~ (}lAW BTR
E) IW\lL HEIGrr: 9(t'
F) EXJ'ERICR SIDm:; ~!ll" 1'1 II Ram 5.\;:; I'LUlCO WIn! Vf.RTI("AL
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9' SIDOC a; SlTf'...lAU.o;
10' SIDIN:; a; f);!WJ.J$
FA. <;IDIDl:' &1 1'\ n.s AT 6" OC EIXT.5 I 2" OC 1" Fl'lll
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TRlM Cl11I\: mER'.'lN W1ll.W5 lliIl'\R1 JUT. A i/S.l2271 (2) (1)\TS
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J) DITfJUCR \W.L OJ\~1ll'G. PRY.tr;lS1lill 1/4" IIIROi Pl\.'i1'l..1Nl.
K) Th"IDUCR TRIM: PRETTh1 S!ll'.D IIJCD"AAJ);
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lXXR ("AC;IK. Dn7 C\SIK.
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VAPCP. R<;TARml Rf:i'o'r:~ 1I\";::}.nr. Mo.") FAA'lllr.
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A) TRIESD';: )(}t \rO'l !I(!..:$'lImr. AT 16" OC
HI 'rEX I<lYi (91" X 5 1/2" X R")
B) RII1 .JJISI: 2 X 6 H1' P2
C) S1lfATI1JN";: 318" IU'A RAn:o SHFAlml'r. (lJh.~O OlAl'llRN}1)
F,o.sm,1NG: R<l 1>AlL.C; AT "" OC fJJT.S 1\.'"::1 12" OC r; F1T:'...D
0) ROOfIN:;: 30 G\ G\LVM"I7.F.n RO\.LF.!1 sn:r). WIn! 1lll'Nl. TAPr. llNll'R
AJl. EJV:S. SID'S M~) f];Jl.:;LI.o;
F.) RIYJ" Th.'<;UlAT1<l" R 19 L':\fAr:fJl FThlllr.JASS Wffil 2 I'm. POLY vAPCR
Rr-;wurn B.':N7.N rY.lLTI>r. JrAAD ^"TJ Il'JTIYl1 OF TRt ~c;r$
F) cr.lLUC, 00\RIl' 112" KnlIllX FT!\rnJV}\R1l WIlli srl.DoT"" AT 11'0" C'C
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1) H1~" AU.MINttl J RAn. AT SJOO.IA:..L 8())I' FJP:
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9. ElCJ'aUCR WlNXloIS:
A) 46" X 27' JJ:1U7D>"D\L SLJIDl wrrn MW.E TINIF.O GlASS. sm:v:
GlA7.F.1RCW.f: FTh"1!il AUt1lNl.t1 FRAHF:,msrcr sau-::rn (TYP 2)
R(U)j OI'EN1N:; - 46 YR" X 27 3/4"
II) 30" X 27' fn\un-7AL SLUJ'R wrrn !Inu.E TINIF.O GlASS,SIw.lE
GlA7.F., BRfw.f. FINIS! AJ1Jolm.M Fl\NE .lJN'cr SCRf>>; (TYP 4)
=1 oPEJ-'mG - 30 5/F(' X 27 3/4"
C) HI&;: WIN!X}./ w..WfAClUUJl m IlF. "PlllLrPS ThUJS1RIF..<;"
fIE"AIDt IlEIGrr - Rf/' AFF
10. INlERIC1l. WIN!:OlS. Nt A
11. EJF.cJRlCAL 1991 (Rf.(U; fJJ"J:'JRlrAL SPECIALTY IJ'n:
W-\9l~ A1MINl!'>IRATIVE 01Il: 29h 0lAPl'ER 1 'iOB
A) srnvtCE: 12CV240\',sllOF. PHASf.,4 lIDlE.foO W-
B) LQ\J) wm:R: NFWJ( fllODSlRE FXIlJUCR SlRFACE Kl.NIl'1l wrrn
60 A."l' OON BRFAKER Am I9'llA 'J1'D NEIJlllAL (TYP I)
C) RA.Ql.IAY: '14 All; HINlKM ~ SHf.A1IlED OJ rAlLf. WIIll alalND
D) RECT.PrAaES:
1 25VAQ' 150'\ OOI'LEX !R<Th'OIN:; 'lYI'E AT 12" AFF (1Ol) (TYP 4)
f.) SIlIIDlF.5: 125V SNli: IUE AT 48" AFF (TYP I)
F) HISC:
ffiClHJIN; SlRAPS FtR ~VANl711l ROOF Rfll.J1Rf.D AT EAOI DID
12. lNlERlCR LIGrrlNG:
48" (2) 'lUlE ruOlESO'},'!" SlRFACl: H'llMIED SIR IP LIGrr (TYP 2)
13. PLl.HJl1Nr.: N/ A
J4. HVAC: J9~1 (J(J)U; HEffi\NlCAL !;J>tCIALTY CXU;
~ AIMlNlsnv.TIVE moc 290 ow"rm 15fl1
A) lIXl.IN;: IOE
II) flEATm:;: 12001 HXXJ WAIT IVISER:W'JJ RrA1l'Jl Wl1l1 INmllAL
~T (TIP 2)
15. CAllJNr.rS'~:
II) 3f>" IEf.P X FUlL WWnl X 3/4" K:WIINF. I'\AN TAIII.I': WIn!
K'.'JOIDlr. 4" AHlCJ; Am 24" JNmUf.DlAIr. S1!1'mlT (TYP J)
II) )0" IEf.P X FULL W1lml X '>18" HEJJ\IiTNE or.sr.ror AT 3/1' AFF
"'rIll (2) /1:.iAL 'l\J) mA\I}{ IF.rnll Sl7.E FllF. 0JIINr.rS 1F.lJ1,/
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Residential Point of~~~~6:;ig B't
Electric Water Heaters
Manual of
Installation
Operation
Maintenance
This manual contains instructions for the installation,
operation and maintenance of the residential electric
waler heater. Read it carefully before using the water
heater. Then keep it handy for quick future reference
by inserting it in the plastic envelope provided on the
appliance.
Fill in that information here:
MODEL NO. 2~SU'34 Fi(
SERIAL NO. ~ Cj'l~S>?<;2.~
INSTALLATION DATE (p "Z- -1 ?
Monlh Day Year
JEr<.,." R:oc.c~'; PLuMB'NG.
ALL TECHNICAL AND WARRANTY QUESTIONS
SHOULD BE DIRECTED TO THE LOCAL DEALER
FROM WHOM THE WATER HEATER WAS PUR-
CHASED. IF YOU ARE UNSUCCESSFUL. PLEASE
WRITE TO THE COMPANY LISTED ON THE WAR-
RANTY SHEET WHICH CAME WITH THE WATER
HEATER.
Rating Plate
A rallng plale idenlifying the water heater will be found
above Ihe drain valve. When referring to the waler
heater, always have the Informallon listed on the rating
plate readily available.
WARNING
Improper Installation, adjustment, alteration,
service or maintenance can cause Injury or
property damage. Refer to this manual. For
assistance or addltlonal.lnformatlon consult
a qualified Installer, service agency or the
local utility.
IMPORTANT SAFETY INSTRUCTIONS
WARNING-When using electrical appliances. basic safety precaullons to reduce Ihe risk of fire. eiectric
shock, o( injury to persons should be followed. including:
1. READ ALL INSTRUCTIONS BEFORE USING THIS WATER HEATER.
2. This waler heater musl be grounded. Connect only 10 properly grounded oullel. See "GROUNDING
INSTRUCTIONS" found on (specific page or section to be included).
3. Install or locale this water healer only In accordance wilh Ihe provided installallon Inslructions.
4. Use this waler heater only for lis Inlended use as described In this manual.
5. Do not use an extension cord sel wilh this water healer. If no receplable is available adjacent to the water
healer, conlact a qualified electrician to have one properly installed.
6. As wilh any appliance. close supervision is necessary when used by children.
7. Do nOI operale this water heater If it has a damaged cord or plug. iI il is nol working properly. or if it has
been damaged or dropped.
B. This water heater should be serviced only by qualified service personnel. Contact nearest authorized
service facility for examination, repair or adjustment.
SAVE THESE INSTRUCTIONS
WARNING
INSULATING JACKETS: When Installing an external waler heater insulation jackel on an electric water healer:
a. DO NOT cover Ihe temperature-pressure rolief valve.
b. DO NOT put Insulallon over Ihe access covers. or any access aroas.
c. DO NOT cover or remove operating inslructions. and safety mlated warning labels and malerials affixed
to the water heater.
Failure 10 heed this will resull In the possibilily of a fire or explosion.
THE MANUFACTURER OFTHIS WATER HEATER WILL NOT BE LIABLE FOR ANY DAMAGE DUE TO FAILURE
TO FOLLOW THESE INSTALLATION AND OPERATING INSTRUCTIONS.
0291122.01
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Typical
Installation
COLD WATER INLET
HOT WATER OUTLET
t
CHECK ALL CONNECTIONS FOR LEAKS. CON.
SUL T THE LOCAL UTILITY COMPANY TO EXAMINE
INSTALLATION FOR PROPRIETY AND SAFETY.
TEMPERED
WATER OUTLET
COLD WATER INLET
+
TEMPERATURE.PRESSURE
RELIEF VALVE
120 Volt
&
HOT WATER OUTLET
t
ACCESS COVER
DRAIN
LINE
Figure 1
*WARNING
The hot water syslem may require a means such
as a mixing valve to be Installed to tern par the
waler at certain points of use. Some people are
more likely to be permanantly Injured by hot water
than olhers; these Include Ihe elderly, children,
the Infirm, or the handicapped. Before Immersing
yourself or anyone else In hol waler, be sure 10
check the water. WARNING: HOTTER WATER
INCREASES THE RISK OF SCALD INJURY.
(Also see Temperature Adjuslmenl section) Mixing
valves are available at plumbing supply or
hardware slores. Fellow manufacturers Instruc.
tlons for Installation 01 the valvas.
NOTE: To protecl against untimely corrosion 01 hot and
cold water fi<<lngs, it Is strongly recommended that d,-
eleclrlc unions or couplings be Installed en this waler
heater when connected to copper pipe.
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LINE
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Insta.llation
CAUTION: Read Ihis installation and inslruclion man-
ual first. Then before checking Ihe water healer make
sure the eleclric supply has been turned OFF, and never
turn the electric supply on before the tank is completely
full of waler.
Local Codes
The installation of Ihe water heater must be in accor-
dance wilh these Instructions and all applicable local
codes and eleclric utility requiremenls.
Temperature-
Pressure
Relief Valve
WARNING
For protection against excessive pressures and temp.
sratures in this water heater, install temperature-
pressure protective equipment required by local
codes, but not less than a combination temperature-
pressure relief valve certified by a nationally recog-
nized testing laboratory Ihat maintains periodic
inspection of production of listed equipment or mate-
rials, as meeting the requirements for Relief Valves
and Aulomatic Gas Shutoff Devices for HotWater Sup-
ply Syslems, Ihe latest edilion of ANSI Z21.22. This
valve must be marked with a maximum set pressure
not to exceed Ihe marked hydroslalic working pressure
of the water healer (1S0 Ibs.lsq. in.).
Install the temperature-pressure relief valve directly
inlo the filting of Ihe water heater. Posilion the valve
downward and provide tubing so that any discherge
will exit only wilhin 6 inches above, or al any dislance
below the slruclural floor. Be certain Ihat no conlacl
is made with any live electrical part. The discharge
opening must nol be blocked or reduced in size under
any circumstances. Excessive length, over 15 feet, or
use of more than two elbows can cause restriction
and reduce the discharge capacity of the valve.
No valve or other obstruction is 10 be placed between
the relief valve and Ihe tank. Do not connecl lubing
direclly to discharge drain unless a 6" air gap is pro-
vided. To prevent bo.dily in/ury, hazard 10 life or damag~
10 property, the relief va ve must be allowed to diS-
charge water in quantities should circumstances de-
mand. If Ihe discharge pipe is not connected 10 a drain
or other suilable means, the water flow may cause
poperty damage.
The Discharge Pipe:
-Must nol be smaller In size Ihan Ihe oullel pipe size
of Ihe valve, or heve any reducing couplings or
other restrictions.
=~~~: ~~~~ft~r?~I~i~I~~ ?~~~~~~ater dislribulion.
-Musl be Installed so as to allow complelo dralnago
of both Ihe temperalure-pressure relief valve, and
Ihe discharge pipe.
-Must terminale at en edoquato draIn.
-Musl nol have eny valve between Iho relief valve
and tank.
Whon installing the temporatura-pressuro relief valvo, use
two or three turns 01 teflon lepe or other sullable Ihread
soaler eround the throaded end of tho valve.
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WARNING
The lemperalure-pressUTB mHol valve must be man.
uaUy operated at least once a year, Caution should
be takan 10 ensure thai (1) no one is in front of Of
around tho Dullet of tho temperature-pressure reltef
valve discharge line, and (2) the waler manually diS-
charged will not cause any bodHy Injury or property
damage because the water may be extremely hot.
If after manually oporatinliJ the valve. It falls 10
completely reset and continues to release waler.
immediately close the cold water inlet to tho waler
heater, follow the draining instructions, and replace
the temperature-pressure relief valvo wIth a new one.
WARNING
If the temperature-pressure relief valvo on the
appliance weeps or discharges periodically, this
may be due to thermal expansion, This water hea.
ter may have a check valve installed. Contact the
water supplier or local plumbing contractor on how
to conlrol this situation. Do not plug the tempera-
ture-pressure relief valve,
The temperature-pressure relief valve must be manually
operated at least once a year.
ELBOW
Figure 2 - DRAIN LINE
Failure 10 inslall and maintain a new properly listed
temperature-pressure relief valve will release the man-
ufaclurer from any claim which might resull from exces-
sive temperature or waler pressure.
Locating the
Water Heater
It you have a choice of where to put the water heater.
thesa ideas may help you decide.
1. Pul Ihe waler heater indoors as close as possible
to where you use the most hot wator. This water
healer is nol intended for outdoor installation,
2. II is handy 10 have a floor drain, tub or sink nearby.
ThaI will make il easy to drain water from tho waler
haalar. II is elso a good place to end the drain line
01 tho tamperature.pressure relief (T & P) valve.
3. The tank or Ihe pipes and Ihe conneclions may, in
time, leak. Put the walor heater in a ptace where a
water leak will nol damage anylhing. The manutac.
lurer is not responsible for any waler damago.
4. You must not pultho waler heater In an area where
11 mlghl froeze. You must turn off the oleelricity to
the watar healer before you drain It, to protect tho
hoaling elements.
5. Make sura thaI you are eblo to reach the drain valvo
and all access penels when Ihe water heoter is in
~~;'~'r. This wilt make il easy 10 servlco the waler
6. The waler haater musl bo level boforo you begin
the piping.
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Table 'of Cohtents
Temperature Seltings for Models wilh No External Adjustments .................................................................... 9,10
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Consumer
Responsibilities
1. Please take Ihe time 10 read nol only this manual
bUI also Ihe warranly sheel enclosed. Warranly of
parIs and Ihe waler heater will depend on Ihe proper
Installallon, mainlenance and operation of the water
healer. Furlhermore, the warranty shall be void if
the design or structure of Ihe waler heater Is, or Is
altempled to be, modified or aile red in any way,
Including, but not limited to, by altaching non-Com-
pany approved appliances or equipmenl.
2. Read the owner's manual and Ihese rules carefully.
Failure to follow these rules and the Instructions
could cause a malfunclion of Ihe waler heater and
resull in death, serious bodily injury, and/or property
damage.
3. Check your local codes and eleclric uWity require-
men Is. The Installalion must comply wilh Ihelr rules.
4. Review Ihe Installation Check L1sl before turning on
eleclric power to safeguard against possible danger-
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cus malfunction of the waler heater. Be sure Ihe
proper sized fuses or circuit breakers are used and
~~~~eah~~og:~~~~tr:l~:~~re.pressure (T & P) relief
5. If you are not Ihoroughly familiar with e/eclrlcal codes
and safely practices. consull a competenl electri.
clan.
6. You should follow these instructions when you pUI
Ihe water healer in. You musl obey local codes and
eleclrlc ullllty rules.
The manufacturer of this waler heater will nol be liable
for any damages because of failure to comply with the
Installation and operating Instrucllons outiined on the
following pages. Use Ihem as a gUide 10 check the
propriety of Ihe waler heater Inslalfallon.
Then, 10 obtain a dependable supply of hot Waler, you
will need 10 main lain Ihe water heater as outiined In
Ihls manual.
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CAUTION: The inslallallon 01 the water heater must be
accomplished in such a manner that if the tank or any
connections should leak. the flow 01 water will not cause
damage to the area adjoining Ihe waler heater or to
lower II00rs of the slructure. When such locations can't
be avoided, a suitable drain pan should be installed
under the waler heater. Such a pan should be no greater
than Ion inches deep, have a minimum length and width
01 at least two inches grealer than the water heater
dimensions and must be piped to an adequate drain.
Under no circumstances is the manufacturer to be
held liable for any waler damage in connection wilh
this water healer.
WARNING
INSTALLATION IN RESIDENTIAL GARAGES:
The water heater must be located and/or protecled
so it is not subjecl to physical damage by a moving
vehicle.
Rubber Feet
Within the carton containing the waler healer there will
be lound a small bag containinglhree rubber feet. Care-
lully tilt the Iront 01 Ihe water heater to expose the
bottom side. Remove the backing from the feet and
adhere them to the bottom at each edge Irom the Iront
panel, approximately 1/2 inch in from the side. Now lift
the rear 01 the water heater and attach the one remain-
ing foot 1/2 inch in Irom the back edge.
RUBBER FEEl
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Optional Wall
Mounting
WALL MOUNTING INSTRUCTIONS
CAUTION: Wall construction at the point of the water
heater installation must be capable 01 supporting al
least 206 pounds.
A~ an example: if the water heater is to be installed on
a wall 01 gypsum board (dry wall) or other material not
capable 01 supporting Ihe waler heater lilled with water,
additional bracing Will be necessary. Two possibilities
would be shown In figures 4 or 5.
I, Using two sheel metal screws supplied, secure the
top mounting bracket to the top of the water healer.
2. Using tho remaining two sheet melal screws pro.
vlded, secure the bollom mounting bracket to tho
bottom of the water heater, figure B.
3. Delermine the location on the wall, and then the
heighl above the floor which the wall securing brae.
ket will be placed. Using adequate screws, or nuts
and bolls (not supplied), laslen the wall securing
brackol to the wall, figure B.
,.,~;:~";;
PLYWOOD LAPING AT LEAST
TWO WALL ~TUDS
.'
