TACOMA HOUSING AUTHORITY ITB For... · TACOMA HOUSING AUTHORITY . ... 2004 EAST 41ST 2006 EAST 41ST...

Property Management 902 South L Street • Tacoma, Washington 98405-4037

Phone 253-207-4400 • Fax 253-301-0311 • TDD 1-800-545-1833 x 249 • www.tacomahousing.org

TACOMA HOUSING AUTHORITY

INVITATION TO BID

Exterior Painting of Residential Buildings in Salishan (Sal 1 through Sal 6)

PROJECT MANUAL WA:5-TC-SAL-1-Sal 6-03-17

Issued on June 15, 2017

PROJECT MANUAL DIVISIONS The Project Manual Specification consists of Legal Documents and three basic specification divisions. Each of these is summarized as follows: BIDDING REQUIREMENTS, CONTRACT FORMS, AND BACKGROUND INFORMATION section consists of the Tacoma Housing Authority legal documents, including the bid form, bid bond (if necessary, for contracts over $25,000), proposed contract document, required insurance forms, prevailing wage rates, and other legal contractual documentation. GENERAL REQUIREMENTS section consists of the standard Tacoma Housing Authority requirements for accomplishing this project. This section describes the work, contractor workplace expectations, applicable standards, and other related items. EXHIBITS section consists of two: 1) Exhibit A: Specifications; and 2) Exhibit B: The Scope of Work and Exhibit C, Paint Technical Data and Exhibit D, list of addresses.

BIDDING REQUIREMENTS, CONTRACT FORMS

Prepared by: Tacoma Housing Authority

PROJECT MANUAL PROJECT: Exterior Painting of Residences in Salishan Located at the addresses listed below Tacoma Housing Authority OWNERS: Tacoma Housing Authority 902 South L Street Tacoma, Washington 98405 Telephone: (253) 207-4439 Facsimile: (253) 207-4465 CONTRACT COMPLIANCE: Yvonne Ginoulis Phone: (253) 207-4439 Cell: (253) 948-2940 Fax: (253) 207-4465 Email: [email protected] FACILITY MANAGER: Justin Gonzales Cell: (253) 306-2030 Fax: (253) 207-4465 Email: [email protected] PROPERTY MANAGER: Barbara Pearsall

Phone: (253) 207-4477 Cell: (253) 284-9484 Fax: (253) 471-8702 Email: [email protected]

SALISHAN 1 THROUGH 6 LIST OF ADDRESSES Below are the addresses to be painted which are listed by the area or Salishan investor.

Sal 1 Addresses 1745 E 39TH 1747 E 39TH 1705 E 42ND 1707 E 42ND 1720 E 41ST 1722 E 41ST 4202 SAL BL. 4204 SAL BL. 4232 E Q ST 4234 E Q ST 4214 E Q ST 4216 E Q ST 4136 E Q ST 4138 E Q ST 4102 E Q ST 4104 E Q ST 4016 E Q ST 4018 E Q ST

Sal 2 Addresses 3915 SAL BL 3917 SAL BL 4015 SAL BL 4017 SAL BL 4101 SAL BL 4103 SAL BL 4201 SAL BL 4203 SAL BL 4207 SAL BL 4209 SAL BL 1818 E 43RD

1820 E 43RD 1817 HARPER 1819 HARPER 4314 SAL BL 4316 SAL BL 4313 E Q ST 4315 E Q ST 4301 E Q ST 4303 E Q ST 1714 E 43RD 1716 E 43RD 4302 E Q ST 4304 E Q ST 4318 E Q ST 4320 E Q ST 4322 E Q ST 4330 E Q ST 4332 E Q ST 4334 E Q ST 4336 E Q ST 4338 E Q ST 4344 E Q ST 4346 E Q ST 4354 E Q ST 4356 E Q ST 4358 E Q ST 4360 E Q ST 4372 E Q ST 4374 E Q ST 4376 E Q ST 4378 E Q ST 4380 E Q ST 4382 E Q ST

Sal 3 Addresses 4357 E R ST 4359 E R ST

4361 E R ST 1816 HARPER 1818 HARPER 1819 E 44TH 1821 E 44TH 1823 E 44TH 1825 E 44TH 1809 E 44TH 1811 E 44TH 1813 E 44TH 1815 E 44TH 4335 SAL BL 4337 SAL BL 4339 SAL BL 4325 SAL BL 4327 SAL BL 4329 SAL BL 1714 HARPER 1716 HARPER 4325 E Q ST 4327 E Q ST 4329 E Q ST 4343 E Q ST 4345 E Q ST