MINIMUM 2w .. 4. WHICH LAPS
AT LEAST TWO WAll STUDS
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UPPER
BRACKET
eo t=::3>
Figure 6
LOWER
aRACKET
Figure 7
-a ~~~~W~g WALL ...,N 12 x....
(not suppllod)
SECURIN~
SCREW TO WALL MIN 12 )l :V.R (nOl suppliod)
5
Figure B
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Water Piping
This waler healer is design certified to be used with a
potable water system. When connecting water piping
with solder joints use only lead free solder.
WARNING
HOTTER WATER CAN SCALD: Water heaters
are intended to produce hot water. Water healed
to a lemperature which will salisiy clothes wash-
ing, dish washing, and olher saniUzing needs can
scald and permanenlly injure you upon contacl.
Some people are more likely 10 be permanenlly
injured IJy hot water than others. These include
the elderly, children, the Infirm, or physically hand-
icapped. If anyone using hot water In your home
fits inlo one of these groups or if there is a local
code or stale law requiring a certain temperature
water at the hot waler tap, then you must take
special precautions. In addilion 10 using the lowesl
possible temperature setting that satisfies your
hot water needs; some type of tempering device.
such as a mixing valve, should be used at Ihe hot
water taps used by these people or at the waler
heater.
WARNING
This waler healer :lhalLnllI be connected to any
healing systems or componenl(s) previously used
with a non-potable water healing appliance.
If Ihis water heater is also used (or space heating
applications, all piping and components con-
nected to Ihe water healer shall be suitable for
use with potable water.
"This appliance has been designed certified as a waler
heater complying with Standards for Safety-UL 174.
The particular applicallon of Ihls appliance described
(above paragraph) may be subJoct to review and ap-
proval by local code offIcIals."
WARNING
Toxic chemicals such as usod for Ireatment of
boilors or non-potable waler heating appliancos
shall nover be Introduced Inlo a potable water
space heating syslem.
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WARNING
When the system requires water at temperatures
higher than required for other uses. a means such
as a mixing valve shall be Installed to temper the
waler for those uses in order to reduce scald
hazard potential. Mixing valves are available at
plumbing supply or hardware stores. Follow man-
ufacturer's instructions for installation of these
valves.
Figure 9
The water heater will work better if you keep the hot
water runs short. You will also gel hol water faster and
with less heal loss.
The illustration shows the correct valves and fittings
that y'ou will need to install the water healer. Threaded
(1/2' ) waler connections are suppiied through the tank
top. COLD I
WATER SUPPLY t
TEMPERED
WATER
'flW THREADED \
CONNECTIONS
TEMPERATURE-PRESSURE I
RELIEF VALVE
Figure 10
1. Buy the fittings that you nead to connect the plpos.
Remombor that you havo 10 connect both the hot
and cold waler pipes.
2. Apply a light covering of pipe joint compound to each
oulslde thread before making connoctlon.
3. Connect Ihe cold water supply pipe 10 tho cold water
Inlet of you weIer heater as follows:
a. Look at the top cover of the waler heater. Tho
hol and cold connecllons are marked Ihore.
b. A non-melalllc dip tubo Is supplied to carry cold
waler from tho tank top to tho bottom. Be sure
thaI It Is In tho cold walor Inlol.
c. If using copper lublng, solder tubing to an adaplor
BEFORE you attach tho adapler 10 the cold waler
Inlol. DO NOT solder Iho cold waler supply pipo
direclly to tho cold walor Inlot connocllon. It mighl
harm the dip tube.
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d. The cold water supply line must have a shut.off
valve and union. These should be inslalled in the
order shown.
4. Use a union 10 connect the hot water supply pipe
to the water heater's hot water oullet.
CAUTION: Operating an empty or partially filled water
heater will result in damage to the lank.
If a water healer is inslalled in a closed water system,
conlactlhe water supplier or local plumbing contractor
on how to conlrol this situation.
WARNING
For protection against excessive pressures and temp-
eratures in this water heater, install temperature-
pressure protective equipment required by local
codes, but not less than a combination temperature-
pressure relief valve certified by a nationally recog-
nized testing laboratory that maintains periodic
inspection of production of listed equipment or mate-
rials, as meeting the requirements for Relief Valves
and Automatic Gas Shutoff Devices for Hot Water Sup-
ply Syslems, the latest edition of ANSI Z21.22. This
valve must be marked with a maximum set pressure
not to exceed the marked hydrostatic working pressure
of the waler heater (150 Ibs.lsq. in.).
Install the temperature-pressure relief valve directly
into Ihe fitting of the waler healer. Position the valve
downward and provide tubing so Ihal any discharge
will exil only within 6 inches above. or at any distance
below the Slructural IIoor. Be certain that no conlact
is made wilh any live electrical part. The discharge
opening must nol be blocked or reduced in size under
any circumstances, Excessive length, over 15 feet, or
use of more than two elbows can cause restriction
and reduce the discharge capacity of the valve.
No valve or other obstruction is to be placed between
Ihe relief valve and the lank. Do nol connecl tubing
directly 10 discharge drain unless a 6" air gap is pro-
vided. To prevent bodily injury, hazard 10 life or damage
to property, the relief valve must be allowed 10 diS-
charge water in quanlities should circumstances de-
mand. If Ihe discharge pipe is nol connecled to a drain
or olher suilable means, the water f/ow may cause
property damage.
The Discharge Pipe:
-Must MI be smaller in size Ihan Ihe oullet pipe size
of Ihe valve, or have any reducing couplings or
other restrictions.
=~~~: ~~~~~ft~r~21~i~t~~ ~6~~~~~ater distribution.
-Must ba installed so as to allow complete drainage
of both Ihe lemperature.pressure relief valve, and
Ihe discharge pipe.
-Must terminale at an ade~ate drain.
-~nuJ\a~o~. have any valve elween the relief valve
When inslalllng the temperature-pressure relief valve, use
Iwo or three turns of lef/on tape or other sullable thread
sealer around Ihe threaded end of Ihe valve.
WARNING
The temperature-pressure reliel valve must be man-
ually operated al least once a year. Caution should
be taken to ensure that (1) no one is in front of or
around the outlet of the temperature-pressure relief
valve discharge line. and (2) the waler manually dis-
charged will not cause any bodily injury or property
damage because the waler may be extremely hot.
If after manually operatinr;J the valve. it fails to
completely reset and continues to release water.
immediately close the cold water inlet to the water
heater, follow the draining instructions, and replace
the temperature-pressure relief valve with a new one.
General Safety
WARNING
HOrrER WATER CAN SCALO: Water heaters
are intended to produce hot water. Water heated
10 a temperature which will satisfy clothes wash-
ing. dish washing. and olher sanitizing needs can
scald and permanently injure you upon contact
Some people are more likely to be permanently
Injured by hol water than others. These inClude
the elderly children. the infirm. or physically hand-
icapped. If anyone using hot waler In your home
fits into one of these groups or if there is a local
code or state law requiring a certain temperature
water at the hot water tap, then you must take
special precautions. In addtion to using the lowest
possibie temperature setting that satisfies your
hot water needs, some type of tempering device.
such as a mixidl valve, should be used allhe hot
~:~~~/~;n~~fr Ih~I;~~f~t~i~f6~ f~~~~;~~f~~~~
tion.
WARNING
INSULATING JACKETS: When Installing an ex-
ternal waler heater insulation jackel on an eleclric
water heater:
a. DO NOT cover the temperalure.pressure relief
valve,
b. DO NOT put insulation over the access cover,
or any access areas,
c. DO NOT cover or remove operating Instruc-
tions, and safety related warning labels and
materials affixed to the water healer.
Failure 10 heed Ihis will result in the possibility of
a fire or oxplosion.
WARNING
NEW TEMPERATURE.PRESSURE RELIEF
VALVE INSTALLED: Failure to install and main-
tain a new properly lisled temperalure-pressure
relief valve could cause a catastrophic explosion
which could resull in dealh, serious bodily injury,
or property damage. See Temperature-Pressure
Valve soctlon, page 4.
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General Safety
( cont'd)
CAUTION: This waler heater. as all waler heaters, will
evenlually leak. Do not inslall wilhout adequate drain-
age provisions where water flow will cause damage.
Nole: Normal condensation from a water heater may
appear to be a leaking lank. See Condensation seclion.
WARNING
WATER HEATERS EQUIPPED FOR ONE TYPE
VOLTAGE ONLY: This water healer is equipped
for one type of voltage only. Check the rating pia Ie
near the bottom access panel for the carrecl vol-
tage. DO NOT USE THIS WATER HEATER WITH
ANY VOLTAGE OTHER THAN THE ONE SHOWN
ON THE MODEL RATING PLATE. Failure to use
the correct voltage can cause problems which can
result in DEATH. SERIOUS BODILY INJURY OR
PROPERTY DAMAGE. If you have any queslions
or doubts consult your electric company.
WARNING
INSTALLATION IN RESIDENTIAL GARAGES:
The waler healer musl be localed and/or prolected
so it is not subject 10 physical damage by a moving
vehicle.
WATER HEATERS EVENTUALLY LEAK
CAUTION: Installation of the water healer must be ac-
complished in such a manner that if Ihe tank or any
connections should leak, the flow of waler will not cause
damage to the area adjoining the water heater. or 10
Ihe lower floors of lhe structure. When such locations
cannol be avoided, a suitable drain pan must be inslal-
led under Ihe water heater. Such a drain pan must be
no grealer than 1'h inches deep, have a minimum lenglh
and widlh of al least 2 inches greater than the waler
healer dimensions and must be piped to an adequale
drain. Under no circumstances is tho manufacturer to
be held liable for any water damage in connection wilh
this waler healer.
Filling the Water
Heater with
Water
1. Cioso Ihe waler hoalor drain valvo. The drain valve
is on Iho lower fronl of Iho waler healer.
2. Open the cold waler supply 10 Ihe water heator.
NOTE: THIS VALVE MUST BE LEFT OPEN WHEN
THE WATER HEATER IS IN USE.
3. Fill tho walor heater unlil water runs out an ope nod
hOI wator faucol. This will leI out air in the wator
heater and the piping. Ciose tho faucol atlor Iho
~~1~~1~~~0~~~~. h~'::o'J'~slu~o~f 1~~~el~rF 0.1.~~~:~
IS LEFT IN THE TOP OF THE WATER HEATER,
THE ELEMENT WILL BURN OUT.
4. Check ell tho now waler piping for leaks. Fix as
noedod.
Field Wiring
Determine voltage and wattage Irom the rallng plate
attached 10 the water heater. All external wiring, connec-
tion, and Qvercurrent protective deVices must be pro-
vided and installed In accordanco with the latest Na.
tional Electrical Code. local codes. and local utility re-
quirements. The water heater must be electrically
"grounded" by Ihe installer. A green ground screw has
been provided on the water heater's junction box.
The ~rounding electrode conductor shall be of copper.
aluminum, or copperclad aluminum. The matenal shall
be resistant to corrosion, and shall be of one conlmous
length wilhoul a splice or joint.
Rigid metal conduit, intermediate metal conduit, or elec.
trical metallic tubing may be used for the 9roundlng
means it conduit or tubing is terminated in fittings ap-
proved for grounding.
(TO SERVICE PANEL)
WIRE NUT
CONNECTIONS
)
ACCESS OPENING
HEATE~ING,l
GREEN GROUNOGROUNO WIR~ i '
SCREW .
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Figure 11
Flexible melal conduil or liexible metallic tubing shall
be permitlod for grounding if alllhe following conditions
are met:
1. ~~:dl~np~~t.in any ground return path does not ex-
2. The circuit conductors contained therein are pro-
tected by overcurrent devices rated at 20 amperes
or loss.
3. The conduil or tubing is lerminaled in fillings ap-
proved for grounding.
For complolo grounding details and all allowablo excep-
tions, refer 10 the latesl edilion of the Nallonal Electrical
Code.
WARNING
Novor use this water heater unless it is compiolely
full of walor.
WARNING
WATER HEATERS EQUIPPED FOR ONE TYPE
VOLTAGE ONLY This water hoaler Is equippod
for one Iype of vollago only. Check the rating plato
near Ihe botlom access panel for Ihe correct vol-
lago. DO NOT USE THIS WATER HEATER WITH
ANYVOITAGEOTHERTHANTHEONESHOWN
ON THE MODEL RATING PLATE. Failure 10 uso
the corrocl vollago can cause probloms which can
resull in DEATH, SERIOUS BODILY INJURY OR
PROPERTY DAMAGE. II you havo any quesllons
or doubts consull your eleclric company.
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CAUTION: If wiring from Ihe fuse box or circuit breaker
box was aluminum for the old water heater, replace it
with copper wire. If you wish to reuse the existing
aluminum wire, have the connection at the water heater
made by a competent eleclrician. Conlact your local
utility to arrange for a professional electrician.
THERMOSTAT
THERMOSTAT
o
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a:
120 Volt
Figure 12 240/208 Volt
Optional Cord
Set Wiring
(120 Volt and 240/208 Volt)
~r~h: r::;re b~ ~~~~f:~~~~Pr,'i~~t ~~~ 1~:nW~~e~~d'e~~J
through the Parts Departmenl, see Repair Parts seclion.
Refer 10 Figures on this page for wiring diagrams.
120 Volt
Cord Set
3~EEN
~OUND
240/208 Volt
Cord Set
Figure 13
Operation
Temperature
Regulation
WARNING
HOTTER WATER CAN SCALD: Water heaters
are intended to produce hot water. Water heated
to a temperature which will satisfy clothes wash.
ing, dish washing, and other sanitizing needs can
scald and permanentiy injure you upon contact.
Some people are more likely to be permanently
injured by hot waler Ihan others. These include
the elderly, children, the infirm, or physically hand-
icapped. If anyone using hot water on your home
fits into one of Ihese groups or if there is a local
code or state law reqUiring a certain temperature
water at the hol water tap, then you must take
special precautions. In addition to using the lowest
possible temperature setting Ihat satisfies your
hot water needs, some type of tempering device,
such as a mixing valve, should be used at the hot
water taps used by these people or at the waler
healer.
WARNING
Never allow small children to use a hol waler lap
or 10 draw their own bath water.
WARNING
Never leave a child or handicapped person unal.
tended in a balhtub or shower.
WARNING
This special thermostat wilh ECO (Part No.
9001471) can only be used with this waler heater.
Do not use any other thermostal with ECO.
Each thermostat has been factory preset no higher than
approximately 120"F as shown In Figure 14. Some
Slates have a requirement tor a lower setting.
Any water heater's Inlended purpose is to heat watar.
Hal water Is needed tor cleansing, cloanlng, and saniliz-
ing (bodies. dishes, clothing). Hal waler will presenl a
scald hazard. Depending on the timo element, and the
people Involvod (normal adulls, children, loddlers, el-
derly, infirm, elc.), scalding may occur at diHerenltemp-
eraturos.
Temperature Settings for
models with no external
adjustments
Tho facoplate of tho eloctric Ihormostat has beon
labolod with a rango of lomporature settings.
LO-Setting, approximately 9SoF, is recommonded lor
vacations or ox tended porlods of no hol waler
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Temperature
Regulation
(cont'd)
usage. This setting does nollurn Ihe water heater
OFF. The temperature althis setting will still keep
the water warm and gives the most economical
operation for extended vacalion periods.
HI-Is a selling for Ihe maximum hol water usage
(approximalely 140"F) which can be supplied by
the water heater. The lemperature dial should be
kepI at a lower setting whenever possible.
Figure 14
To adjuslthe lemperature selting:
1. Turn off the eleclrical supply 10 tho waler heater. If
Ihe power disconnect point is out of sighl, lock it in
the open (OFF) position and tag to prevenl unex-
pected application of power.
WARNING
Make sure 1I1e eleclrical supply to the water
healer is turned OFF. Failure to heed Ihis will
resull in the possibility of DEATH, SERIOUS
BODILY INJURY OR PROPERTY DAMAGE.
2. Open Ihe water healer's outer door.
3. Adjust Ihe Ihermoslal to Ihe desired tomperalure
selling. The Ihermoslal is faclory pre-sel at approx-
imately 120"Fto reduce Ihe risk of scald injury. Some
slates have a requirement lor a 'ower selling.
4. Close Ihe water healer's outer door.
S. Turn on the eiectrlclly.
Resetting High Limit
(Temperature) Shut Off
System
All surface thermostat models aro equipped wllh a high
limit shut off device for each thermosta!. ff the waler
lemperature exceods 190"F., Ihe high i1mlt shut off de-
vice will shut off power 10 tho woter heotor's elo"",nts.
Not all high limit devices may have boen activated.
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Follow the resening Instructions below which refer to
the hi-limit behind the access panel.
To reset the high limit shut off device(s):
1. Turn off the electrical supply 10 the water heater. If
the power disconnect point is out of sight, lock it in
the open (OFF) position and tag 10 prevenl unex-
pected applicalion 01 power.
I
WARNING
Make sure Ihe electrical supply 10 the water
heater is turned OFF. Failure to heed this wlil
result in the possibility of DEATH. SERIOUS
BODILY INJURY OR PROPERTY DAMAGE.
2. Open the water heater's ouler door.
3. Depress each high Ii mil (red "Reset" button).
4. Close the water healer's outer door.
5. Turn on Ihe electricity.
CAUTION: II any high limit must bo resel freguently.
call a qualified serviceman or electnclan to find out
why Ihe high Iimil switch turned oft the power.
Figure 15
Maintenance
Draining
If Ihe waler healer Is 10 bo shut off and exposod to
freezing lemperatures, II must be dralnod. Water, If loft
In Ihe tank and allowed to freeze, will expand and dam-
age the wator hoalor.
1. Turn off oloclrlcal and cold water supply 10 walor
heater.
WARNING
Mako sure the eloclrlcal supply to tho water
hoator Is lurnod OFF. Failure to hoed Ihls will
resullln Iho possibility of DEATH, SERIOUS
BODILY INJURY OR PROPERTY DAMAGE.
2. Open a nearby hel waler faucet and Ihe waler hoaler
drain valve.
3. The drain valve musl be left open during the shul.
dewn period.
WARNING
The water passing oul of the drain valvo may be
exlremoly ho!. To avoid being scalded, make suro
all conneclions are tight and that Iho wator flow
Is directed away from any porson.
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Element
In some water areas, scale or mineral deposils will build
up on healing elements. This build up will cause a rumbl.
ing noise. Follow the element replacement directions
to remove the elements from the tank. Soaking in vin-
egar and scraping will remove the mineral deposit. Be
carefui not to bend Ihe element.
Element
Replacement
WARNING
Replacement elements musl (1) be the same vol.
tage and (2) no grealer wattage than listed on the
model and rating plate affixed to the water heater.
1. Turn OFF Ihe electrical supply to the water heater.
WARNING
Make sure the electrical supply to the water
heater is turned OFF. Failure to heed this will
result in the possibility of DEATH, SERIOUS
BODILY INJURY OR PROPERTY DAMAGE.