Sal 4 Addresses 4615 E R ST 4617 E R ST 1733 E 46TH 1735 E 46TH 4470 E R ST 4472 E R ST 1721 E 46TH 1723 E 46TH 1725 E 46TH 1715 E 46TH 1717 E 46TH

1719 E 46TH 4418 E Q ST 4420 E Q ST 4422 E Q ST 4452 E Q ST 4454 E Q ST 4478 E Q ST 4480 E Q ST 4488 E Q ST 4490 E Q ST 4492 E Q ST

Sal 5 Addresses 3915 ROOSEVELT 3917 ROOSEVELT 3909 ROOSEVELT 3911 ROOSEVELT 4101 EVERETT 4103 EVERETT 3947 EVERETT 3949 EVERETT 2004 EAST 41ST 2006 EAST 41ST 4101 EAST T 4103 EAST T

Sal 6 Addresses 4116 T STREET 4118 T STREET 4215 EVERETT 4261 EVERETT 4263 EVERETT 4271 EVERETT 4250 EVERETT 4252 EVERETT 2051 EAST 44th

2053 EAST 44th 2055 EAST 44th 2035 EAST 44th 2037 EAST 44th 2039 EAST 44th 2044 E 43RD ST 2046 E 43RD ST

Exterior Painting of Residential Buildings in Salishan (Sal 1 -Sal 6)- Tacoma Housing Authority Page 1 of 1

SECTION 000030 NOTICE TO BIDDERS Date of Bid Opening: June 29, 2017

2:00 PM Pacific Standard Time

The Housing Authority of the City of Tacoma (“THA”) will receive sealed bids for the exterior painting of multiple buildings in our Salishan housing development, all located in Tacoma, WA. . Bids will be publicly opened and read aloud at the offices of THA, 902 South L Street, Tacoma, WA 98405, (253) 207-4439, at the stated time and date, June 29, 2017, 2:00 PM PST. NO LATE BIDS WILL BE ACCEPTED. For those that are registered for the Small Works Roster you will receive an email with the full Invitation to Bid (ITB), with all provisions and submission requirements. The documents will include the Project Manual with bidding instructions and checklist. Last day for questions is June 22, 2017 at 1:00 PM and can be submitted via email to [email protected] or fax at (253) 207-4439. A pre-bid meeting will be conducted at 9:00 AM sharp on Tuesday, June 20, 2017 at 1724 East 44th Street, Room 101. All contractors will then be allowed to visit the site, and take their own measurements at each of the buildings. The purpose of this meeting is to go over the procurement process, the schedule and answer any questions. This will be the only opportunity provided to do so. The walk through is not mandatory, but attendance is highly encouraged. An appropriate surety’s consent by a surety company qualified to do business in the State of Washington and on the approved list binding itself to become Surety for the full and faithful performance of the contract in the amount equal to one hundred percent (100%) of the contract for the protection of all persons furnishing materials or labor for fulfilling the contract is also required in all cases. A consent surety must be submitted with either type of security (5% of bid amount) including a certified cashiers check and/or bid bond. In the event the lowest bid received from a qualified and responsible bidder on this contract does not exceed the sum of $25,000.00, THA reserves the right, but not the obligation, to treat the lowest qualified and responsible bid a small purchase contract, which the Consent of Surety shall in the event not be required Bids will remain in force for a period of sixty (60) days after the date of opening thereof. THA reserves the right to accept bids and/or reject any or all bids and to waive any minor irregularities in the bids. Particular attention is called to the goals for WMBE and Equal Opportunity and State Prevailing Wage Rates to be paid under the contract. The bid must be submitted in a sealed envelope. The words “SEALED BID” with SERVICE DESCRIPTION, CONTRACT NUMBER, DATE AND TIME OF BID OPENING WRITTEN ON THE ENVELOPE. No bidder may withdraw their bid within 60 days after the actual date of opening thereof. THA reserves the right to waive any and all informalities or to reject any and all bids. THA is an Equal Opportunity Employer and does not discriminate on the basis of race, color, national origin, religion, age, familial status, marital status, sexual orientation, gender identity or handicapped status in the employment or provision of services. END OF SECTION

Section 0000120 Instructions to Bidders

Exterior Painting of Residential Buildings in Salishan (Sal 1 -Sal 6)- Tacoma Housing Authority 00120-1

1. AWARD OF CONTRACT The Owner reserves the right to reject any and all bids, waive any informalities or

irregularities in the bidding, and select whichever bids it determines to be the best value.

The award of the contract, if made by the Owner, will be made to the Contractor

submitting the lowest and most responsive and responsible bid. The Owner shall determine at its own discretion, whether a bidder is qualified to perform the contract, and what bid is the lowest and best value, and whether it is to the best interest of the Owner to accept the bid.

The Owner shall have the right to accept alternates in any order or combination

and to determine the low Bidder on the basis of the sum of the base bid and the alternates accepted.

The Bidder must be qualified by experience, financing and equipment to do the

work called for in the plans and specifications. Bidder shall include with their bid, in a sealed envelope, satisfactory evidence its experience, and the organization (staff) and equipment it has available for the performance of the contract. Also include three (3) references for work performed at this same magnitude over the past five (5) years, naming company and current contact information. The Contractor shall be registered with the State of Washington (in accordance with Chapter 18.27 RCW) and shall furnish a Washington State registration number.

The Owner shall have the right to take such action as it may be deem necessary in

determining the ability of the bidder to perform the work satisfactorily. The Contracting Officer shall be the sole judge of the merits and quality of the

proposed bid. The Contracting Officer will select those contractors that are judged best to serve the overall needs of the Owner. In doing so, it will use, but not necessarily be limited to, the following evaluation criteria:

a. Integrity; b. Compliance with public policy; c. Record of past performance; and financial and technical resources (including construction and technical equipment) 2. EXAMINATION OF INSTRUCTIONS, CONDITIONS, AND/OR SPECIFICATIONS The bidder shall examine carefully the site of the proposed work and the contract

documents therefore. All dimensions, locations counts and area calculations are to be field verified by contractor prior to bidding. The submission of a bid shall be conclusive evidence that the bidder has made such examination and has



investigated and is satisfied as to the conditions to be encountered, the character, quantity, quality, and scope of the work, the quantities and qualities of materials to be supplied and the equipment and labor to be used, and the requirements of the contract documents for performance of the work in full.

The bidder shall determine from its examination the methods, materials, labor and

equipment required to perform the work in full and shall reflect the same in its bid price. If in the performance of the work, methods, materials, labor or equipment are required beyond those anticipated by the bidder, it will not be entitled to additional compensation.

3. LAWS, ORDINANCES, CODES AND REGULATIONS The bidder shall be familiar with all Federal, State and local laws, ordinances,

codes and regulations which in any manner might affect those engaged or employed in the work, the materials, equipment or procedures used in the work, or which in any other way would affect the conduct of the work.

4. INTERPRETATION OF CONTRACT DOCUMENTS The documents forming the contract are complementary and what is called for by

one shall be as binding as if it were called for by all. They are intended to include all details of labor and material reasonably necessary for the proper execution of the work.

Bidders who seek to obtain information clarifications, or interpretations from THA

officials or employees are advised that the use of such information shall be at the bidder’s own risk and that THA shall not be bound by any such representations. All questions must be submitted in writing, via email to [email protected], or regular mail delivery to Yvonne Ginoulis, 902 South L Street, Tacoma, WA 98405, by fax to (253) 207-4439 (Attn: Yvonne Ginoulis). Questions will be answered in the form of a written addendum to the bid documents. All such addenda shall become part of the bid documents and all bidders shall be bound by such addenda, whether or not received by the bidder. All questions must be forwarded in writing to Tacoma Housing Authority and received before 1:00 PM, Thursday, June 22, 2017.

5. DISQUALIFICATION OF BIDDERS The Owner, in its discretion, may determine that a bidder is not responsible and

reject its proposal for any of the following reasons: A. More than one bid on the same project from a bidder under the same or

different names.



B. Evidence of collusion with any other bidder or bidders. Participants in such collusion shall be disqualified from submitting bids on any further work.

C. If a bidder is not qualified for the work involved or to the extent of its bid. D. Unsatisfactory performance record, judged from the standpoint of conduct of

work, workmanship, or progress, as shown by past or current work for the Owner.

E. Uncompleted work, whether from the Owner or otherwise, which might hinder

or prevent the prompt completion of the work bid upon. F. Failure to pay or settle bills for labor or materials on any former or current

contracts. G. If the bidder has previously defaulted in the performance of or failed to

complete a written public contract, or has been convicted of a crime arising from a previous public contract.

H. Any other inability, financial or otherwise, to perform the work. I. A bidder not authorized to do business in the State of Washington. J. For any other reasons deemed proper as determined from a pre-award survey of bidder’s capability to perform. 6. FORM OF BID Submit on included form furnished by the Owner, in one copy only. Do not include

any recapitulation of the work to be done. Fill all spaces in form, sign in longhand. The sum of money shown in the bid shall cover all work included in the bidding documents, together with an Addenda thereto, including all items of labor, materials, tools, equipment, transportation, supplies, incidentals, supervision, overhead, and compensation, to complete all of the work under each particular heading.