2. Drain the waler healer. Follow the directions for
draining.
3. Take off the access panel and turn back the insula-
lion, Disconnect the wires from the healing element
terminals.
4. Remove the element and gasket. You should always
use a new gasket when you replace the element.
5. Install new element.
6. Reconnect the wires as Ihey were,
7. Fill the tank, following the filling directions on page
B. Fill the tank with waler, BEFORE you turn on tne
electric supply.
Water Heater
Sounds
1. The electric waler healer Is equippad wllh an Immer-
sion haaling alamenl for fastesl recovery. If Ihe water
healar occasionally makes noises this Is nol a defect
or a safaty hazard.
2, Lime or scala has accumulaled on tha healing ela-
men I causing a hissing sound. Elament scala ra-
moval can be accomplished by using vinegar or by
scraping.
Repair Parts
Illustration &
Schedule
Ordering Repair Parts
The following parts may be ordered through the store
you purchased the water heater from, or direct from the
factory listed on the model & rating plate located on
lower front ot the water healer. Selling prices will be
furnished on request or parts Will be shipped at prevail.
ing prices and you will be billed accordingly. When order.
ing repair parts always give the following information:
(1) Part description, (2) Model and serial number.
(3) Voltage, (4) Element Wattage, (5) Item number.
ITEM PART NUMBERS
NO. PARTS DESCRIPTION 2GAL 4GAL
1. Cord Sel120Volt lor use with
151XJW element or more 900 1468 9001468
2. Cord Sel120 Volt lor use with
1440W element Of less 9001513 9001513
3. Cord Set 24(),108 Volt lor use 9001470 9001470
with ail elements
4. Thermostal wlH, Umit' 9001471 9001471
5. Access Panel 9001472 9001472
6. Thermostat Cover 9001473 9001473
7. Drain 9000254 9000254
8. Junction Box Cover 9001474 9001474
9. Temp.Pressure RelielValve 9000059 9000059
10. Dip Tube 90014B9 9001490
11. Elemenl Gasket 9OOO3OB 9OOO3OB
12. Thermostal Brackel 9000309 9000309
13. Elements
120 Volt
6OOWanaoe 9000341 9000341
750Wanaoe 9000342 9000342
1 000 Wanaee 9000140 9000140
1250Wanaae 9000470 9000470
1440Wanage 9001511 9001511
1500 Wanaee 9000129 9000129
1650Wanaee 9000253 9000253
240 Volt 208 Volt
600 Wanaee 9000343 9000343
750Wanaeo 600 Wanane 9000201 9000201
1000 Wanago 750 Wanaae 9000143 9000143
1250Wanage loooWa~ 9000200 9000200
1500Wanaeo 9001520 9001520
1750 Wanaae 1250 Wanaae 9001475 9001475
2000 Wanaae 1500 WanaDO 9000133
3000 wanaee 9001476
3800 wanaee 3000 wanaao - 9001477
14. Mounlina Brackels 9001512 9001512
15. Wirinn Bushine 9001514 9001514
IMPORIANT
IIlurther inlormalion Is required,
II wiil be lurnishod direct Irom lho lactory
Nel Cash Prices F.O.B. Factory:
Prlcea subject to change without prlor notice.
'WARNING: This special Ihermoslal wilh ECO (Part No. 90(1471)
can only be usod wilh this waler heater. Do nol use any olhor Ihor.
moslal wilh ECO.
11
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Repair Parts Illustration & Schedule
Ordering Repair Parts
The following parts may be ordered Ihrough the slore you purchased the waler heater from. or direct from the
faclory listed on the model & rating plale located on lower front of the waler healer. Selling prices will be .furnished
on request or parts will be shipped al prevailing prices and you will be billed accordingly. When ordenng repair
p~rts always give lhe following information: (1) Part description. (2) Model and serial number, (3) Vollage. (4) Element
Wattage, (5) Item number.
10
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IMPORTANT
If further Information is requlrod, II will bo furnishod dirocl from Iho faclory
Nol Cash Prlcos F.O.B. Foclory:
Prices sUbJoct to chonge without prior notice.
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California Installation Instructions
WARNING
THIS WATER HEATER MUST BE BRACED, ANCHORED, OR STRAPPED TO AVOID
FALLING OR MOVING DURING AN EARTHQUAKE. SEE INSTRUCTIONS FOR CORRECT
INSTALLATION PROCEDURES. INSTRUCTIONS MAY BE OBTAINED FROM YOUR
LOCAL DEALER, WHOLESALER, PUBLIC UTlLmES OR CALIFORNIA OFFICE OF THE
STATE ARCHITECT, 400 P STREET, SACRAMENTO, CA 95814
1150278-00
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FOR THE NAME AND ADDRESS OF THE COMPANY,
REFER TO THE RATING PLATE ON THE WATER HEATER.
1 YEAR TANK - 90 DAYS PARTS
PRODUCT WARRANTY
RESIDENTIAL WATER HEATER
1 YEAR LIMITED WARRANTY ON TANK
The "Company" warrants the tank in this water
heater in case of a leak within one (1) year from the
date of purchase or, in the absence of a Bill of Sale
verifying said date. from the date indicated on the
model rating plate affixed to this water heater; pro-
vided, however, that use of this water heater for
commerciaL institutional, industrial. or other non-
residential purposes, shall limit the maximum
duration of this tank warranty to one (1) year from
date of purchase. In case of a defect. malfunction.
or failure to conform to this warranty. the Company
will repair or replace this waler healer. No labor.
installation, or freighl (if any) charges are included
in this warranty. You musl pay these costs.
Prior to return of this water heater or part to the
manufacturer for inspection, the Company will, if
requested, ship a replacement water healer or parI
C.O.D. and later provide such reimbursement as
subsequent inspection indicates is due under these
warranties. .
90 DAYS LIMITED WARRANTY ON PARTS
The Company warrants Ihe componenl parts of this
water heater to he free from defects in material and
workmanship for a period of ninety (90) days from
the date of purchase or, in the absence of a Bill of
Sale verifying said dale, from the date indicated on
the model rating plale affixed to the water heater;
provided, however. that use of this waler heater for
commorcial, institutionnl, industrial. or other non.
residential purposes shalllimilthe maximum dura-
tion of Ihis parIs warranty 10 ninety (90) days from
date of purchase. In case of a defect. malfunction,
or fniluro to conform to this wnrranty. t}w Compnny
will repair or roplace, 01 its option. the part(s) of
thl! walor hoater. No lobor, instnllntion, or fmight (if
nny) chnrgos nre includud in this wnrranty. You
must pay thD~iO costs.
Prior to rot urn of this wator henter or part to tho
mnnufocturor for inspor:tion, the Compon\' will. if
roqllc!'Ited, ship II roplnr;omolll waler hoahir or pnrt
C.O.D. !llld Jotnr providn sHch roimhllrscl11nnt os
suhsequnllt inspection indicates is dUB untlnr lhosn
worrnntins.
LIFETIME LIMITED WARRANTY ON LIFE LONG
OR SANDHOG ELEMENT(S)
If Ihe water heater is so equipped. the companv
agrees to replace the Life Long or Sandhog element
if it ever proves to be defective in materials or
workmonship. In such events. the consumer should
return the defective part to the store from which it
was purchased or to the factory listed on the model
rating plale (postage prepaid and with a $3.00 han-
dling fee). The consumer shall .Iso be responsible
for all labor costs to remove the defecl1ve part
and/or to inslall its replacement.
EXCLUSIONS AND LIMITATIONS OF THESE LIM-
ITED WARRANTIES
1. THE LIMITED WARRANTIES PROVIDED HERE-
IN ARE IN LIEU OF ANY AND ALL WAR-
RANTIES, EXPRESS OR IMPLIED, INCLUDING.
BUT NOT LIMITED TO, IMPLIED WAR-
RANTIES OF MERCHANTABILITY AND FIT-
NESS FOR A PARTICULAR PURPOSE; PROVID-
ED. HOWEVER, THAT IMPLIED WARRANTIES
ARE NOT DISCLAIMED DURING THE ONE-
YEAR PERIOD FROM DATE OF PURCHASE.
SOME STATES DO NOT ALLOW LIMITATIONS
ON HOW LONG AN IMPLIED WARRANTY
LASTS, SO THE ABOVE LIMITATION MAY
NOT APPLY TO YOU.
2. THE COMPANY SHALL HAVE NO LIABILITY
HEREUNDER. EITHER DIRECT OR CONTIN-
GENT. FOR INCIDENTAL OR CONSEQUEN-
TIAL DAMAGES. SOME STATES DO NOT
ALl.OW THE EXCLUSION OR LIMITATION OF
INCIDENTAL OR CONSEQUENTIAL DAM-
AGES. SO THE ABOVE LIMITATION OR
EXCl.USION MAY NOT APPLY TO YOU.
3. This warranty gives you spocific legal rights. and
YOll moy nlso hnvo othor rights which vary from
stnhl to stote.
4. Thuse warranties shall he void and shall have no
effecl:
n. If tho rlnsign or strllctuw of tho wotor hontor is.
er is a!lOlapled to be, modifiod or altered in
nn)' way, induding. bul not limitod to, by
attnchlng non-Company npproved nppliances
or equipmont.
(r.ontin\lod on hack)
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EXCLUSIONS AND LIMITATIONS
(continued)
b. If the waler heater is not properly installed in
accordance with the latesl issue of (1) the
National Fire Protection Associalion (NFPA)
No, 54; (2) the National Fuel Gas Code,
American National Standards Institute (ANSI)
Z223.1, if a gas water heater, or the National
Electrical Code. if an electric water heater; (3)
all local ordinances and regulations pertinent
to water heaters; and (4) the installation and
inslruction manual provided with this waler
heater. Items (1) and (2) are available from
your local government or public librnrj', or by
writing NFPA, Dallerymarch Park, Quincy,
Ma. 02269.
c. If the water heater is installed ouldoors. This
waler heater is intended for indoor inslalla-
tion only.
d. If the water heater is converted, or is attempled
to be converted from one type gas to another, if
a gas water heater. or from one voltage Of
wattage to another, if un electric water heater.
e. If the water heater is not equipped with new
temperature and pressure proteclive equip-
ment required by local codes, but not less than
a combination temperature~pressure reliof
valve certified by a nationally recognized test-
ing laboratory that maintains periodic inspec-
tion of production of listed equipment or male-
rials, as meeting the requirements for Relief
Valves and Automatic Gas Shutoff Devices for
Hot Water Supply Systems, the lalest edition
of ANSI Z21,22. ThiS valve must be marked
with a maximum set pressure nolto exceed the
marked hydrostatic working pressure of tho
water heater.
f. If the water heater is not operated within the
factory calibreted temperature limits.
g. If leaks in the tank, or defects in other parIs.
arise as the resuIt of improper use, negligence
in oporation (such as elements burnod out in a
dry tank, sediment doposit failures, olc. with
tho exception of Iho Sandhog or Life Long) or
accidenl, or from inability of Ihe water heator
or any of its parts to function because of
repairs. adjustmonts. or roplacomonts improp~
erly made oulside the Company's factory, or
because of fire, floods or lightning.
h. If tho water hoator olemenl{s) (oxcopl Sandhog
or Life Long) fail due to sediment build-up.
I. If tho modol rating plato hns boen dofacod or
discarrlod and you do hol havo a Dill of Sale
to vorify tho purchaso dolo.
j. If (1) installod in an aroa whore lonkngo of Ihe
tank or connoctions would rosull in damage 10
tho aron ndjacent to Iho wnlor hoater, or (2)
whoen such n location is unavoidablo n suit~
ablo drain pan is not instollod undor the wolor
hontor, Wlion a drain pan must bo used, tho
pan must bo 1 y, inches doop and must havo a
minimum longth and width of at loast 2 Inch-
es groaler than tho diamoler of Iho wolor
heat or and musl bo 1'1 pod 10 on odoquato
drain. (Soo Instruction Manua!.)
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k. If the water hnatur or any of its com}JUJwnts
warranted herein is used other than jJ~ the
complete and integrated s\,sh:m into which
thuy have been manufactured by tho
Company and sold to the Warrantoe.
!. Whon tho waler houter is usod fur spaLe heat-
ing and either (i) its sizing does not <.:unforrn
to the specifkulions of both the Company and
the heating component manufacturer. or fii) it
is used for other than residential purp(J~(~s,
m. If the water heater is used to heal pool.s,
whirlpools. o.r hot tubs. or with any equip-
ment or system that uses heavily chforinated
or otherWise non potable water.
n. If leaks in the tank or dufucts in other parts
occur as a result of the wilter heater being
exposed to a highly corrosive atmospheric
condition.
o. If leaking in tho tank or defocts in other parIs
occur as the result of the water heater contain-
ing ilnd or being operated with desalinated
(deionized) \vater.
p. If loaks in the lank or dofocts in other parts
arise as a result of sizing that does not comply
with Ihe manufacluror's currenlly published
sizing guides or sizing reconlmended by the
manufacturer.
q. If this water heater or any port has beon undor
water.
r. If a water healor replacement would bo solicit-
ed for roasons of noise, taste, odor. discol-
oration, and/or rusty water.
s. If the water heater experiences the effects of
thormal expansion or failuro (roverses the bot-
tom) duo to OXC'Jssive pressure.
5. Rnplacements and/or rllpairs furnished undor
those warrantios do not carry a new warranty.
only the unoxpired portion of tho original war.
ranly,
6. The terms of this warranty may not be varied uy
any porson. whether or not purporting to repre-
sont or to acl on bohalf of tho Company.
7. In order to obtain service undur theso warranties
you mnst \>rlnnptly notify Ihe installing contrac-
tor or dell or, giving tho nature of tho problnm
and tho modol and snriol numbor of tho water
hontor. If for any roason tho instnller Of dealer
cnnnnt be loclltml Of fnils to provido satisfactory
warranty snrvice. vou should write the Company
with tho nbovo inforlllution.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
Po. Box 1220
Port Townsend. WA 98368
(206) 385.9160
Gary A. RoVile, AE.. Director
Robert G. Nesbitt. PE. County Engmeer
PROJECT ACCEPTANCE
&
CLIENT FEEDBACK
To: Gary Rowe
From: Frank Hall
Date: June 7, 1993
Proj: Safety (cleanliness) @ Transfer Station
SW1089
We are pleased to inform you that as of Wednesday, June 2, 1993 we consider
the work on this project complete.
It has been our intention and expectations that this work be perfonned with
very little disruption to your personnel and services customarily provided.
Please answer the following questions and retum this fonn to our office by
Friday, June 18, 1993.
1. How well was the job / project perfonned?
2. How could the job / project have been improved?
3. Is this job / project complete to your satisfaction and expectations?
Space is provided on the back of this sheet for an)' additional suggestions or
comments that may help us improve our client relations.
100% Recyclod Paper
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
PO Box 1220
Port Townsend. WA 98368
(206) 385.9160
Gary A. Rowe, PE., DIrector
Robert G. Nesbl/t, PE.. County Engineer
MEMORANDUM
To: Bob Nesbitt
From: Frank Hall
Date: 17 February. 1992
Ref: Crew Shack (ATCa building)
Sub]: Improvements and hook-ups
Cost to provide a crew shack at the Jefferson County Landfill site using an A TCO Building would
involve the following: (6" 1 (,,' )
ELECTRICAL (all trenching by County) 1000.00
-Upgrade service at the Equipment Shed to 2llOA service.
-Extend service from equipment shed to Crew Shack (50').
-Pennit
-Puget Power Modification fee
SOD.DO
WATER SERVICE (all trenching by County)
-Tap 2" waterline and extend to shack using 3/4" line.
-Metering
-Tic-In at crew shack
-Pennit
-Install noat system In pressure tank
notes
1. This will require approval through the Jefferson County
and the Washington State Departments of Health and may
require an upgrade of the system.
2. Septic Tank wl11 be required in order to furnish water.
4000.00
SEPTIC SYSTEM (assuming a suitable location near-by Ulatls permltablel
-Design, installation & pennit
PURCHASE A TCa BUILDING (8' X 16') 59DO.00.
note: This estimate docs not include a restroom and sink. /
-Building ~.OO\
-Construct treated 4'x4' porch & steps ~5)
100% Recycled Parer
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TELEPHONE
I
300.00
PROJECT COORDINATION @ 10% (estimate)
830.00
570.00
MODIFY BUILDING TO ACCOMMODATE RESTROOM. ~200.00-
-Walls, doors, exhaust fans, etc. ~~-----
-Plumbing & Fixtures (watercloset & lavato~:~=~~/) _
TOTAL COST 7920.00 6270.00
Bob, if we were to purchase a unit with an existing restroom it would be 10'x32' and cost would
be as shown on the attached quote by A TeD space rentals. They will not quote a self contained
unit.
Bob, this does not entertain the issue of relocation of the Pressure washer which would include an
additional tap & meter off of the water system and application to the Jefferson County and
Washington State Health Deparbnents for approval. Additionally we would need a slab,
possibly an enclosure, power extension and site drainage proposal. Site drainage proposal would
involve the issue of contaminated materials. An option would be to consider a recirculation
system similar to the one in use at the Hadlock Shop.
I would like to discuss this proposal with you and its application toward a long range plan on the
use of the Jefferson County Landfill Site.
Sincerely,
~~
Project Inspector
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FEB-17-1;<'?3 11:-10 FF:Or.\ HTeO S"'H':E F"EIITH~"
A Teo SPACE RENTALS
DIVISION OF A TCO STRUCTURES, INC.
2247 S 88TH A VENUE SOUTH
KENT, WASHINGTON 98031
(206)-852-$1320
1.800.457-3$151
Attention: _FrcuJK
Company: JQf-kxs~ ~nty
~ie...CYU.~.
Irr ~n~3
From:
Date:
Fax Number: 3<2:55- q I '72..
o OR/GINAL WILL FOLLOW BY MAIL
o ORIGINAL WILL FOLLOW BY COURIER
o ORIGINAL WILL NOT Be FORWARDED
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1:~:C1-=:5::;.172' F. 01
Fax: 1206/ 859-0~8
Total Pages: Dt-Je..-.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
Po. Box 1220
PorI Townsend, WA 98368
(206) 385.9160
Gary A. Rowe. PE.. Director
Robert G. Nesbitt. PE.. County Engineer
An'n: Mr. Bob Nesbin
Department of Public Works
Jefferson County
P.o.. Box 1220
Port Townsend. WA
10 February, 1992
Ref: Crew Shack
Subj: Improvements and hook-ups
I have reviewed the work requested by Dennis at the Temporary Transfer Station. Cost to do thi,
work is as ou t1ined here:
ELECTRICAL (all trenching by County)
~
-Upgrade service at the Equipment Shed to 200A service.