7. BASE BID AND ALTERNATIVE BIDS, AND ALLOWANCES A. Description of Base Bid. Base bid shall include all labor, materials, services,

and incidentals necessary for completion of work unless indicated as Not In Contract (NIC) or otherwise identified as work under the Alternate Bids.

B. Description of Alternative Bids. The alternate bids are estimated lump sum

of the work described on the bid form. If the bid amount comes in under the budgeted amount, the alternate bid will be added to the grand total of the bid



and becomes part of the total contract.

C. Unit Price: The unit price quantities are estimated amounts for purposes of bidding. Final quantities will be determined after bidding and contract will be adjusted accordingly.

8. TAXES See Excise Tax Bulletin enclosed with this project manual and made a part thereof. 9. SIGNATURES Each bid must be signed in longhand by the bidder with his usual signature. Bids

by partnerships must be signed with the partnership name by one of the partners followed by the signature and designation of the partner signing. Bids by corporations must be signed with the legal name of the corporation, followed by the name of the state of incorporation and by the signature of the president, secretary, or other person authorized to bind it in the matter. The name of each person signing and the office he holds in the corporation shall be typed or printed below the signature.

10. SUBMISSION OF BID No oral, telephonic or telegraphic bids will be considered. Bid and bid guarantee

shall be enclosed in an opaque envelope, addressed and marked as follows, and delivered as required by Invitation to Bid.

To: Housing Authority of the City of Tacoma Attention: Yvonne Ginoulis

It shall be the responsibility of the bidder to see that its bid is received at or before

the time set for opening. Any bids received after the time set for opening shall be returned to the bidder unopened.

11. “OR EQUAL” CLAUSE Whenever a process, equipment or material is specified by giving the

manufacturer’s name, brand and/or number, it is understood that the words “or approved equal” follow thereafter.

Requests for approval, in order to receive consideration, shall be accompanied by

its reference in the contract documents and complete technical information showing comparison of physical characteristics and qualities with the specified process or product, and shall include the name of the process, material or equipment for which it is to be substituted and a complete description of the



proposed substitute including drawings, cuts, performance and test data and all other information necessary for an evaluation.

Substitutions will not be considered unless submitted in accordance with this

section nor will they be considered if approval will require revision of the contract documents.

The Owner reserves the right to determine whether “or approval equal” standards

are met and all approvals are at its discretion. When the Owner accepts a substitution, it is with the understanding that the Bidder/Contractor guarantees the substituted process, equipment or material to be equal to or better than the one specified.

The Owner’s approval shall not act to permit any other deviation from specified

requirements, unless noted, and does not relieve the Contractor from its responsibility for providing materials and products complying with the contract documents.

12. SUBSTITUTIONS The standards contained in these specifications are minimums. Any substitutions

must, without exception, be manufactured of the same basic materials, meet or exceed all specification requirements of structural, functional, dimensional, and appearance without deviation. The Owner reserves the right to reject any and all substitutions.

13. REVIEW OF CONTRACT DOCUMENTS The Bidder shall carefully study and compare the contract documents and shall

report any error, inconsistency, or omission for interpretation by the Owner. Interpretation after the bid may result in the more costly solution being utilized at the bid price.

14. EXECUTION OF CONTRACT Within ten (10) days after the date the bidder receives notification of award of

contract, as evidenced by receipt from the Owner of properly prepared contract documents, the bidder to whom award is made shall execute and return the contract in the required number of copies, and shall furnish a performance bond and other required bonds and insurance satisfactory to the Owner.

The Contractor shall, at the time of signing the contract, notify the Owner in writing

of the names of all proposed subcontractors and material suppliers for the work. All subcontractors and suppliers are subject to the approval of the Owner. The Contractor agrees that it is fully responsible to the Owner for the acts and



omissions of its subcontractors and of persons either directly or indirectly employed by them.

Nothing contained in the contract documents shall imply any contractual relation

between any subcontractor and the Owner. 15. NON-DISCRIMINATION The Tacoma Housing Authority is an equal opportunity employer. The bidder

understands and agrees that its compliance with applicable Federal and State non-discrimination laws in a condition precedent to its right to bid and that violation of said laws may result in rejection of the bid or subsequent cancellation of this contract.

16. APPLICABLE LAW This transaction shall be governed by the laws of the State of Washington. 17. PREVAILING WAGES The bidder shall base its bid on the schedule of Washington State Prevailing

Wages for Pierce County, in effective on the bid date. 18. COMMUNICATIONS A. All notices, demands, requests, instructions, approvals, proposals, and claims

must be in writing. B. Any notice to or demand upon the Contractor shall be sufficiently given if

delivered at the office of the Contractor stated on the signature page of the Contract (or at any other office as he may from time to time designate in writing to the Tacoma Housing Authority) or deposited in the United States mail in a sealed, postage prepaid envelope, of if delivered with the charged prepaid to any telegraph company for transmission, in each case addressed to such office.

C. All papers required to be delivered to the Tacoma Housing Authority shall,

unless otherwise specified in writing to the Contractor, be delivered to the Tacoma Housing Authority at 2550 South G Street, Tacoma, Washington, 98405 and any notice or to demand upon the Tacoma Housing Authority shall be sufficiently given if so delivered or deposited in the United States mail in a sealed, postage-prepaid envelope or delivered with charges prepaid to any telegraph company for transmission to said Tacoma Housing Authority at such address, or to such other representatives of the Tacoma Housing Authority may subsequently specify in writing to the Contractor for such purpose.



D. Any such notice shall be deemed to have been given as of the time of actual

delivery; or, in the case of mailing, when the same should have been received in the due course of post; or in the case of telegrams, at the time of actual receipt, as the case may be.

20. DISPUTES All claims by the Contractor shall be made in writing and submitted to the

Contracting Officer for a written decision. A claim by the Tacoma Housing Authority (THA) against the Contractor shall be subject to a written decision by the Contracting Officer. The Contracting Officer shall within 45 days after receipt of the request, decide the claim or notify the Contractor of the date by which the decision will be made.

The Contracting Officer’s decision shall be final unless the Contractor (1) appeals

in writing to a higher level in the THA in accordance with the THA policy and procedures, (2) refers the appeal to an independent mediator or arbitrator, or (3) files suit in a court of competent jurisdiction. Such appeal must be made within 30 days after receipt of the Contracting Officer’s decision.

The Contractor shall proceed diligently with performance of this contract, pending

final resolution of any request for relief, claim, appeal, or action arising under or relating to the contract, and comply with any decision of the Contracting Officer.

Exterior Painting of Residential Buildings in Salishan (Sal 1 -Sal 6)- Tacoma Housing Authority 00130- 1

Section 000130

PRE-BID MEETING

All participating Contractors are encouraged to attend a pre-bid walkthrough for the exterior painting of multiple residential buildings. All interested parties are to meet at 1724 East 44th Street, Tacoma, WA on the following date at the following time. We will then allow all participants to visit each building listed in the ITB. Date: Tuesday, June 20, 2017 Time: 9:00 AM

END OF SECTION


SECTION 00140 BIDDER’S CHECKLIST

All of the documents listed below must be included in your bid package. Any omissions from the bid package may result in the bid being declared non-responsive. ____ BID FORM – SECTION 00300 -Fill out bid form completely. -Write total amount of bid in words and numbers. -Write in the number of addendum’s received. -SIGN YOUR BID -Fill in contractor’s license number and attach a copy of your contractor’s registration. -Does your bid include wages per wage determination schedule in Section 00940? -Does your bid include tax per Washington State Excise Bulletin in section 00920? ____ BID BOND – SECTION 00410 -You may use this form or other comparable forms. ____ AFFIDAVIT -Make sure it is completely filled out, signed and notarized. ____ W-9 Form Make sure it is completely filled out, signed

____ STATEMENT OF BIDDER’S QUALIFICATIONS -Complete four page form. _____ CONTRACTOR SECTION 3 SELF-CERTIFICATION FORM

-Complete two-page certification form. ____ TACOMA HOUSING AUTHORITY – M/WBE CONTACT FORM -One page form – complete in full and sign. ____ PROVIDE IN A SEALED ENVELOPE: Experience of company, equipment available, references as outlined in Section 00120 – Instruction to bidders, No. 1 ALL BIDS MUST BE IN A SEALED ENVELOPE WITH BIDDERS NAME AND ADDRESS IN UPPER RIGHT CORNER. ADDRESS ENVELOPE TO: YVONNE GINOULIS, TACOMA HOUSING AUTHORITY, 902 SOUTH L STREET, TACOMA, WA 98405. CONTRACT NO. WA:5-TC-SAL-03-17.