-Extend service from equipment shed to Crew Shack (200').
-Upgrade panel at crew shack to have lOOA main breaker.
-Extend service approx. 75', to one-man shack.
-Pennit
-Puget Power Modification fee
WATER SERVICE (all trenching by County)
note:s
1. This will require approval through the Jefferson County
and the Washington State Departments of Health and may
require an upgrade of the system.
2. Septic Tank will be required in order to furnish water.
~
-Tap 2" water line and extend to shack using 3/4" line.
-Metering
-Tie-in at crew shack
-Pennit
-Install noat system in pressure tank
/500 -
/<1',:>(7
-:5~
SEPTIC SYSTEM (assuming a suitable location near-by that Is permllo1ble)
( -,\
4ulltu.. , ',~ PO! 4iJ(..,o
.......... /
j-v',{'~~I\!J(J" . ~ (o;,\S5P~ U
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-Design, installation &: pennit
BUILDING IMPRCVEMENTS
note: This estimale does not include noor covering or
Improvements to the noor supports.
100% nncyclcd Pi1r0.f
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; ~~W~;~\;V".:.,.,,.,ti
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-Repair interior wall @sink
-Remove shower, cap plumbing & panel walls
(Option: Replace shower stall)
-Paint ceiling a & Interior painled panel
-cap exterior plumbing & Straighten Siding
-Pressure wash Metal Siding
-Paint exterior Trim & Door
-Construct treated 4'x4' porch &. steps
400.00
750.00
350.00
250.00
400.00
200.00
200.00
TELEPHONE
.-.lOOOO( ~~135L'
q5<7
...2I:XXX 0
XXXXX ~? ()j)
PROJECT COORDINA nON @ 10% (estimate)
TOTAL COST
Bob, this does not entertain the issue of relocation of the Pressure washer which would include an
additional tap & meter off of the water system and application to the Jefferson Cou;;ty and
Washington State Health Departments for approval. Additionally we would need a slab,
possibly an enclosure, power extension and site drainage proposal. Site drainage proposal would
involve the issue of contaminated materials. An option would be to consider a recirculation
system similar to the one in use at the Hadlock Shop.
I would like to discuss this proposal with you and Its application toward a long range plan on the I J
use of the Jefferson County Landfill SlIe. ,IJ
Sincerely, AI 10.'3
. ~IP
Prank Hall
Project Inspector
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
\
11it\{.rfY
_'0 <t;/;1
'/" \<'r :...... tIo
1820 Jefferson Street
PO Box 1220
Port Townsend. WA 98368
(206) 385.9160
Gary A Rowe. P.E., Dlfectof
Roben G Nesbitt, PE., County Engineer
Att'n: Mr, Bob Nesbitt
Department of Public Works
Jefferson County
P.O. Box 1220
Port Townsend, WA
Ref: Crew Shack
Sub): Improvements and hook-ups
10 February, 1992
ELECTRICAL (an trenching by County)
I have reviewed the work requested by Dennis at the Temporary Transfer Station. Cost to do thi-
work is as outlined here:
-Upgrade service at the Equipment Shed to 200A service.
-Extend service from equipment shed to Crew Shack (200'),
-Upgrade panel at crew shack to have lOOA main breaker,
-Extend service approx. 75', to one-man shack,
-Permit
-Puget Power Modification fee
WATER SERVICE (all trenching by County)
note:s
1. This will require approval through the Jefferson County
and the Washington State Departments of Health and may
require an upgrade of the system,
2. Septic Tank will be required in order to furnish water.
-Tap 2" w"ter line and extend to shack using 3/4" line.
-Metering
-Tie-in at crew shack
-Permit
..Installlloat system in pressure tank
SEPTIC SYSTEM (assuming a suitable localion near.by lhatls permUable)
.Design, installation & pennit
~)
1.5'00 -
~~)
/~.:>CJ
~
\ '\
4~ . $~ 4tJ~..d
.,: )
BUILDING IMPROVEMENTS
nole: This estimate docs not include 1I00r covering or
Improvements to the 1I00r supports.
~
fv",te~ !J
100% Rocyclcc1 Parnr
'\. \
; . ,..:.~~ if'1~~:~;J.".;;;'.i~,:.
! ~: l'~l 1;~r J.) ',',.~, \'.-, ,- ...., . ,'~
li,'r~',~;,..~r'. :/;', ' "'.\.,
" ~
"'.',-
, \. \
-Repair interior wall @ sink
-Remove shower, cap plumbing & panel walls
(Option: Replace shower stall)
-Paint ceiling a & Interior painted panel
-Cap exterior plumbing & Straighten Siding
-Pressure wash Metal Siding
-Paint exterior Trim & Door
-Construct treated 4'x4' porch & steps
400.00
750.00
350.00
250.00
400.00
200.00
200.00
~~~
=: . /;1IJJ
Bob, this does not entertain the issue of relocation of the Prcssure washer which would include an
additional tap & meter off of the water system and application to the Jefferson County and
Washington State Health Departments for approval. Additionally we would need a slab,
possibly an enclosure, power extension and site drainage proposal. Site drainage proposal would
involve the issue of contaminated materials. An option would be to consider a recirculation
system similar to the one in use at the Hadlock Shop.
TELEPHONE
PROJECT COORDINATION@10% (estimate)
TOTAL COST
I would like to discuss this proposal with you and its application toward a long range plan on the I J
use of the Jefferson County Landfill Site. JI
"-'y. ~I~I"
Frank Hall
Project Inspector
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Slreel
PO Box 1220
Port Townsend. WA 98368
(206) 385.9160
Gary A RO'/'ic. PE Dlreclor
Robert G I'/esbill, PE Count!' Engmeer
MEMORANDUM
To: Bob Nesbitt
From: Frank Hall
Date: 17 February, 1992
Ret: Crew Shack (AlCa building)
Subj: Improvements and hook-ups
Cost to provide a crew shack at the Jefferson County Landfill site using an A TCa Building would
involve the following:
ELECTRICAL (all trenching by County)
1000.00
-Upgrade service at the Equipment Shed to 200A service.
-Extend service from equipment shed to Crew Shack (SO').
-Pennit
-Puget Power Modification fee
WATER SERVICE (all trenching by County)
SllO.oo
-Tap 2" water line and extend to shack using 3/4" line.
-Metering
-Tie-in at crew shack
-Permit
-Install float system in pressure tank
notes
1. This will require approval through the Jefferson County
and the Washington Slate Departments of Health and may
require an upgrade of the system.
2. Septic Tank will be requirl'CI in order to furnish water.
SEPTIC SYSTEM (assuming a suitable locallon near-by thai Is permltable)
4000.00
-Design, ins lallation & pemlit
PURCHASE A TCa BUILDING (8' X 16')
nole: This estimate does not include a restroom and sink.
5900.00.
~
I
-Building
-Constmct treated 4'x4' porch &. steps
5700.00
200.00
100% Rncyc:lnd Papor
-.."-W_.
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.: t~:" .:\t.75:~~~~:f~;-\~
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'!~~:I~; r;/'~r "
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7+y.> -ci
. .., ,
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TELEPHONE
300.00
PROJECT COORDINATION @ 10% (estimate)
830.00
570.00
MODIFY BUILDING TO ACCOMMODATE RESTROOM.
"/1200.00-
-Walls, doors, exhaust fans, etc.
-Plumbing & Fixtures (waterclosct & lavatory)
400.00
800.00
TOTAL COST
7920.00
6270.00
Bob, if we were to purchase a unit with an existing restroom it would be 1O'x32' and cost would
be as shown on the attached quote by A TCO space rentals. They will not quote a self contained
unit.
Bob, this docs not entertain the issue of relocation of the Pressure washer which would include an
additional tap & meter off of the water system and application to the Jefferson County and
Washington State Health Departments for approval. Additionally we would need a slab,
possibly an enclosure, power extension and site drainage proposal. Site drainage proposal would
involve the issue of contaminated materials. An option would be to consider a recirculation
system similar to the one in use at the Hadlock Shop.
I would like to discuss this proposal with you and its application toward a long range plan on the
use of the Jefferson County Landfill Site.
Sincerely,
~-f-4/4
Projcctlnspcctor
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-FEB-17-1993 11 :40 FROI'r ATCO 5PA':E PEIITAL5
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ATGO SPACE RENTALS
DIVISION OF A TCO STRUCTURES. INC.
22419 88TH A VENUE SOUTH
KENT. WASHINGTON 98031
(206)-852-9320
1-800-451-3951
Attention: ~a.NJ<
Company l \~W ?nn_~
From: ~ie.-('YU.~
Date: It-[ ~...h33
Fax Number: 3<2:fS- q /12.
',.
o ORIGINAL WILL FOLLOW BY MAIL
o ORIGINAL WILL FOLLOW BY COURIER
o ORIGINAL WILL NOT BE FORWARDED
'\. \
TO
12063859172 P.Ol
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Fax:
1205} 859-04.38
Toral Pages: DN.re..._
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Att'n: Mr. Bob Nesbitt
Department 01 Public Works
Jefferson County
P.O. Box 1220
Port Townsend, WA
1 0 February, 1992
Ref: Crew Shack
SuOj: Improvements and hook-ups
'have reviewed the work requested by Dennis at Ihe Temporary Transfer Stalion. Cost to do this
work is as ou t1ined here:
ELECfRICAL (all trenching by Counly)
1500.00
-Upgrade service at the Equipment Shed to 200A service.
-Extend service from equipment shed to Crew Shack (200').
-Upgrade panel at crew shack to have looA main breaker.
-Extend service approx. 75', to one-man shack.
-Permit
-Puget Power Modification fce
o~
-5OO.otl-1:~:".,~ .
WATER SERVICE (all trenching by Counly)
note: This Wi,l, '..re,q, u, ir.e a.p~~~,I,thrOUgh the Jefferson County
and the Washington_Stat~p':lrtments of Health
-Ta,;r~~ter line and extend to ~I~a-c~--- -, '?(y ", II' <J / 7
-Tie-in at crew shack "^ < t < v', "j ?
-Permit :4'
~ Cl5-"J~,,-- Sf-?,nc.. t vf~/?(((...'{-,' 7
_ VV\"^1 'tc<!'o( -(z> UP'; v?<-vi~ W.. --';f'"" 'fffc,"",- ~5("C
SEPTIC SYSTEM (aSS\lml~~~::!table location near-by) 4000.00
""'-<(...... -ru-t..t.l.... ~
() -Dcsign,lnstaIlation&pcrmil """'1V~".f" ,,'/,-/-o--
cA.$"SI.l^",,~'\..~ ~p~t"'.v\/1-~~{C
BUILDING IMPROVEMENTS
note: This estimate docs not Include Ooor covering or
/ /.? Improvements to the Ooor supports,
6(" /( Do"
-Repair interior wall @ sink
-Remove shower, cap plumbing & panel walls
-Paint ceiling a & Interior painted panel
\"2.0 \
{/10 1"(' J
2510.00
400.00
750.00
330.00
'1,/ (, if' 11, I,',
~
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.:, .;~ ~.~.~ ..-::-{. -'.~;i;;:;-- , "';',-;'''~'',ytl::'
I "'~f !J:.:;I\;"'::(;~'\~',~"::;)' ~
it'J:,~'f~,'qi'~" "'1 ,,' ,,' ""~'.''"''''":
I,,: ,~f<.tt!'"
~~ '. '
--,
.'
-Cap exterior plumbing & Straighten Siding
-Pressure wash Metal Siding
-Paint exterior Trim & Door
-Construct treated 4'x4' porch & steps
230.00
400.00
200.00
200.00
PROJECT COORDINATION@10% (estimate)
....lISl..ll!I
TOTAL COST
9361.00
Bob, this docs not entertain the issue of relocation of the Pressure washer which would include an
additional tap off of the water system and application to the Jefferson County and Washington
Slate Health Departments. Additionally we would need a slab, possibly an enclosure, power
extension and site drainage proposal. Site drainage proposal would invol ve the issue of
contaminated materials. An option would be to consider a recirculation system similar to the one
in use at the Hadlock Shop.
I would like to discuss this proposal with you and its application toward a long range plan on the
use of the Jefferson County Landfill Site.
Sincerely,
Frank Hall
Project Inspector
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FEB-18-' g3 11: 58 !D: SAFETY. SUPPL"! CO
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SENDER FAX _ (206) 762-2939
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02-19-1993 02: 17Pf'1 FROf1 COldote FOIJnd Cond 1 e5
3859172 P.01
TO
/0; FRnNi<-H~LL.
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02-19-1993 02: 18P~1
Drain plug
FROl1
C.::.ndles
TO
HIGH QUALITY AND
MANY SAFETY FEATURES
Heat exchanger
Stainless steel burner_------.'-.
Over heat /irnit'ng device
Thermocouple-magnetic pilot
safety device
Piezo 'gniter
~ Temperature 8djusti,'Ii "pindle
Temperature limiting device ___
Wal", r"9ulator
Gas pressure rogu/slOr
Flexible tube (hot)
Gas intake valve
HOT WATER-OUT" Gts
SPECIFICATIONS
I """"', NO.
:.;.~:i,.~
Type at GII/:s
r~
I IBTU/~r.J
t-=,~:. ovtout
I (\J,S,gs1Jmin,)
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watarll,ClDlyl'ftt.Su1!
I.P.
Full
Holf
"'"n,,,
PH-16M.O
.ta..
ut1ec1100
Full Half
F~I
6,j'F na.e
6O"F rille
t,2t OM
'.40
7(1'F rl&e
70"F riq:
0.86 O.C3
100
8O'F r1l!le
DO'Friaa
l00'P rl~
061 O.~
0,70
,,,
P,S,1.
4.3
4.3
PN,I,
'.1
HIlighf k Width IC 00pth Il'Ich
~ wolgh! ~
Comeeti~ c..u
100 I
36-31-4 .w. 13.314.. 11.3/4
11,4
15-1311e l ,,.,7/)2 II 9 P.'Q-518 II Io-V4 A 9-718 Inl;h
,.. ~ ~s
'"
1/2 NI'-'t tnale 1I~ NM' '''''''<Jle Gq
TI~ Nf!IT flma1e
1'2 r-.vr fomalll
FIUftaizo
Wo!O'
hol (~dl
.:)1-4 NPT mal_
112 t>J7T malo
w....
hot (<Old)
112 NPT mQle
314 WT male
Inth
4 dlA
.. dia.
5dia
~
Since WQ aro Constantly Improving our products, all specificatIons are Subject to change Without notice.
~ :';:.':;1(~\~~~ PALOMA FREEZE YOur nearest Paloma dealer
i; ,.,+.:),:-';/~' PROTECTION KIT
, .,.,t. ;'. .;. ,.:. Thermo5~tieally controllt!<J
. :.:.'1~"'t1:t):. and keep water control
I. .., ". ~ ,< body "ne wllter cont",1
. .... , ,~l case assemblies of hooter
"-~-: .;.:. i protected against frozen
- -. , .. ':'-.' damage to lomparature
. :' ~.. """",': .':i:' of.BPproxknately -4'F
. '.' ><\,:t,..,,;:~.:: (without WII IlJ-<;tllll faclo~,
. " : ~"'~,l;:;li.~ii"i (For Moael PH-12M,16M
ill "^~~1~~~'Il1'l & 24M)
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., dIll.
, \. \
32~,9172
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L.P_ I NAT_
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~14 NPT fflr.'AI..
3/4 NPT male!
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FRor', COldotc FOI..H I '~,Jnd Ic') TO 3859172;;'.03
t\ VV I UK: "AN l1t \;-0-." 178:500 ElTU/H MODEl)
OF TANKLESS HEATERS TO FIT YOUR NEEDS
~ *
Model:PH-5.3F
38.100&28.600
BTU. H Input
Equipped with a
capacity transfer
device.
Very ~ull1pdd
design.Good for
cabin. cottage.
auxiliary instal-
lation.
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MODULATING UNITS
Turn on your hot water faucet and water is heated instantly
as it flows through the heating coils. Paloma's bumers
shut off automatically as soon as yOU rum off the faucet.
The PALOMA modulating control automatically adjusts the
fl;:\mo to thn wnt~f flow you 'er.~t.
SMALL WATER DEMAND. . . LOW FLAME
LAR\;E' WATl:1i ll!:MAND. . . HIGH FLAM~
PALOMA produces hot water only WHEN and AS MUCH
AS YOU NEED.
That's why yOu can SAVE ENERGY and MONEY!!
."
Suitable lor residential USe.
Just aile PALOMA supplies all the hot water you need in
your hame for shower, bath. dishwasher. laundry. etc....
Heavy simultaneous use may reduce the flow at a
particular faucet.
Model:PH-6
43.800 BTU' H
Input
A little. compact
heater. Ideal for
cottage. cabin.
au,.jli~ry Instal-
lalion such as in
office, etc. AGA
design C8ftified,
Model: PH-24M
178,SQO-37,7008TU. H Input
Modulating burner (automatic
outpul control device)
equipped. The largest
tank less water he;\tPJ r:f It,
type in the world. Superb tor
commercial and industrIal use
as well as large resider.tial
home. AGA de~ign certif:&o
HIGH TECHNOLOGY AND QUALITY DESIGN
Wall mounted PalOma mnKless water healers are budt to perform
efficienlly with very littte maintenance. First class malerials
include a copper heat exchanger and combustion chamber,
brass controls. stainless steel bumers. and a hard baked
porcelain exterior. Palomas are easy to service and all oarts are
easy to replace.
SAVE MONEY, SPACE, AND ENERGY
Save d'amallcally nn YIWr rurren! water h~"tin(J bill 5to<"go
type hot waler heaters lose heat all day long (and all night too!!.
TMy consume more energy Ihan any olt1e, job In the ~,(,,""
excepl space heating. Palomas heat only the wate, you need as
you're using it. You never store hol water again. You never wait
for water to heat up again. You never run out of hot waterl
WARRANTY FOR RESIDENTIAL USE
5 yoar limited warranty Oil "~"t exchanger leakage
3 year limited warranty for all olt1er parts.
o W::uranty fOI oom",!reial u~!, ""~ P..!UlII" dealer.
EASY AND QUICK INSTALLATION
Equipped wilh flexible tubes at Inlel and Outlot points (PH. 12M,
lAM & 24M). Install on wall With JUEt EClOwa aoouring l/'Ie braeket.
PALOMA CON$TANT.I=LO "M" MODEL OPERATING RANGE PH.12M, PH-16M, PH-24M
~~_ lliL-
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FI F I '..t-l?,~
luol l&th
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o ria n~ I 1.1i , ii 3
WI"f "1""" I'l.,.. OPM
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PH24MCJ !
: PH".M~ !
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~
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The graph shows tho rolatlon between waler f101V and hot
water tomperature.