END OF SECTION


SECTION 00300 - BID FORM SALISHAN 1

Bid Opening: Thursday, June 29, 2017 at 2:00 PM

TO: TACOMA HOUSING AUTHORITY OF THE CITY OF TACOMA herein called Owner. FROM: Bidder: _____________________________________________________ herein called Bidder. 1. The Bidder declares that he has carefully examined the Contract Documents for

the construction of the project, that he has personally inspected the site, that he has satisfied himself as to the quantities involved, including materials and equipment, and conditions of work involved, including the fact that the description of the quantities of work and materials, as included herein, is brief and is intended only to indicate the general nature of the work and to identify the said quantities with the detailed requirements of the Contract Documents, and that this Proposal is made according the provisions and under the terms of the Contract Documents, which Documents are hereby made a part of this Proposal. The Bidder further declares that he has exercised his own judgment regarding the interpretation, of subsurface information and has utilized all data, which he believes pertinent from City and other sources and has made such independent investigations as the Bidder deems necessary in arriving at his conclusions.

2. The Bidder further proposes to accept as full payment for the work proposed

herein the amounts computed under the provisions of the Contract Documents and based on lump sum and unit price amounts, it being expressly understood that the unit prices are independent of the exact quantities involved. The Bidder agrees that the lump sum prices and the unit prices represent a true measure of the labor, services, and materials required to perform the work, including all allowances for overhead and profit for each type and unit of work called for in these Contract Documents. If any material, item, or service required by the Contract Documents has not been mentioned specifically, the same shall be furnished and placed with the understanding that the full cost to the City has been merged with prices named in the proposal.

3. TOTAL BASE BID AMOUNT:

Bid items shall comply with Tax Bulletin included in this package. All other applicable taxes, which the Contractor is required to pay, shall be included by him/her in his/her various bid price(s).

A. BASE BID TOTAL: BASE BID for all work described in the Contract Documents for the Exterior Painting of multiple buildings at Salishan at the following address:


Total each building and then total all buildings as one lump sum and write in total amount on the grand total line:

SALISHAN ONE BUILDING ADDRESSES

Address Written Bid Amount Dollar Bid Amount

1745 E 39TH/1747 E 39TH ___________________________________________ $_____________

1705 E 42ND/1707 E 42ND ___________________________________________ $_____________

1720 E 41ST/1722 E 41ST ___________________________________________ $_____________

4202 SAL BL/4204 SAL BLVD ___________________________________________ $_____________

4232 E Q ST/4234 E Q ST ___________________________________________ $_____________

4214 E Q ST/4216 E Q ST ___________________________________________ $_____________

4136 E Q ST/4138 E Q ST ___________________________________________ $_____________

4102 E Q ST/4104 E Q ST ___________________________________________ $_____________

4016 E Q ST/4018 E Q ST ___________________________________________ $_____________

Sales Tax 10.1% ($___________)

GRAND TOTAL (All the Above) DOLLARS, ($ )

Unit Price for downspouts (per lf) $_______________ Unit Price for gutters (per lf) $_______________ Bid items shall comply with Tax Bulletin included in this package. All other applicable taxes, which the Contractor is required to pay, shall be included by him/her in his/her various bid price(s). Bidder’s initials to indicate agreement _________.

4. Refer to Section 000700 (General requirements) for a description of the Liquidated

Damages associated with failure to complete specific work within the stipulated time frames.


5. Sales Tax: The Bidder is required to pay sales tax in accordance with state law and as described elsewhere in these documents.

6. If the undersigned Bidder is notified of the acceptance of this bid within Sixty 60)

days after the time set for opening bids, it agrees to execute a contract for the above work, for a compensation computed from the above-proposed sum, in the form of the agreement bound in the contract documents, and to furnish performance and payment bond(s) as required by the contact document.

7. [FOR BIDS OVER $25,000.00, the paragraph below applies] The undersigned

Bidder further agrees that the check, money order or surety bid bond accompanying this proposal will be left with the Owner, that its amount or penal sum will be the measure of liquidated damages which the Owner will sustain by the failure of the undersigned Bidder to execute and deliver the above-named contract and performance and payment bond(s), and that if the undersigned Bidder fails to deliver and said documents within ten (10) days of written notification of the award of the contract to it, then the check or money order shall become the property of the Owner or the sum of the surety bid bond shall be forfeited to the Owner; but, if this proposal is not accepted within thirty (30) days after the time set for opening bids, or if the undersigned Bidder executes and delivers said contract and performance and payment bond(s), the check or money order shall be returned to it or the surety bond shall become void.

Attached hereto is a (certified check) (cashier’s check) (surety bond), payable to the Owner, in the amount of __________________ which is five percent (5%) or more of the bid sum.

8. The Bidder specifically agrees, should it be awarded a contract for work specified

in the Contract Documents, to comply with paragraph 12 (Indemnification) of the General Requirements.