Wide Temporature Adjustment: Temp. Rise from 60' F (WARM)
to 100' F (HOT) at any point
At "HOT'position, PH.16M Will provide 1S0'F hot wator from
0,48 gal/min. to 1.9 gal/min..
You can use at the widO range which 18 all0wn on lho graph by
miXing cold water at faucet
. When incoming water lemperature IS 50' F.
~~.~
.... ..,.\ Jr, ~"
K (~~~~
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. PH-eDN/l1P,1:"M.('JN/DP,lGM-ON.'DP :'I4M.f"IN:f'\l-" A~'
~!I':'N .:t~lIrlldl tiV AMEnrCAN 0"-9 A.!Isor,IATION 1.$1
AUT(lMAflC IN\1l'ANlANEOUS TVN; WATE.R HEATf-R
OrT..IGN CDMPlIU. 1NlTIol ^,'J~ ~\ 10.'1 W.l,~~ HU.l,TfRf.
TCHHL ~:'. D'3
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F~B-19-93 FRI 15:25 ADVANCED Et~VIRO SOLUTIOt.~ P.Ol
,."
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"', '1.\
,
Facsimile Cover Sheet
To: FRANK HALL
company: JEFFERSON COUNTY PUBLIC
WORKS
Phone: 385-9353
Fax: 385-9172
From: . TOM BULLOCK
Company: ADVANCED ENVIRONMENTAL
SOLUTIONS
phone: (206)872~9011
Fax: (206)872-9004
Date: 2/19/93
Pages including thIs
cover page: 2
Comments:
DEAR FRANK:
ADVANCEO ENVIRONMENTAl. SOI.t.mONS, INC. IS PL.EASED TO PROVIDE PRODUCT
INFORMATION AND A QUOTATION FOR 100 GALLON DOUBI.EWALL ANTIFREEZE
COI.LECTION TANKS. THESE TANKS ARe IOEAL FOR THE COLLECTION AND
STORAGE OF HAZARDOUS MATERIALS, INCLUDING ANTIFREEZE. PLEASE REFER TO
THE SPEC. SHEET.
100 GALLON TANK
...$650.00 F.O.S. DESTINATION
DELIVERY IS APPROXIMATEL Y 2 WEEKS. OUR STANDARD TERMS ARE NET 30 DA YS.
PRlCES SUBJECT TO CHANGE WITHOlff PRIOR NOTIFICATION.
PLEASE CALL IF I CAN ANSWER QUESTIONS REGARDING THESE OR THE WASTE OIL
COLLECTiON TANKS.
REGARDS.
TOM BULLOCK
;' t: r'~'::-1:~~.~:~:
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;..
,
SOLUTIOt-., P.02
FRI
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ADVANCED
E N Y I R~N MEN TAL
SOLUTIONS, INC.
22020 Wo,t VOlloy HlghwOY
Kent. wo,hlngton 98032
Envlrcnl.....nlal Co",,,,IIC1noo/contolnm~ntJWo\tl;l MlnlmlZanOn
Phor>e (200) 872-90\1
F-o' 1200) 872.9004
1.600.275-3549
LlNECARD
AES is II stocking distributor of equipment and materials and a manufacturers representative
of process equipment technologies to meet the environmental needs of business and industry.
ENVIRONMENTAL COMPLIANCE
o Secondary C..ontainment: For hazardous waste bulking and storage prior to shipment.
CI Waste Oil Storage: Above ground tank systems with weather cover and spill contro!.
0 Absorhl'nts: Full range including high performance BTU value loose fill.
'I 0 Hazmat Storage Units: FM approved cabinets and buildings.
CI D.O.T. Salvage Units: 1S through 9S gallon poly salvage drums. 1 cubic yard box.
i":
CI Good Housekeeping: Poly funnels, drum covers. gauges & pads, safety tools.
ON-SITE RECYCLING, RECOVERY, and REGENERATION
Cl Solvent Distlllation: Traditional and new alternative solvents.
Cl ^gllC(")1I5 B~th Purificntion: On-line purification of high-temp bath solutioJJs.
CI Metal Working Fluids: Machine shop coolants. process guaranteed.
CI ReduC"t" Sewer Discharge: Closed loop systems for zero-discharge to sewer.
WASTE.MINIMIZATION
lJ Compaction Equipment:
CI ^ern~('\1 Can Evacuation:
Paint cans, rags, fitters, drums, and other debris.
Remove propellallt and free liquids from aerosolc.
Continuous centrifugal and filtration technologies,
Complete systems to meet NPDES and/or POTW Permits.
o Solids/liquids Separation:
CI Waste Water Treatment:
CFC ALTERNATWE PARTS WASHING
o Cabinet Jet Wash: Aqueous spray wash systems. Multi step processes.
o Ultrasonic Immersion:
Aqueous and semi-aqueous batch and in-line systems.
Rr.',l<<l"II'J)
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:l~.'. WHEN USING ",TYPEWRITER SET TAB STOPS AS SHOWN ON THIS STUB
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"dfype
ALIGN TYPE DIRECTLY ON THIS LINE
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 1220
PORT TOWNSEND, WASHINGTON 98368
1,."11JI il,')I, 1"'1/ \ r'l ,~ [';:,-'1' , . . ,,-;
J-J_"~jlJt'J'(;. .--:.~(.l.J.:_J "_.) ;~i'I), :::J
Phone (206) 385-9160
Show thIS Purchase Ordor Number
on all correspondence, inVOIces.
shlPPil'l9 papers and packages
AEOU<$lr.ON ,,",0
TO
11074
GlZAll\)c.eg.. .
JJ~ Q4:r~ A ~e So
S €/rrfLE. WAlf B 134
F'E8 U. ,QQ3
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ACCOUNT CODE SQ4-.37. tA-
5W I oS<=}
REOUISITIONED BY
WHEN SHIP
I SH'P""
I' 00 PO""
STOCK NO.1 OESCRIPTION
f.I-IA(.~
Crt, ORDERED
OTY. RECEIVED
13l?ADL.B'1' Mc~eL 5'<;1.-."<;lD:P2.E$UeJ~
.I"O~/l.BL.e'WA$I.L ~"'PmCl.:)1
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..___~IF'PIN~ (3f.tLbs.)
-'-'B~ z. ... _
_........~io:r;G.,>(.
. ~/!'--
1. Please send _ copies of your Involco.
2. Order is to be entered in accordance with pricos, delivery and specifications shown above.
3. Notify us Immediately it you are unable to ship as specilied.
ORIGINAL
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~3.11 02
14.42 0,2
i.....:z 0,2
4.42 0,2
14.42 02
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EMERGENCY WASH STATIONS
DRENCH SHOWERS
. Use in schools. shops, .nd laboralorie.
. A'tIailable with horhontal or vertic.t
water supply connections
Horizontal supply drench shower for use
in schools, shops and laboratories. or any.
place a chemical spill may occur. Unit has
8 large 10" shower head which delivers 80
GPM at 40 PSI.
Designed for wall or ceiling mounting. r
chrome-plated brass ball valve. Valve is
~[aTnf~~~'O~t~~lde~~~~p~~~ of~J~t~t~J'e~
head is constructed of yellow CyeDIae-.
All other galvanized fittings are protected
~hr~J':_~f~e~o~~~~~,tr.arPs ~::~~~n~~t~f
Includes 10''''; )C 8" styrene sign for wall
mounting with universal drench shower
symbols. Meets ANSI standard Z358.1.
1981. Bradley brand (519-1201
No_ 2P268. ShpJ:. wt. 7.1Ibs. List $130,50
Each. ,.$90.10
No. -4T830. Similar to No. 2P'2f,s cxcl.'pl for
nil stainless steel construc-tion In: ~'ah't'.
pipe. nipph', and shmn'r hc'ad, Su peri or
corrosion resistance. For horizontal sup-
ply. (519-1205S). Shpg, wt. 7,1 Ibs List
$415.45. Each. .S29S,-4b
No. 4TOO7. Same as No. 2P'2C,g exc<"pt for
vertical water supply connections. (519.
130), Shp~. wt. 8.0 Ibs, List $156.62
Each, . ,$90,86
HAND-HELD DRENCH HOSES
. F..h.re ..oft.flow spnyhead
. provide a st.ady flow of water
~~:~e~~1l_~~:~.:;~:y~~~dC70~on~~Jfrig
r~C~:j~r~Y~h:t ~~~~~C~1~~W :6~t'rg:1 nr~
:r::l~~~~!v:J~~ :1~heWubclt~ali~~v:~I~~
;l~\;~ g:ri;ss~:l~c ~~~~'~~~;,ir{~gjlh"~~i'bfi:
. High vl..lbllity yellow reinforced ho..e
and ..pray head
ity yellow reinforced thermoplastic hose
nnd sprayhcad, 1I0se rated at 250 PSI
burst preS!iure. 8W x 1211)( 8-1) .....0111 Spnt'l'
required fur lnstnllatlon of No. 2PJ30, Not
dcsi~lled to replace an eyewash or show-
er. but onl~' act as 1m aCCeS!iOr)' 1<) either
one, Drndll'y brnnd,
)40..
1yp.
With Wall Clip
Counter Mount
Racolllns "o.e
Ho"
hlllth
Rn
"
12
W.l"
SIIppl.
W'
I;
I;
flow
'PM
3
3
3
Bredl..
Mod.1
S Hl-i30A
SllJ-1(t()
SltH}()()
110C~
No.
llll
hch
$104.47
150.37
164.56
"'TOI4 $1lJ430
5T278 211.42
2P330 2:U\H:1
PRESSURIZED PORTABLE WASH STATIONS
Intended to provide emergency service In
~~~a:V:I~~rli ('~~!,~~ n~~)~:I(lt~r A s~JiR'lo~~
tnlned system whleh should supplemt'nt
permanent wash stntlons. Thrl..'(' fq~Al1()n
nnd one )O.~nl1()n models olf('r n choice of
fcnlures nod CDllncity, All hllvt. hullt-in
corry hnndlt.s anti Tcsilh,'nl bottums nnd
come with tire li1ltlT \'011\'(' nnd nir pTC'S-
lure ~Ru~e. Gt'ntlc wnlt'r now throup:h son.
flow ht'ads Is mnlntalned for 71,.'1 minutes
on 5 J:ullull tllnks, 15 minutes on 10 ~nllon
lank!!, 5 ~lIl1on tnnks comply with ANSI Z
3r~,I-HHIJ as 8 pcrsonnll'YCWllfih; )0 ~1I1-
Ion tanks IlS a self-contained eyeWAsh.
nrlldley brand.
Hand.Held Ey..Face.Body Sprav-.lI).~al-
Jon preH~llrl:1{'d wn!'ih station with hnnd-
held ('yc.fncl'.hnl!y spray hl'nd aU nclH'd tn
pn R-fuot h()lw. SqUCC7.1' vnlvc nctlvnteli n
J::cntle now of wntu for 21h mlnuh's,
Tank Mounted DUll H..d Eytlwuh-5-
l:ullon 1)T('ssurlzl'd .....ush stillion .....ith dual
hNull'ycwlHih onl)'.
Tank Mounted Dual H..d Eytlwuh-..").
gllllon pn'ssurI7.l'd wlI!'oll Iitlll1111l .....llh
humJ.lwld fillrn)' for l'l'l'.(t\('tLhudY rlns.
:~~ ft;ll: Il~I~I;~: ,I~j ~t t ~S~(~~ 0 l~ t~..l ~.\~;~ t~~'l'tl~ II' ,:~ ~
twin chronw-Illnh'd hrllss t')'pwnsh foun.
tnln monntNI on top of Ow tllnk
10-Glnon Eye.Face.Body Spray and Dual
~~::;;~I~r~;~11 ~',~~r~~l~)~xt ~~l ~~~~:s;O'~I~::~I~
CllPUeity, IIllnd.hl'ld IIllrn)' for (')'('-(II('C.
tipI'll)' rlnsln~ iii IItlaclwd to an 8.fnot Inn~
hnsf'. Sl'pnratll rhrum('.plntl'd hrnss ('yt"
wash hilS twin r;oO now }wllds .....hich pro.
vldp n ~cntle rlnsln~ 110w of wntcr, Tlltlk
Ims slIfe'!y pr('liliurl' rph'IISl' YlIlvc, nlr
(lTl'StiIlI'l' J:nu~f', tire tYI)(' nllrr \!lIlvl' /lnd
dunl tarry hnrullt's.
0.11011 DWII.lI 8r.IIII.. Iloe~ 1~1l
D,ull,(loR C.,ull, " D Mo..-.I ... lllf hell
H.nd."etd Spray . 2~" 11111" S1007() 4TOOI $fl4R:\(t $348,IU U\O
T.nk Mounted ty.w...h . 4:' 11'111 Slll (\71 4T002 fl2202 358.40 1:\0
Eyew."h .nd SprlY . 43 "" Sill 1172 4T003 MII.12 382,11 l!'Ill
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 1220
PORT TOWNSEND, WASHINGTON 98368
Phone (206) 385.9160
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ACCOUNT CODE Sq4-. 37. t,4
REOUISITIONED BV
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2. Ordor 1510 bo onlerod in accordanco with prices. dollvory and spoclflcllllons shown above
3. NO!ifyus Immediately if you are unable 10 ship os SpOClflOd
ORIGINAL
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UNIT PRICE
TOTAl
4>54 .,,, {o54- 00
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6725 TODD BLVD
SEATTLE
WA
98188-4771
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JEFFERSON CNTY FACIL MGMT
1820 CASS JEFFSN ST
PT TOWllSENo
98368
.'; ATTN: ACCOUIITS PAYABLE
!; JEFFERSON CIITY FACIl MGMT
T PO 80X 1220
o PT TOI<INSEIID WA 'lB3bB-D'l2D
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PH#
(206) 251-5030
061971/32602 I
ORIGINAL INVOICE
NUMBER: 973-771739-8
DATE: 02/26/93
PAGE: 1 OF 1
CONTROL
061971
CARRIER: UPS
11074
OROElt NUMBER
RElEASE NUMBU
SHlrrEO I ~r~ ICO:~! JJ~~~ I OfSCRIP"TION
1, ' '4T004 .BODY/EYE WASH TANK
. NG~',JEIl. MANUFACTlJRffil: NO
174-6262 S19-690.GR
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DATE I SHIPPED
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WA
WEIGHT NO, "IECES ACCOUNT NUM8fR
28 1 753 82-047-403-9
UNrr"RKE TOTAl"fJCE
654.00 654.00
INVOICE SUB TOT AL
654.00
SHIPPING CHARGES
98368 TAX
TOTAL
5.21
51.42
71 0 . 63
PAY THIS INVOICE AMOUNT DUE
NO STATEMENT SENT DATE DUE
PAYABLE IN U. S. DOLLARS TERflS
SEl: SALES TH~I,~S M-1D COt~ornONS ON THE REVCRSE
710.63
03/28/1993
NET 30 DAYS
L L
flEASE DETACH THIS PORTION AIHl RETURN.lilTH YOUR PAYMEN1:
SOLD TO
JEFFERSON CNTY FACIl MGMT
PO BOX 1220
PT TOWI/SEND WA
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W.W. GRAINGER. INC.
DEPT 753 - 820474039
98368-0920 PALATINE IL 60038-0001
INVOlcr NLJMOCR
973-771739-8
B2D474D3'l'l7377173'l81DDDD71Db31DDD51421DDOD52110DODOD93032848
u
ACCOUNT NUMnrR DAT[
753 82-047-403-9 02/26/93
AMOUNT DUE
710.63
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P.O. Box 173
PORT TOWNSEND, WA 98368
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(206) 385-4685
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jelferson Street
P.O. 80x 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt. P.E., County Engineer
PROJECT ACCEPTANCE
&
CLIENT FEEDBACK
To: 7f:/it &~
From: ~ ~
Date: .~ /; jtl'fJ
Project: ~S;t/~~4+
We are pleased to inform you that as of 1^ J 3 I I q 45 we consider the
work on this project complete. ~
It has been our intention and expectations that this work be performed with
very Iillle disruption to your personnel and services customarily provided.
~N answer the following questions and return this
.... /';;','13.
1. How well was the job I project performed?
form to our office by
2. How could the job I project have been improved?
3. Is this job I project complete to your satisfaction and expectations?
Space is provided on the back of this sheet for any additional suggestions or
comments that may help us improve our client relations.
100% RecyCled Paper
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DEPARTMENT OF PUBLIC WORKS
P.o. Box 1220
PORT TOWNSEND, WASHINGTON 98368
[fJ ill] [}J @SDO Li\@ [~ lliJ [JJ lU g [IJ
Phone (206) 385-9160
ShOw thIs Purchase Order Number
on alt COfrespondence, Invoices.
sl"lIpplng papers and packages
11390
TO
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.24055/1'16 W A 't-
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ACCOUNT CODE 594-.37, b Z
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STOCK NO,I DESCRIPTION
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,. Please send _ copies of your Invoice,
2. Ordor Is to be entered In accordance with prices. delivory and spocificntions shown above,
3. Notify us Immediately it you are unablo to ship as specihed.
ORIGINAL
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PENINSULA FLOORS AND FURNISHINGS
2405 Sims Way
PORT TOWNSEND, WASHINGTON 98368
(206) 385-0945
FAX (206) 385-4467
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~ 9l Midilepoinf Rood
". 'off T__nt!, W A 9&368
Contractors"" Kt>cONS .088NA
Date
August 30.
19..2.l
Address
To Jefferson Count v Dent. of Public Works
City
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P. O. Box 1220
Pt. Townsend. Wa. 98368
work
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off site
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 1220
PORT TOWNSEND, WASHINGTON 98368
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Phone (206) 385.9160
Show Itus Purchase Order Number
on all COrrespOndence. tnvOoces,
Shlppmg papers and paCkages
TO
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ACCOUNT CODE 514-.37. ~3
$tJ -;tOl-
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1. Please send _ COpies of your invoice.
2. Order IS 10 be enlered In accordance with prices, delivery and Speciflcalions shown aoovo.
3. Nelily us Immodialely If you arc unable 10 ship 85 spocifiOd
ORIGINAL
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ROBER'r E. GlLUIJ\H a:K5T. aJ.
GmrnJ\L CONl'RJICTOR
State Tic. No. ROBEREG24ID2
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AUG 17 1993
JEFFERSUN (;U'
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P. O. Rox 242, Nordland, Washington 98358-9636 (206) 385-6288
Using the sam", st;:,te contractors licc'I1se since 1976
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PROPOSAL
ROBERT E. GILLHAM CONSTRUCTION COMPANY
PO. 8(}Y 2.'7"2-
;VOt?f?LAiJO, WASH I NGTON
PHONE: (206) '3$5-&2&3 (y(.iJk;:6h FfU>t.l.. ')
WASHI NGTON ST ATE CONTRACTOR (1<<.P) ~& 5" -1fSe<;
LICENSE #RO-BE-RE-G
Je f{ey ~t7}1 CO ?VrII7 Date 11-
N-Z:::;(T <91"6"1 bj!~A,t:::d~t.: 1/
Add"ess: ,D. d;X /"2.:20
Type of Work: c: <17-1 C J/e Ie
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We propose to f@iSh and install on your p"ope"ty located above for the sum of
$ '3,1 Ll &, ~ + ~ the following work:
A.d ,f)..eA... a-#~~' d' drAMJ~ ;,~
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dEd-Hc7 ~CJCJ~ ~4-/ytJilicItJJ ,t/)(t1,aA1C"t/tCM.
Terms. fOl' pa~ment shall b~/ II'
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This proposal is void if not accepted In ~ days.
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JEFFERSON COUl CD lU It'
DEPARTMENT OF PUBL (:;;.iJ~ e..
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1820 Jefferson Street
PO. Box 1220
Port Townsend, WA 983€.____.________.__.._.
(206) 385.9160
Gary A Rowe, PE., Olfector
Robert G, Nesbitt, PE, Coumy Engineer
PROJECT ACCEPTANCE
&
CLIENT FEEDBACK
To: Gary Rowe & Bob Nesbitt
From: Frank Hall
Date: April 23, 1993
Proj: SWI091 - Lighting Improvements for Client Spaces
We are pleased to inform you that as of April 14, 1993 we consider the work on
this project complete.
It has been our intention and expectations that this work be performed with
very little disruption to your personnel and services customarily provided.
Please answer the following questions and retunl this form to our office by
April 3D, 1993.
J. How well was the job I project performed?
2. lIow could the job I project have been improved?
3. Is this job I project complete to your satisfaction and expectations?
Space is provided on the bark of this sheet for any addilional suggestions or
comments thaI may help us improve our diem relations.
100% Rf'cyclN1 Pilppr
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Toll-free Hotline 1-800-872-3568
~~ECcIVEII
Date of Request: 02/17/93
FEB 2:~ 1!:l93
!JEFFcRSUN COUNTY
\ PUBLI~ _~.,?~KS DEPT..
Frank Hall
Arch. Projects Inspector
Jefferson County Public Works
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9353
Technology: Lighting--Fluorescent Lamps
They are considering retrofitting incandescent lighting to fluorescent
lighting, but were cautioned that fluorescent lighting could have adverse
effects on epileptic handicapped people. Is this the case?
RESPONSE:
Thank you for contacting the Electric Ideas Clearinghouse.
There is some validity to the caution you were given. I have heard that a
strobing light can set off an epileptic fit in some people with that
tendancy. Other people will not experience a fit but may experience
headaches, tension, or eye strain.
This strobing light comes from fluorescent lamps driven by electro-magentic
ballasts which use 60 Hertz (60 cycles per second) power. This seems like
too fast a cycling to be perceived, but some people are subconciously
sensitive to it. A well-known paper, "Fluorescent Lighting, Headaches and
Eyestrain", states that the modulation in fluorescent lighting is
insufficient for epileptic siezures. That statement references an article
from the technical journal "Epilepsia", which I have ordered and should
arrive in a few days. When it does, I will send you a copy.
If you want to be conservative, I recommend specifying electronic ballasts.
These provide power to the lamps at approximately 20,000 Hertz, too fast to
affect anybody. They are also generally more efficient since this higher
frequency produces more light output in the lamps.
I have enclosed a fact sheet about electric and electronic ballasts for
your use.
If you have any further questions, you can call me at (800) 872-3568.
Sincerely,
FAX ,.000-072.3082' Eloclronic Bullotin Board ',000.762.3319
009 Logion Way SE . PO Box 43171 . Olympia. WA 90504.3171
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iNVOICE
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SEATTLE WA
Branch Phone: 1-206-622-2170
OIF.;[el r,:"'L I~JUlli;ll [r;:,',.'
24 HOUR EMERGENCY HOTLINE 1-800-253-2860
NATIONAL CUSTOMER SERVICE 1-800-733'6806
SHIP
TO
JEFFERSON CO PUBLIC WORKS
1820 JEFFERSON STREET
PO BOX 1220
PORT TOWNSEND WA 98368-0920
JEFFERSON CO PUBLIC WORKS
1820 JEFFERSON STREET
PO BOX 1220
PORT TOWNSEND WA 98368-0920
ITEM NUMBEH / CUSTOMER PARl NUMBEtl
DESCRIPTION
D-LML4E
ML-4E 6V REMOTE HEAD UNIT D-L
ATTENTION LOREN
cr lis 2.-
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INVOICE SUBTOTAL
98.68
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05/13/92
526398
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UPS PLEASE
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TH[ l.t,r.)"I'.~U'jl ALlO,.'l~' Bo' lA'''' 'II1Ll E!f: AD::"ED TO A~L PAST Dli!:: I.,".':'",=ES
TERMS AND CONDITIONS OF SALE -- SEE OTHER SIDE
QUAr<TlTY U'JITPf<;CE A'.~:>UNT
OHO( flED B:a C1Uf1:D sH-If'PED U'-M
98.68
0 EA 98.68
MISC. CHARGES
0.00
TAX AMOUNT
7.92
109.46
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JEFFERSON CO PUBLIC WORKS
1820 JEFFERSON STREET
PO BOX 1220
PORT TOWNSEND WA
9B 368-0920
,.r,.,
I'N,.'> {rJlt'.'r'r-f'
JEFFERSON CO PUBLIC WORKS
1820 JEFFERSON STREET
PO BOX 1220
PORT TOWNSEND WA
9836B-0920
rm I(,HI LH^HC,[~,
ormn~ NUMBErl
889148
ALL-PHASE ELECTRIC SUPPLY CO
P. O. 80X 8525
BENTON HARBOR. HI
49022-B525
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ELECTRIC IDEAS
I CIEARINCHOUSE
Electric Ideas Clearinghouse
809 Legion Way S.E., PO Bolt 43171
Olympia. Washington 98504-3171
Fax: (800) 872-3882
Voice: (800) 872-3568
Modem: (800) 762-3319
(206) 586-8303
(206) 586-8S88
(206) 586-8839
Date: -3 -- J.. -q '3
This transmittal consists of
.4- page(s) including chis cover sheet.
To:
fiLklJJ'tc
!J,t4u G
Fax Number: Zob- 38~-cr IlJi..
Location:
Voice Number:
Message: (W-t <) fH--b A-~fG ~S :C' M od.J TLOA/W
MY- 6f/1l-reJG. ;;.oR.}?, 'I ~ 'f1.f?.... Dc:.u,A--'1,. 4?ur
fM-b -rR,O(IS3t.J'2., c;.sr-rwr.. wRou(.,Jtf BL} h/o,{.J'eJ
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If this FAX is illegible or incomplctc, please call me at: '2d. - q D1: - 66 ~- S'
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DECEMBER 1979
\>'..'
I [I: CLEHF:' I t lG HOUSE
TO : (LE'='~ !lo,JG HOI-1SE
~-' :':\;,.\F<Y
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TEL I~CI: 800-87~'-3E.~'2
VOWME 20
RAVEN PRESS
r::2":1 F"C'':
1;.S:?,02-:'~
C~: 44j;.t1 t:~.;= ~.::~'~.t;
IIi:ALIH SCI:I:C:U.
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NUMBER 6 I
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1~(),11(:r. il.t:, fNJlf<I'l(,1 ,nr.\o' h,: Ilr tllI',."l\' rl
" CllPYflllht Il'l"'" n ille 1'J U.S (,;,,,1,:;
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FROM lUW RSS
20 I D: CLEHR IIIG HI]IEE
1;~3,"2-:'''
0'31 ...<;:0::." A04e ~. 23... ~s
L,'I/,."..III, J.o,,,~-'~', 197Q
R/l'f,n "III"~, Nt.... Y(lr~
rEL t to : ~'OO-87 2- 3282
TO
I CLE~R I r...:Q ......: L'SE
Fluorescent Lighting and Epilepsy
C. fl. Rinnic, R. A. de Korte, and T. Wismnn
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IlUtUIlIt! \'(1/1' f;pi".t}:.jcl'~'H'iJd/l!r:, ",.rlll.\t,',h }hr !\'rtl,(.r/rJ//J,f
SUIIIUla..y: nll(lte~c:cnl tuue!l flash 31 twice the 1ll111ns frc'lJucnC)' (JOQ IIz ill
t.:urorcl. \Vhh K1:inE:, .~O-Hr. brjllhLu~Si modulMicm Appel'll". ^ ,urv~y of lub!.')
useel in olll illslilute 'howe.d th", 42% c,hlbiled ~righllle" mO~UIQlion I!r '" n
.IeJ>lh of 'Q'r. or ''''''.';,>Mlly 30~. 'J'he, .ff,'c" ()f fluorlsrenl liM"I,n~ on Ihe
EEGo of 211 PbtlCIllS whh I'hVi,',e,,,;ti,' epilepsy h;", hocn 1I11rlir.d. ]n 1111
Jlmlem did the IOO.H:r. nicker or nDrmall)' functioning tu'tlu elicit plilo).)'smltJ
.e.lvlty. III R c,f B ,ohjet:IK ~.Il.ltive to SU Ill. IPS r."",y,mal ~..ch",~"' were
c"okr.d h)' .~<1.H7. brl~htne'~ modultllionl hUI onl)' al modlllk1ion d~Plhf. ~r .,n~~
(II lIlClI'C'. II is (,Qncll1dcd thut bS p:\roAYeinlito! a.,;,l\.lt)' could n(.\\ he ~lieit~d by
normltlly run,O('l1in~ t\lh~fi nOI ftl lho3C: dC'P1h.. ~f modulation o(',"\Ittinp In
pl'i1dicc. fluCtros,"ent Il4!h1int:: Ie unlikely \0 l'ueScnr a hezurJ lu ph('lt(')~cnsi\i\lc
p)!.ur.nh;.
"
Althoullh vi."~l1y proeipitnt~Q seizure.
h~vc lo"t bocn rccoinl~cd I ehe frequency
of their (l,',CII,.,.encc hl\& on!)' ~r..etunl1y heen
Dprrec.i~1\,<I. Jcavons and I1l1rrlillB (1975), in
n serle. lll' 41>0 phot()~cn.itlvr. phlionh, c,.
tim~'nrl that Sl'rn,' 60% hhd ~u((ere,\l vi~u.
"lIy indllC.cd &eizuro5, predomInAntly In.
dueed \>)' w..lehin~ teleyi~i(ln: Indeed, In
h.1r lOr lho.o pnllent. th...c were the only
"tlock< "OI'lIrt.d, Sub.oquenl \llldl... hllvc
co"Ii",\e~ Ihue rlcure~ (RlefAllsson lOr HI..
1977; Wilkin. el .1.. 1979), Dnd Ihi. would
Jcu4J (1'\.;': tn conJicJl.".r othCH pop:;,lble envi.
lonmcntlll ~oll..ct,1 of eplleplullcnic stimu,
IAtion, (or il~t""C~, nuorelce"l lIehlin~.
A nllor"~cenl luhe connected t\.llhe mhi"s
power ~lIrflly tll~charae5 on both JlhA~eR of
lh~ .pplicd voltnic,. Ih.1 iR. at (wk. lhe
hlalnb rrcquenq' (100 Hr. In ulIrllPC, 12(1
H:. ill NMth Amcric.A). Aflc.r bllllle
thOll~H",I, cor hour> 6f lise, the "Mhe. on
Allern:.!o hAI{'eycles (If the mHin. may be o(
un'ljlt.! Inlen,iIY. producing Q briRhtne..
modlllali(lI\ &t Ihe mains frCllllenc)'.
A~ins wt>e, also exhlhil jrre~lllar inler.
mlltent nnshln~ jUM after being lurned on.
Eneh bunt con~i5t~ of one brlShl flASh
lasling .pproxlmntely 100 rnsc,c, r"llnwed
by 8 50.H~ nicker lnstinR up II' 140 nlsee.
Thli Is ensily reeollnl~cd Alld mOl' ~e,nerllll)'
he Qvoided b)' r6~1I11lr replacement, nN I.
\lllu~IJDI in bu~ine!l5 prc:mhci,
Only 4% ...r pAUent' .ensllJ\'I' 10 Inler.
",iUenl photic .li'lIulntion lIrS) n;~pl,nd 10
rroquel/oi.. ab,we 65 Hz (~e.von. Alld
Harding, 11/75). Photo$~nsltivjl\' to IPS at
100 Hz does n(lt &ppe~r to I..v, been re-
DOflOO, [met on. n1&Y there(or~ jlredict that
the IOO,H1. flicker t1fnllClrm.lly fll"cllonlllll
nuorMeont tubc will h~ve llll .~i1el'lnlJcnie
~rrt"l.
^1'I',..>xin,atol\' 45% "r JI'S.cens:tivu 1'"
UC~,lfllli'fv(l ^UflUIU Ill, ,"'.,.",
Key WUI~1" rlm/rm'IIJ/,,," tpll('f/.T,\ -EE(;-.FI"olt,;~'''1I Urhri/f"
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C. {J. flINNIP. ET AI..
(icm, exhibil )lD/'u,'r.<m,,1 D~livity In r~.
'POII,C to flicker Fll SO Hz. 'j'he PhY'iologj.
eM efrocl of .n ~lnpli[IJc1c'nIOJulnrCd truin
ortlA.he, lives nor "PPC_r to he knOwn. but
/( i. rCASOllrl~le '0 expeel th"1 Ihe ,10-I!z
Oh:ker o( 011 aRin&; rUbe could haYe an
"piJeptO~clllc effect in Pll!rt'nts scnsitlYe to
IrS ..t HUH t)-cquen.;y.
lrre&tlJ~r SlOw fliCker. lU, Whell It flUf.)l'e~.
cellI tUOt grouh' m....,fullCllons. d'o~~ Ilvt
generDlty elicll )lO, ('XY.'"I"J ucl!vity in
pholosen.il;"c "'hjocll, ~nd Ille "',OciAred
.~O.Hz llicker riocs /lOt cellcr~lIy IFt.1 Jonr.cr
rhan a few cl'ele.. 6Cl tv Jol() mlee, MO h
thu~ 100 hrief to I:>e epikPIOBellic for' mo,s'
Pholosen.'ilive pKlicnts.
Wc thercfor. ill" estigated ',nly the cf.
fCClB u[ fJuo/esc~1l! lighl/Il~ whcn Working
norlnally or "'ith 50'U7 brillhln(o~. modulo.
tion.
wn, corned oUI In " d.rkeneJ room ul a
(lisr"nce of J In. If 110 etTe':l WR~ observed.
brighlne,. mndulation "'as grndul\lIy Intro.
duced and inerea.cd un IiI psrOXlo'.mal Rc.
tl"lty was elicited 01' " n"llfu/atmll deplh ')[
JOO'-" had becII suained. The a"cl"~e Jurn/.
nMOO of Ihe Ouvre'cem tUlil wn, BO.uno
CU/m1
I
Pf{cUMINARY SllR.VHY
To ..5e.. brill/lines., mOdlllalloll of
Ilt/orescell! tubes in pr"Clicc, a Sliney WIlS
~ar';cd our In 0 ward ;;nd III " s"eltered
work,hU)l. Tile li~hl in1eo,i,y wa. 'cgil.
I~J'~rl by " jll,olndiad. cr'onecle" 10" I'oiy.
Cl'aph.
ForlY'lwo !'ereen, af (,. lub.~ cxamilled
.ShOWed 50'Hz brIChlne,I'moaul_lioo; Ihe
,te~(h WMS e:ellcrally tllss IIlnll 20%, but W33
bel""'.n 2Mb and 30% in lhrec insla/lce~,
neSU/t,
No !'.tion! "'.S 1~II~itive 10 Ihc nOrmally
runctionine fluorescenl 1ighriol, ana no
~IJbjecllnsensili"e In 50-Hz IPS reacleu tn
h"iehrnoss mndul~lion. Sen~jlivity 10 SO'I1~
briChlncss modul~tion W", exhibited by 8 0[
the JJ sUhjects ~cn"tive 10 50-Hz IPS, The
minimum /nodulation <to!'th efle.ilin.
paroXysm;.1 KCriv;ry WD!:I 50% in J ,ubject
and 70% Or more in Ihe rem~inJn8 7 rub..
ject..
DISCUSSION
'rho' re".1lS ~OPPOrt (h~ prc</ic!ion nn
lheorelicnlllround, that Ibe. IOO-lit nickel'
or a nOrmally functioning l1uorC!iC'em lub~
would nOI he epl/cNOACIl;c. 50.Hz hrli:ht.
neq l(JOdl"<<tio~ call indee(/ induc.
l'arO~Y.mal .cliviry in .Iomc or (hose po.
!icnr~ who Are sensilive 10 'O.Hz IPS.
HOwever, Ihe re~uir'~d mQdu/RCion deplh '"
50% or mOre Wa. lie Vcr [OUud under norm.,
operatlo"./ <nlldiliona Ind, inCldentalllo',
("om a Icchniea! slandpoint WMS eXlrcmoly
d1tneu/l '0 achieve. It therc'for. Appears
unlikely lh~( 50.Hz modUloliun Irom Iging
nUorosccnr rUhcs preScnl' . hOlard 10
phoro.cnSilive PAllenls.
C'.IN/CAL 1NVrzSTlOA'/'ION
Melhod.
'flVc'my P.'liellr. (l J femol",. 7 "",,~,)
fOll/ll1 10 he phOt05cII,litivo 011 routine cHIli.
C.I J:F.G inVc~lillnlion. wc," le'led fur Son.
~iliv;,y 10 Ill/orOSC"'1l fUhcs. 'fhe mean ~Ile
"'KI 18.9 yeOI ~ (SI) 7.6), if'S SensitivilY \\'n.
hSMOlsCl' using Ihe I'roCedllre dc~<:rlhC(' t>y
Wilkin, 01 of. (J~79): the J~eoll phOI05en.
,jlivlly /'hnAC U/~. 111.3 Hl. (SI) 11.4).
A fluore""cnl Unil wo., COllslruc/cd" ilh a
ditfu'l/Ig plQ~fic COVer: it Conlninod Iwn "01
I"lo~s WII/I DU)l/Slnh,. brightna<s fIlOdlllo.
lion, Sll",ul~l'(", wi", llullrO$c~II' HRh/ing
,\CKNOWLJ]DOMllNT
This lfudy wo. SUpporte.;! uy A arlllll from
fhe }'und, voor epilC/lIiebe.rrl.ld/nl1, d~
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IlcFERI.lNC!iS
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JEFFERSON cou~,r(
DEPAFT~"r;ENT ()F PUSj_.~:C V'hJRK.S
1820 Jofferson St:-nel
ponT TOW'JSFND 'NA, 9t<:>Go
(206) 385-9160
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 1220
PORT TOWNSEND, WASHINGTON 98368
Phone 385.3505
TO
Ho13ILE Lo'-IC-) INc..