9. The undersigned Bidder acknowledges receipt of addenda to the contract as

follows: Addendum No. Date of Receipt and Acknowledgment 1. _______________________________ 2. _______________________________ BIDDER: _________________________________ ADDRESS ____________________________________ CITY, STATE ZIP CODE BY:_________________________


TITLE: ______________________ PHONE: ______________________ DATE:________________________ ____________________________ WA STATE REGISTRATION NUMBER

(Attach copy of Contractors Registration)



SALISHAN TWO BUILDING ADDRESSES


3915 SAL BLVD/3917 SAL BLVD ___________________________________________ $_____________

4015 SAL BLVD/4017 SAL BLVD ___________________________________________ $_____________

4101 SAL BLVD/4103 SAL BLVD ___________________________________________ $_____________

4201 SAL BLVD/4203 SAL BLVD ___________________________________________ $_____________

4207 SAL BLVD/4209 SAL BLVD ___________________________________________ $_____________

1818 E 43RD/1820 E 43RD ___________________________________________ $_____________

1817 HARPER/1819 HARPER ___________________________________________ $_____________

4314 SAL BLVD/4316 SAL BLVD ___________________________________________ $_____________

4313 E Q ST/4315 E Q ST ___________________________________________ $_____________

4301 E Q ST/4303 E Q ST ___________________________________________ $_____________

1714 E 43RD/1716 E 43RD ___________________________________________ $_____________

4302 E Q ST/4304 E Q ST ___________________________________________ $_____________

4318 E Q ST/4320 E Q ST/4322 E Q ST ___________________________________________ $_____________

4330 E Q ST/4332 E Q ST ___________________________________________ $_____________

4334 E Q ST/4336 E Q ST/4338 E Q ST ___________________________________________ $_____________

4344 E Q ST/4346 E Q ST ___________________________________________ $_____________

4354 E Q ST/4356 E Q ST ___________________________________________ $_____________

4358 E Q ST/4360 E Q ST ___________________________________________ $_____________

4372 E Q ST/4374 E Q ST/4376 E Q ST ___________________________________________ $_____________


4378 E Q ST/4380 E Q ST/4382 E Q ST ___________________________________________ $_____________

Sales Tax 10.1% ($___________)





5. Sales Tax: The Bidder is required to pay sales tax in accordance with state law

and as described elsewhere in these documents. 6. If the undersigned Bidder is notified of the acceptance of this bid within Sixty 60)




Attached hereto is a (certified check) (cashier’s check) (surety bond), payable to


the Owner, in the amount of __________________ which is five percent (5%) or more of the bid sum.




follows: Addendum No. Date of Receipt and Acknowledgment 1. _______________________________ 2. _______________________________ BIDDER: _________________________________ ADDRESS ____________________________________ CITY, STATE ZIP CODE BY:_________________________ TITLE: ______________________ PHONE: ______________________ DATE:________________________ ____________________________ WA STATE REGISTRATION NUMBER




SALISHAN THREE BUILDING ADDRESSES


4357 E R ST/4359 E R ST 4361 E R ST

___________________________________________ $_____________

1816 HARPER/1818 HARPER ___________________________________________ $_____________

1819 E 44TH/1821 E 44TH 1823 E 44TH/1825 E 44TH

___________________________________________ $_____________

1809 E 44TH/1811 E 44TH 1813 E 44TH/1815 E 44TH

___________________________________________ $_____________

4335 SAL BLVD/4337 SAL BLVD 4339 SAL BLVD

___________________________________________ $_____________

4325 SAL BLVD/4327 SAL BLVD 4329 SAL BLVD

___________________________________________ $_____________

1714 HARPER/1716 HARPER ___________________________________________ $_____________

4325 E Q ST/4327 E Q ST ___________________________________________ $_____________

4343 E Q ST/4345 E Q ST ___________________________________________ $_____________

Sales Tax 10.1% ($___________)






and as described elsewhere in these documents.










follows: Addendum No. Date of Receipt and Acknowledgment 1. _______________________________ 2. _______________________________ BIDDER: _________________________________ ADDRESS ____________________________________ CITY, STATE ZIP CODE BY:_________________________ TITLE: ______________________ PHONE: ______________________


DATE:________________________ ____________________________ WA STATE REGISTRATION NUMBER




SALISHAN FOUR BUILDING ADDRESSES


4615 E R ST/4617 E R ST ___________________________________________ $_____________

1733 E 46TH/1735 E 46TH 4470 E R ST/4472 E R ST

___________________________________________ $_____________

1721 E 46TH/1723 E 46TH 1725 E 46TH

___________________________________________ $_____________

1715 E 46TH/1717 E 46TH 1719 E 46TH

___________________________________________ $_____________

4418 E Q ST/4420 E Q ST 4422 E Q ST

___________________________________________ $_____________

4452 E Q ST/4454 E Q ST ___________________________________________ $_____________

4478 E Q ST/4480 E Q ST ___________________________________________ $_____________

4488 E Q ST/4490 E Q ST/ 4492 E Q ST

___________________________________________ $_____________

Sales Tax 10.1% ($___________)

GRAND TOTAL (All the Above)

DOLLARS, ($ )

Unit Price for downspouts (per lf) $_______________ Unit Price for gutters (per lf) $_______________

Bid items shall comply with Tax Bulletin included in this package. All other applicable taxes, which the Contractor is required to pay, shall be included by him/her in his/her various bid price(s). Bidder’s initials to indicate agreement _________.