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'500- 957
REQuISITIONED BY
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MOBILE LOGIC, INC.
3362.A State Highway 20
PORT TOWNSEND, WA 98368
TO
(206) 385.3509
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APR 11 1991
JEFFERSON COUN
PUBLIC WORK~ .....
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JEFFERSOl\: COllNn'
DEPARTMENT OF PUBLIC WORKS
P.O. Box J 220
PORT TOWNSEND. WASHII-;GTON 98368
Phone 385.9160
TO
Jl:.FF to nPT OF R"SL1C, lUK.$
(JIAPL-oC.':: SI-+Ct'>)
600-957 5.37.t..1
REQUISITIONED BY
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sl1,pp,ng papers and pa:lo.agt.>s.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O, 80x 1220
Port Townsend. WA 98368
(206) 385.9160
Gary A. Rowe. P.E.. Director
Robert G. Nesbitt. P.E.. County Engineer
TO:
MEMORANDUM
FROM:
DATE:
Frank Gifford
Earl Wells tft!/
March 29. 1991
SUBJECT:
Estimates on Recycle Loading Dock Excavation Work
Remove material along loading dock at recycle building. Approx. 8'
wide. Depositing material nearby.
Scraper
Operator
Loader
S50.00 @ hr. for 4 hrs.
S19.00 ~ hr. for 5 hrs.
S30.00 @ hr. for 1 hr.
S200.00
95.00
30.00
Approx, Total
S325.00
Placing material and compacting behind new wall.
Loader
Wacker Packer
2 Men
S30.00 ~ hr. for 1 hr.
S15.00 ~ hr. for 2 hrs.
S19.00 ~ hr. for 4 hrs.
S 30.00
30.00
76.00
Approx. Total S136.00
To Remove all material in the area, including hauling it away and
landscaping.
Loader S30.00 (aI hr. for B hrs. S240.00
2 Trucks S16.00 (aI hr. for 10 hrs. 320.00
Grader S40.00 (aI hr. for 2 hrs. 80.00
1 Operator S19.00 (aI hr. for B hrs. 152.00
1 Operator S20.00 /il' hr. for 2 hrs. 40.00
2 Operators S19.00 (aI hr. for 10 hrs. 380.00
Crushed Rock S7.00 "" yd. 10 yds. -20.00
Approx. Total $l,2B2.00
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
PORT TOWNSEND. WA 98368
(206) 385-9160
SUBJECT:--.l\PPITlO~"'( -E.su,utrE....tW-RECYcl_t!d.-DAD/l.>G. DGC<c xu. v..WKDATE: _.3-A1'~ 'r.. -_qL__
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SIGNED
Il&m "F72 QtaV/ltC, P.O, Do. 2944, Hartford, CT 06104-2044
C WhoolOf Group, Inc., 1082
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DEPARTMENT OF PUBLIC WORKS
P,O. Box 1220
PORT TOWNSEND, WASHINGTON 98368
Phone 385-9160
TO
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CONCRETE PUMPING
FLAT WORK - FOUNDATIONS - SLAB SAWING - CORE DRILLING
150 Mlllor Road Sequlm, Washington 98382
P.O. Box 1570 Ph. (206) 683-7070
NameJ)/~""?~---.A.-J (]--~~ DdJ77Et<.d~~/-:? /'19/
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CONCRETE PUMPING
I FLAT WORK - FOUNDATIONS - SLAB SAWING - CORE DRILLING
150 Miller Road Soqulm. Washington 98382
P.O. Box 1570 Ph. (206) 683-7070
I' N.m~~4"'''''","-, a....~, Date/'7?4.",#./~/..? M7/
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150 Miller Road
P.O. Box 1570
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Ph. (206) 683-7070
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 1220
PORT TOWNSEND, WASHINGTON 98368
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Phone 385-9160
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1820 Jefferson Street
PO Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A Rowe, PE. Director
Robert G. Nesbitt, P.E.. County Engineer
MEMORANDUM
TO:
Frank Gifford
Earl Wells tjifI
FROM:
DATE:
March 29. 1991
SUBJECT: Estimates on Recycle Loading Dock Excavation Work
Remove material along loading dock at recycle bUilding. Approx. 8'
wide. Depositing material nearby.
Scraper
Operator
Loader
S50.00 @ hr. for 4 hrs.
S19.00 ~ hr. for 5 hrs.
S30.00 ~ hr. for 1 hr.
S200.00
95.00
30.00
Approx. Total
S325.00
Placing material and compacting behind new wall.
Loader 630.00 ,0) hr. for 1 hr. S 30.00
Wacker Packer 615.00 (0) hr. for 2 hrs. 30.00
2 Men 619.00 ,OJ hr. for 4 hrs. _1!i...,.Q..Q
Approx. Total $136.00
To Remove all material in the area, including hauling it away and
landscaping.
Loader S30.DO (c1l hr. for 8 hrs. S240.00
2 Trucks S16.00 (OJ hr. for 10 hrs. 320.00
Grader 640.00 riiJ hr. for 2 hrs. BO.OO
1 Operator 619.00 ,ill hr. for B hrs. 152.00
1 Operator S20.00 I'" hr. for 2 hrs. 40.00
2 Operators 619.00 (ill hr. for 10 hrs. 380.00
Crushed Rock 67.00 10.1 yd. 10 yds. __7..0-,-12.9
Approx. Total Sl,282.00
100"1" R()cyr:lnd Pilpnr
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PLEASE REPLY TO _
SIGNED
REPLY
110m" F72 Grnvnrc, P.O. DQ~ 2044, Hllrllotcl, CT 00104.2044
C Whnotflf Group, Inc., 1962
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8877
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(206) 385.9160
MEMORANDUM
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Gary A. Rowe. P.E.. Director
Robert G. Nesbitt. P.E.. County Engineer
TO:
~Frank Gifford. Facilities Manager
Earl Wells, Operations Manager
FROM:
DATE:
May 13,1991
SUBJECT: Increase in Estimate for SW0974
Due to a 30" stump cut low at ground level under the corner of the
recycle building, which was not part of our original cost, it will
be necessary to add a small amount to this job. Backhoe work is
now involved.
1.
Remove stump and cut off roots below grade level under the
corner of recycle building:
Equipment Rental
Labor
Total
S125.00
152,00
$277:00
100% RocYClod Pnpor
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O, Box 1220
Port Townsend, WA 9836B
(206) 385.9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E., County Engineer
8 March,1991
Cliff Breham
P.O. Box 1570
Sequim, WA 9B382
U1A>CFI(.L. ((.o14P''-U; fjI.... r)
I have made some changes to the drawings contrary to our conversation of tuesday 6 March 1991.
Please note the specific reinforcement requirements: welded wire Is to be #6, the rebar is
specified as #4, and field bending of rebar will be acceptable. A permit will be requ8ired for this
work and inspections by the building department (Mike Ajax's office) will be required.
There will be a requirement to Install impeds for ramp bumpers which are not presently detailed,
The steel roof support colum will be re-installed by others but it will be part of this job to provide
temporary roof support and remove the existing colum. Repair damaged corner of existing
loading dock and extend new section of loading dock from existing.
Site grading, backfill and compaction will be by others,
I would appreciate your quote by Friday 15 March 1991.
Should you have any comments or concerns please call our office.
Sincerely,
'~Hall
Project Inspector
100"/1' R('cyclC"c1 r\1[1f'r
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C3
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
PORT TOWNSEND, WA 98368
(206) 385-9160
DATE __..../~~/--9/
TO ~ ).!4d~
~-~-~~
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ttwn" F380 OmYIlfC, P.O. 00. 20~~, HIlrtford, CT OftIO~.2044
o WhoeIor Group, m., 1982
FClId Al f -, To Fit Chy.rc 2NttNI ~ " EWDDW
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10:51
WASTE MANAGEMENT GRANTS
002
_____~"""""J:.::.t~.i.~_~_.
Comments/questions on the conveyor pit plsns and- specifications:
1.
Per item B. a! the Special Terms and- Cond-itions. the Dspartment requires
all plans and specifications be stamped by a licensed- professional
engineer. This is to assure that ths construction complies wiCh all
federal, state, and local requirements. In ad-dition, this requirement
assures the Depsrtment that a qualified- individual, familiar with
construction and contracting pracclceB and .tandards. haQ ~ound the
plans and Bpecifications aufflclent In content to 8erve 4S contract
documents.
2.
In thle instance, the planQ _nd .peclficatlons are very .m1nlmal~. noe
really ~eveloped to the level of det.Ril ~ypir.Rlly ~ssociared wirh
construction contract drawings. Therefore, wa must require that the
plans and specifications to be reviewed and atamped by a professional
engineer. It would seem appropriate for either the Director of Public
Worka or the CounLy Engineer to review and stamp thia county project.
BtX>04 p..S,' @ 6 t SAc..1C....
fDo
What strength concrete is intended?
3.
What grade of Gee.l re1rtforcement 1. Int.~ded?
4.
I I!'&. H'f'
The cotltinuoue curb angle is designated as 3" x 3" x 4". Should this
read 3" x 3" X 1/4"? Also, need to <lesignate slEe and spaclng of ')
..nchors to secure ..ngle to concrete. 'fLu)<. ~', ':J ^ 130(.."<' ("'6l.._") I! ~I'>~
1"- DoC. , (<-P
Rogerding the dr..in: VV~
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a,
b.
Pipe mllcerial? :Sl:/-I 40 f'~c -!-"
Route co druin field and drain field location?
61"e of drain field and drain !ield construction? '"
Will drain field construction be part of contract?
Will th..re be any cl....".ouL c..p..bilities? Ves (1)
c.
d.
e.
7.
IJhAt i" the elevation or Lhe top of the concreCo apron with respecC to
Lh.. r..cycling facUity floor? :9' 3"
Shouldn't the concrete apron ..lope away from tho pic? ~'r.slZ.. FT.
Thickened slab 1.1'1 piL neede to be 10caucS cSimonsionally. - A~ Reau1flfiD 13'1'
6&UlPM5)JT
6.
B.
9,
Will power for the conveyor be needed in the pit?
No
r'.:~
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Will the conscruccion concrac~ Include the construction of the opening
through the existing bUilding? If yes, this work needs to be defined.
6~ "
n\e conetruction of the pic needs to comply with Chapter 296-155 WAC, I~l~~ n ~,
Pert N, Excavation. Trenching, and Shoring. This section spells out ~ ~ ~t~~
asfety requirement. for trencl'Gs and excavations which exceed'four fee~.I ~~. J
Would it be pruden~ cO wail. ..ncil the feed conveyor and hopper are (j
selected, to allow fOr the incorporation ot any specific installatlon
requirements to the conet-rucUun. (:E?E" 1"a<~ NCf'e -# l3) Yes
113/11.'91
113:52
"
Page Two
10. It appears in the Partial South
the foundation of the building,
modifications be required? f'J"
.11.
12.
13.
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WASTE MANRGEMENT GRANTS
003
~o
Elevatlon that excavation vill oc~t
Will chis impact the foundation? Will
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O, Box 1220
Port Townsend. WA 98368
(206) 385-9169
Gary A. Rowe. P.E., Director
Robert G. Nesbitt, P.E., County Engineer
~IEMORANDUM
TO:
Frank Gifford
Jeff Frettingham~
March 30, 1992
Recyc1ing Faci1ities project
FROM:
DATE:
SUBJ:
We have completed the bid process for purchasing and installing the
conveyor system which is the final stage in project SW0791
Recycling Facilities Expansion.
Part of the installation involves excavation for the pit and
pouring concrete for the pit itself.
Excavation is by Public Works Department and concrete work is by
Sukert Construction. REM of Spokane is the prime contractor for
the conveyor system.
Frank Hall was very helpful in developing the plans and specs for
the pit and the conveyor layout.
I am coordinating the project but could use Frank's help with
inspection of the pit and the electrical work.
We hope to have a contract signed with REM by mid-April and they
have 75 days to complete their end. Only 4 or 5 days are actually
needed for installation after all the components are on site.
I anticipate the pit work to be done around May 1 and this will
take 3 or 4 days and then a 10 day cure time before backfilling.
Electrical connections could be made during installation, expected
to be the end of June.
Any help Frank could give me would be appreciated.
Please let me have your comments.
100% Recycled Paper
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1 820 Jeflerson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 3B5.9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E.. County Engineer
MEMORANDUM
TO: Jeff Frettingham
ii
FROM:
DATE:
REF:
SUBJ:
Frank Hall
April 1 , 1992
Recycling Facilities Project
Inspection Assistance
I would be happy to assist you with your inspections for the pit and electrical
work for the Recycing Facilities Conveyor System. It is very important that you
realize that there may be time constraints due to other projects starting up early
In May. Specifically the courthouse roofing project is expected to start on May
4,1992 and will be very demanding upon my time.
It is estimated that I could provide a limited amount of time (12 to 16 hours), not
to exceed 2 hours per day, In assisting you with your inspections. Please let me
know if this Is a workable situation for you.
If this is satisfactory with you please make arrangements with me for detailed
coordination of the work that you specifically need assistance with.
Why don't we set up a time to discuss this work.
y
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MEMORANDUM
~
TO: Frank Hall
FROM: Jeff Frettingham~
DATE: November 4, 1991
I RECETVIED I
" I
NOV 0 5 1991
JEFFERSON COUNTY
PUBLIC WORKS DEPT.
SUBJ. Heating-Recycle Center.
Please update the estimate for placing heaters over the proposed
sorting line at the recycle center.
We have reviewed the agreement with puget power re: cost of
installing the three phase power and believe we would be advised to
use electric heaters in the project rather than propane.
Gary Rowe has said he will consider authorizing the project after we
get some hard numbers for heaters and operating costs.
On another matter.
Can you tell me what the status is of the loading dock addition.
Apparently the drainage pipe has not been installed in the slab and
the trench is presenting problems for vehicular traffic as well as
retaining stormwater.
Thank you for your attention to these items.
Let me know if I can be of any help.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jetlerson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E., County Engineer
0-
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MAR 0 7 7991
JEFFERSO
PUB! 1(" IMn~f9UI\'
Byran Swigart
puget Power
P.O. Box 555
Port Townsend, WA 98368
Dear Byran
Jefferson County is upgrading and expanding the Recycle Center at
our landfill off Jacob Miller Road. We also are upgrading and
changing the landfill.
We will be building a transfer station before construction of the
new landfill which will starts in the Spring of 1990.
The upgrading of the Recycle Center will start in July 1989. We
are adding 3600 square feet to the present building and purchasing
new equipment. All of the new equipment will have 3 pH motors and
we will be adding infrared heat at work stations.
The new building will have an office with electric heat.
The following is a list of the motor size and approximate use:
RECYCLE CENTER
Equipment
New Baler
Conveyors
Can Blower
Can Crusher
Shredder
Paper Fluffer
Size Motor
40 H.P.
5 H.p.
7 1/2 H.P.
7 1/2 H.P,
15 ILl',
15 H.P.
Use
30 hrs./wk.
30 hrs./wk,
20 hrs./wk.
20 hrs./wk.
20 hrs./wk.
15 'hrs ,/wk. Ie-AI
Pll'/' 1{1J'~"
'3 tLlJLj '11s'1
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New Building - 3600 Square Feet
Lights for building
Heat for Office
Infrared Heat at work stations
2I<W
2 KW
3 I<W'"
New Transfer Station
Garbage Baler
Conveyor
2-100 H.P,
2-20 H.P.
24 hrs./wk.
24 hrs. /wl{.
100%1 Hccyclod Pnper
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There also will be additional equipment using 3 pH motors when the
new lined landfill cell is constructed in 1990. We will have
aerators and pumps to operate the leachate ponds.
If you need any further information, please feel free to contact me
at any time.
Sincerely,
ft:f~~
Robert G. Nesbitt. P.E.
County Engineer
cc: John Klautz
puget Power
310 Four Corners Rd,
Port Townsend, WA 98368
cc: SOL 06.20
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June 15, 1989
Mr. Robert G. Nesbitt, P.E.
Jefferson County Dept. of Public Works
Post Office Box 1220
Port Townsend, WA 98368-1220
SUBJECT:
RECYCLE CENTER EXPANSION
Dear Mr. Nesbitt,
This is to acknowledge receipt and thank you for your letter of
May 16, 1989 in which you outlined the new load that you anti-
cipate adding to the recycle center. It is my understanding
that construction will begin in July 1989 with service by mid
September 1989.
Currently there is only single phase power serving your facility.
It will be necessary to reconstruct our single phase line to
three phase along the Jacob-Miller Road for your facility. It
is estimated that it will take approximately two and one half
~onths for puget to complete the necessary work in order to
provide three phase power to your facility. This time is nec-
essary in order to engineer the job and to construct it in a
manner that will not create outages for all of the existing
customers served from the single phase line along the Jacob-Miller
Road. This means that construction and upgrade of the overhead
el~ctrical facilities will occur while the line is fully energized.
Due to the number and size of the various motors it will be
necessary for your electrical engineer and electrical contractor
to design and install reduced voltage starting on all motors
20 H.P. and larger. In addition, your contractor and engineer
should contact our Service Center relative to the requirements
for metering and secondary service to our primary facilities. It
will be the contractors responsibility to provide underground
secondary service to our overhead facilities including the
facilities up the pole. puget will supply 277/480 volt three
phase power as you have requested. It is my understanding that
the present electrical service to your existing building will be
converted over and served from the new facilities that are to be
iristalled. Your contractor Sllould consider the ,voltage and load
presently supplied to your existing facilities in the service
calculations as well as the service voltage required. For further
informatioll relative to actual service details pleDse feel free to
contact Joo Hempe at our Sorvice Celltor at 305-4~52.
/""
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The Energy Starts /-fere
Pugol Sound Power & Ughl Cornpony 120n Wolcr Slrcel PO Box 555
, "'''''\,!'!nr._.\L'lO,1, r,. J_f I,~ r:~_n~ !",1.,}tO/l" r.,r.,~.r._J!.'1:l. r;: \11 '770'l
Pori Townsond, WA 00360
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PAGE 2
The total estimated cost of this project is $49.636.00 of which
Puget will contribute $42.624.00 leaving a remaining balance
for a County contrib.ution to this project in the amount of
$8.683.00. Puget's contribution is based on the total load
outlined in your May 1989 letter being phased in over six months
from September 1989. Should the load not be installed as out-
lined, then the County will be responsible for an additional
share of the total project cost. If this proposal meets with
your acceptance please submit a Letter of Authorization to the
undersigned. authorizing Puget to proceed with construction and
the County accepting the responsibility for $8,683.00 towards
the cost of the project. Upon receipt we will release this job
for construction and when construction is completed we will
invoice the County for your portion of the project cost in
the amount of $8,683.00.
Should you have any further questions relative to this proposal
or if we can be of any further assistance in the regard, please
do not hesitate to contact the undersigned or Joe Rempe at our
Service Center at 385-4352.
Y~ou~r'::~~UlY' . -I
~7) ~Clr
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F. Bf.ron Swi art
District Manager
cc:
Gary Gowe
John Klontz
Joe Rempe
file
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O, Box 1220
Port Townsend, WA 9836B
(206) 385.9160
Gary A. Rowe, P,E., Director
Robert G. Nesbitt, P.E.. County Engineer
July 24, J.989
F. Byron Swigart
puget Sound Power & Light Co.
1208 Water Street
Port Townsend, Wa 98368
Dear Byron:
Jefferson County has agreed to all the terms stated in your letter
dated June J.5, J.989.
Jefferson County wishes you to proceed with the design and
construction of the three phase power line to serve the equipment
at our Landfill and Recycle Center.
If you need any additional information please feel free to contact
me at any time,
Sincerely,
~~
Robert G. Nesbitt P.E.
County Engineer
xc:Sol 02.J.0
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jetlerson Street
PO. Box 1220
Port Townsend. WA 98368
(206) 385.9160
Gary A Rm'Ve, PE-. Olfector
Robert G. Nesblrt. PE. County EngIneer
Alt'n: George
Radiant Optics. Inc.
636 South Edmunds St.
Seattle. WA 98108
Jan. 29. 1993
Ref: Jefferson County Recycle Center
Subj: Sorting Line Conveyor Heating
We are here-by transmitting for your use one of the variable controllers which have been
used on the radiant heaters at our recycling center conveyors.
Please return the controller to me when you have finished your analysis as to wheather
the controller had any impact upon the problems with the radient heaters furnished by
your finn.
Sincerely.
d1L~
Frank Hall
Project Manager,
Jefferson County Dept of Public Works
c.c: Prime Services & Supply
file
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P.O: Box 173
PORT TOWNSEND. WA 98368
2156
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TERMS
DUE UPON RECEIPT
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MATERIAL
PRICE AMOUNT
DESCRIPTION OF WORK
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OTHER CHARGES
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 1220
PORT TOWNSEND, WASHINGTON 98368
Phone (206) 385.9160
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SHIPPER TRACER RESPONSE
LDI NOTIFICATION
January 22, 1993
( PUBLIC
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A 98368
JAM 25 1993
JEFFEfI~.'?..N CUll
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n properly complete delivery of your shipment to RADIANT OPTIC. To allow us
Jr claim for this damaged package, please complete and forward the following
ge is identified by SHIPPER NUMBER 941X27, and by CU\IM (LDI) NUMBER
need to contact us, please have these numbers available for reference so we
Idle your inquiry. You may contact us by telephone at (206) 764.7248.
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An.,: GE""r.& PACKAGE SENT TO:
RAf:1IAL1'"T t'JPTIC.r. 'a''-
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\TTACH A copy.
QUANTITY and DESCRIPTION of ITEMS:
'h~~ 1"le()AP~C1 1Ft r-~"'Plt'
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COST:
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SHiPPING CHARGES: 3 (,f;
I am billing United Parcel Service for this total amount: r.4/l ,,~
THE INFORMATION PROVID';P IS TRy A.~D,cORRECT TO THE BEST OF MY KNOWLEDGE.
SIGNED: :f/-'....""L .x4.1,4 DATE: 4~ /IJ;'
PLEASE ';IL ~o: UNITED PARCEL SERVICE /
Delivery Information PI".::l~-e i~cludc a copy
P.O. BOX 80666 of '" , t
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~~~~ KIRKLAND, WASH 9SOO'3 ~
No. / I J 7Cjz..
INVOICE DATE
tf2r /7 /'19Z-
CUSTOMER'S
ORDER NO. /08/(;
SHIPPED VIA
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RADIANT OPTICS, INC.
636 S. EDMUNDS STREET
SEATTLE, WASHINGTON 98108
(206) 223-9326 (FAX) 223-9328
COMMERCIAL ELECTRIC INFRA-RED PRECISION SPOT HEATERS
Installation, Operation and
Maintenance Instructions
IMPORTANT INSTRUCTIONS
When using electrical appliances, basic precautions should always be followed to reduce
the risk of fire, electric shock, and injury to persons. including the following:
D Read all instructions before using heater.
D This heater is hot when in use. To avoid
surface burns, do not let bare skin touch
hot surfaces. Keep combustible materials.
such as furniture, pillows, bedding.
papers, clothes, and curtains at least
5-1/2 feet from the front of the heater and
keep them away from the sides and rear.
D Extreme caution is necessary when any
heater is used by or near children or
invalids and whenever the heater is left
operating and unattended.
D Do not operate any heater after it mal-
functions. has been dropped or damaged
in any matter. Return heater to authorized
service facility for examination. electrical
or mechanical adjustment, or repair.
D Use heater only as described in this
manual. Any other use not recommended
by the manufacturer may cause fire, elec-
tric shock, or personal injury.
D WARNING: Risk of fire relating to use with
or near combustible materials. Not sui-
table for residential or household use.
D Do not use outdoors.
D Heater must be installed according to
NEe and all local electric codes.
D Do not insert or allow foreign objects to
enter any ventilation or exhaust opening
as this may cause an electric shock or fire,
or damage the heater.
D To prevent a pOSSible fire. do not block air
intakes or exhaust in any manner.
D A heater has hot and arcing or sparking
parts inside. Do not use it in areas where
gasoline, paint, or flammable liquids are
used or stored.
D A fused disconnect is required for each
heater or heater circuit.
D Do not install closer than the Minimum
Clearances (page 2) to any surface.
D Do not install less than the Minimum
Mounting Height (page 2) from the floor.
D Servicing should be done only while the
heater is disconnected from the supply
circuit.
l., THIS MANUAL SHOULD BE LEFT WITH THE CONSUMER
AND SAVED FOR FUTURE REFERENCE.
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INSTALLATION
MOUNTING
THE HEATER
ELECTRICAL
CONNECTIONS
MOUNTING
DETAIL
Pogo 2
Prior to Installing your Radiant Optics Spot heater, the following should be reviewed and adhered to. Compliance with the
following will yield satisfactory heater operation and minimize equipment costs.
1. Heaters to be Installed in accordance with National Electric Code ANSVNFPA NO.70. lalest edition, and alllocaJ codes,
2. Controls for Radiant Optics Heaters are the responsibility of tho user and musl COr.1plY wrth all applicable building and
electrical codes.
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1. Mount the heater according to the following installation instructions and assure that the MINIMUM DISTANCE TO
COMBUSTIBLES is maintained (see Minimum
Clearances to Combustibles chart and Mounting
Detail below).
2. Adjust the heater to obtain 8 mounting angle between
horizontal and 45 degrees. See Mounting Detail.
3. The heater may be mounted three drtferent ways:
a) Suspended from a user supplied 100lb. chain set X5C-030
with S-hooks from the heater's four corners.
b) Hung directly from the electrical conduit.
c) Mounted on T-bars in a dropped ceiling with the
Dropped Ceiling Mount kit (see parts list).
4. Mount the heaters wrth linear lenses, COM.XSL such XSL-OSO
that the longe side of the heater is parallel with the
aisle into which the heat is to be concentrated,
MINIMUM DISTANCE TO COMBUSTIBLES
MODEL ANGLE SIDE FRONT BACK TOP BELOW
XsC-llls 0' 9' 9' 9' 6' 48'
0'-45' 9' 30' 9' 6' 48'
0' 15' 6' 6' 6' 48'
0'-45' 15' 32' 6' 6' 48'
0' lB' 1B' 1B' 9' 66'
0'-45' lB' 41' lB' 9' 66'
0' 30' 9' 9' 9' 66'
0'-45' 30' 45' 9' 9' 66'
0' 30' 30' 30' 12' 96'
0'-45' 30' 59' 30' 12' 96'
O' 48' 15' '5' 12' 96'
0'-45' 48' 66' '5' 12' 96'
MINIMUM MOUNTING HEIGHT
COM-ll1s ->72'/1 COM-ll30 .>72'/1 COM-llSO .>96'
XsL-llls
XsL-ll30
xsc-OSO
All wiring must be In accordance with the National and Local Electrical Codes and the heater housing must be property
grounded. Use AWG 10 conductors suitable for 90 DC tor field connections in junction box. Models with -.- next to the
amp rating may use AWG 14 conductors when Installed on a 15 amp circurt branch.
" Install a fused disconnect tor each hester or series
of heaters, as Indicated In the heater's wiring
schematics located on pages 3 and 4. In no case
exceed 40 amps.
2, Connect the service to the heater with properly
sized conductors inside a conduit or flex line. Pull 8
grounding wire and attach to the connector box
frame.
3. Conncct the conductors to the numbered wire as
per the heater's wiring schematic,
4. Supply heater control equipment as required by
customer.
CAUTION:Be sure to turn off electricity
at the disconnect before wiring.
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ELECTRIC CONFIGURATION AND POWER
AU options inlended for alternating curront only.
MODEL Watts Option Volts Phase Wire Amps Circuits
COMls 1500 1 120' 2 "2.5 1
c1500 2 208' 2 '7,7 1
0::01.130 3000' 120' 2 25.0 1
2600 2 208' 2 '12,5 1
3000 3 240' 2 '12.5 1
2900 4 277 1 2 '10,5 ,
2550 6 346 1 2 '7.4 ,
COMSO c4600 2 208 3 3 22,2 1
L5000 2 208' 2 24,0 1
5000 3 240 1 2 20,8 1
4300 6 346 1 2 "2.4 1
5000 5 480 1 2 "0.4 1
C- Cilcular p.anem h..I.., only L.LI,..., pall.m !\e.t.,.. only
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CU>VI"-NC(
Copyright 1991 by Rodlont Opllcs, Inc. . Pub # RO.COM.MNlJoao191
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MAINTENANCE
AND STORAGE
Maintenance should onty be performed with the hoater disconnected from the power suppty circuit.
1. To obtain the maximum performance from your hoater, we reccomend the foltwing be done at least onca 8 year:
a) With an air hose regulated to 30 psi, blow off any dust and dirt from in front of the healer that has accumulated on
the reflective surfaces of the heater and reflective lena.
b) Blow off any accumulated dirt on the ....ent halos of the heater.
2. Any other servicing should be performed by the manufacturer or an authorized r.ervice representative.
3. When storing the heater, use the original packing. Keep In a dry. dust.free place and be sure the lenS-8550mb". is
protected from any possible damage,
All replacement parts (see list below) must be obtained from the manufacturer at 636 South Edmunds Street. Seattle WA
PARTS AND 98108. No parts other than those specified below should be used on the appliance. Please spe<::rty healer model number
ACCESSORIES when ordering.
LIST
GENERAL PARTS
. 1-Electrical Box
.2.Lid
.3-Lid Frame
.4-Head Bracket (COM.X5C)
.5-Ceramic Block
.6.Corner post (COM-X5C)
GENERAL PARTS
. 7-Head Fram
. a.Lens Frame
. S-Lons Slats
. 10.Lid End (COM.X5L)
. 11.H.ad End (COM.X5L)
ACCESORY PARTS
. Dropped Ceiling Mount Kit
PARTS DIAGRAM
COM-X5C
COM-X5L
I -ELECTRK:AL BOX
2-L1D
-1001
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2 -LD
10 - LD END
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3 - LID FAAME
4 - HEAD BRACKET
5 -CERAMC BLOCK
3 - LO FRN.€
6 . CORNER POST
5 - CERAMC BLOCK
n " - !-EAO END
LL 7 - HEAD FRAME
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8 - LENS FRAME
\ 8 - LENS FRAME
9 - LENS SLATS
9 - LENS SLATS -----...
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Wiring Schematics'
1. Service connections are to be made In the user supplied connocllon box.
INSTRUCTIONS 2, Fueed dieconnecta no larger than 40 omp. ore roqulrod for eoch hooter or eerlee of hootore,
3. Each heater must be grounded according to the NEe at the connection box.
4. Control Options aro the responslblUty of the user. The Following are only suggestions:
a) Include a Froeze protectIon thermostat for ftcttvatlng all healers whon Inside temperatures drop below 40 degrees F.
b) Provide 8 timer, motion detector, pressure switch or wall switch to activate 81ngle hesters or specHlc groupe of
heaters. Radlont Optics, Inc. heetorG need be on only when peoplo present require warmth 811 a specific location
(except freeze protection).
Poge 3 Copyright 1991 by RAdiant Optic., Inc. - Pub /I RO.COM.MNlJOB0191
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COM-015
Electrical
Configuration
Hoaters muot be
grounded per NEe.
COM-030
Electrical
Configuration
Heatera must be
grounded per NEe.
COM-050
Electrical
Configuration
Hoaters must be
groundod por NEC.
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HEATER WOOfL COI.l'X"'E~R'O.lO
1'''00 ....ATTS . '08 VOLTS 1
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HEATER ~ODEL COl.I'X'C-E,R-O'O
1'800 lJATTS . 20. VOL TSI
CIRCU,,^R P^lTERN ON,.Y
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RADIANT OPTICS. INC
II
S36 SOUTH EDMUNDS STREET. SEATTLE WA 98108
TELEPHONE (206) 223.9326 F/v( (206) 223.9328 '
Copyright 1991 by Radiant Optlco, Inc, . Pub # RO'COM.MNLJOOO191
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t-EATER ~El.. CClt.I'):''''E~'o,o
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
PO. Box 1220
Port Townsend, WA 9B368
(206) 385.9160
Gary A Rowe. PE.. Director
Robert G, Nesbitt. RE.. County Engineer
Att'n: George
Radiant Optics. Inc.
636 South Edmunds St.
Seattle. WA 98108
February 17. 1993
Ref: Jefferson County Recycle Center
Subj: U.P.S. - Loss & Damage Settlement
We are here-by transmitting United Parcel Service voucher # 1866953 in the amount of
$203.68. This represents their settlement for the damage suffered in shipment to the two
radiant heaters shipped to you in January 1993.
Sincerely.
~--/~
Frank Hall
Project Manager,
Jefferson County Dept of Public Works
c.c:
Prime Services & Supply
file
WOir!"! Recycleci Paper
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P.O, Box 173
PORT TOWNSEND, WA 98368
2076
(206) 385.4685
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TERMS
DUE UPON RECEIPT
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OTY. MATERIAL PRICE AMOUNT DESCRIPTION OF WORK
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........- OTHER CHARGES
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LABOR HRS. RATE AMOUNT
-- -- r ?29 ~~
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_ ' TOT AL MA TEI1IALS . TOTAL MATEI1IALS --~ oc.)
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TOTAL OTtiEI1 LZi
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.Q, Box 1220
PORT TOWNSEND, WASHINGTON 98368
TO
Phone (206) 385.9160
A-rrl); 'Ja H tJ -Purr
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ACCOUNT CODE 6'1+. :37. '" z. 51.<Jl> - 7q /
EQUlsmONEO BY
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ShOw Ihis PurChase Order Number
on all correspondence. invoices.
shipping papers and packages.
10816
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1, Please aend _ copics 01 your invoIce.
2. Order Is to bo enlerod In accordance wllh prices, dOlivery and spoclficaUons thawn abovo.
3. NOlify us immodiBlery It you aro unablo 10 ship as spocitlod.
ORIGINAL
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INVOICE ~~;g~~n_~~~~~
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"""""" PH 2.00 8232V79
~}~~~~ PRIME SERVICE & SUPPlY, INC,
r.~"~ P.O. BOX 312, '."r
~~~~ KIRKLAND, WASH 9SOO3 ~
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FOR'" NC 3872
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DEPARTMENT OF PUBLIC WORKS
P.O. Box 1220
PORT TOWNSEND, WASHINGTON 98368
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Phone (206) 385-9160
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Show this Purchase Order Number
on aU correspondence. InvOIces,
shippmg papers and packages
10834
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ACCOUNT CODE 594-.37. (,,;z.
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1. Ploase send _ copies of your invoice.
2. Order Is to be enlered In accordance with prlces, dolivory and SpecIficatiOns shown abovo.
3. Nollfy uslmmftdiBlety " you aro unablo to ship as spocllied
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FORM NC 3872
3 PART
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TO-:rOHN ?l.A.1T From ANK ALL.
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Dept. PhOnetZC€) 3B5- q 3S 3
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. WHEN USING A TYPEWRITER SET TAB STOPS AS SHOWN ON THIS STUB
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!,L!9N TYPE OIRECTl.YON THI$ LINE
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 1220
PORT TOWNSEND, WASHINGTON 98368
TO
Phone (206) 385.9160
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ACCOUNT CODE 5"'1+. :37. G. :z..
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2. Ordor II to be entered In accordanco with prices. delivery and specifications shown abovo.
3. NotlfV ullmmodlatelv If you are unable 10 shIp 81 spocllifld.
ORIGINAL
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10816
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
1'0, Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe, PE.. Director
Robert G, Nesbm. PE., County Engmeer
HEMORANDUH :
TO:
Gary Rowe
Jeff Frettingha~
september 16, 1992
FROH:
DATE:
SUBJECT: Recycle Center Heating
In 1990 and 1991, during the Recycle Center expansion project,
consideration was given to the inclusion of some form of heating
system particularly in regards to the proposed conveyor sorting line.
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The facilities group did a cost estimate on infra-red versus propane
heaters but the project was never finalized.
When the 3-phase power was installed the arrangement made with puget
Power was based on total electrical consumption over time, including
future additions, hence it has been assumed that an electrical
system, rather than propane, should be utilized.
The conveyor system is now operational at the recycle center and
questions about a heating system have been raised again,
I asked Frank Hall to revisit and update the estimate for spot
heating over the work stations on the sorting line and the Project
Budget Worksheet is attached for your review and authorization.
Please contact Frank or myself if you have any questions,
pc: Frank Hall~
Bob Nesbitt.
C)
100% Rocyclod Papor
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Prime Services & Supply
P.O. Box 312
Kirkland, W A 98083
2 October, 1992
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
Po. Box 1220
Port Townsend. WA 9836B
(206) 385.9160
Gary A. Ro'Ne, PE.. Dlfector
Robert G. NesblN. P.E.. County Enginee,
Ref: Conveyor Line Heating
Project # SW0791
Subj: Electrical Requirements
The electrical requirements for the Radiant optics Electric Heaters we ordered on
our Purchase order # 10816 are: 240 volts
1 Phase
Should you have any questions or comments please call our office.
Sincerely,
diJ-~
Frank Hall
Project Manager
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