4. Refer to Section 000700 (General requirements) for a description of the LiquidatedDamages associated with failure to complete specific work within the stipulatedtime frames.

5. Sales Tax: The Bidder is required to pay sales tax in accordance with state lawand as described elsewhere in these documents.

6. If the undersigned Bidder is notified of the acceptance of this bid within Sixty 60)days after the time set for opening bids, it agrees to execute a contract for the


above work, for a compensation computed from the above-proposed sum, in the form of the agreement bound in the contract documents, and to furnish performance and payment bond(s) as required by the contact document.











SALISHAN FIVE BUILDING ADDRESSES


3915 ROOSEVELT /3917 ROOSEVELT

___________________________________________ $____________

3909 ROOSEVELT/3911 ROOSEVELT

___________________________________________ $____________

4101 EVERETT/4103 EVERETT

___________________________________________ $____________


___________________________________________ $____________

2004 EAST 41ST/2006 EAST 41ST 4101 EAST T/4103 EAST T

___________________________________________ $____________

___________________________________________ $____________

Sales Tax 10.1% ($___________)

GRAND TOTAL (All the Above) DOLLARS ($ )





and as described elsewhere in these documents. 6. If the undersigned Bidder is notified of the acceptance of this bid within Sixty 60)

days after the time set for opening bids, it agrees to execute a contract for the


above work, for a compensation computed from the above-proposed sum, in the form of the agreement bound in the contract documents, and to furnish performance and payment bond(s) as required by the contact document.










SALISHAN SIX BUILDING ADDRESSES


4116 T STREET/4118 T STREET

___________________________________________ $_____________

4215 EVERETT ___________________________________________ $_____________


___________________________________________ $_____________

4271 EVERETT ___________________________________________ $_____________


___________________________________________ $_____________

2051 EAST 44th/2053 EAST 44th/ 2055 EAST 44th

___________________________________________ $_____________

2035 EAST 44th/2037 EAST 44th/ 2039 EAST 44th

___________________________________________ $_____________

2044 E 43RD ST/2046 E 43RD ST ___________________________________________ $_____________

Sales Tax 10.1% ($___________)

GRAND TOTAL (All the Above) DOLLARS ($ )





5. Sales Tax: The Bidder is required to pay sales tax in accordance with state law and as described elsewhere in these documents.









follows: Addendum No. Date of Receipt and Acknowledgment 1. _______________________________ 2. _______________________________ BIDDER: _________________________________ ADDRESS ____________________________________ CITY, STATE ZIP CODE BY:_________________________


TITLE: ______________________ PHONE: ______________________ DATE:________________________ ____________________________ WA STATE REGISTRATION NUMBER


INSTRUCTIONS TO PRINTERSFORM W-9, PAGE 1 of 4MARGINS: TOP 13mm (1⁄ 2 "), CENTER SIDES. PRINTS: HEAD to HEADPAPER: WHITE WRITING, SUB. 20. INK: BLACKFLAT SIZE: 216mm (81⁄ 2 ") 3 279mm (11")PERFORATE: (NONE)

Give form to therequester. Do notsend to the IRS.

Form W-9 Request for TaxpayerIdentification Number and Certification

(Rev. October 2007) Department of the TreasuryInternal Revenue Service Name (as shown on your income tax return)

List account number(s) here (optional)

Address (number, street, and apt. or suite no.)

City, state, and ZIP code

Pri

nt o

r ty

pe

See

Sp

ecifi

c In

stru

ctio

ns o

n p

age

2.

Taxpayer Identification Number (TIN)

Enter your TIN in the appropriate box. The TIN provided must match the name given on Line 1 to avoidbackup withholding. For individuals, this is your social security number (SSN). However, for a residentalien, sole proprietor, or disregarded entity, see the Part I instructions on page 3. For other entities, it isyour employer identification number (EIN). If you do not have a number, see How to get a TIN on page 3.

Social security number

or

Requester’s name and address (optional)

Employer identification number Note. If the account is in more than one name, see the chart on page 4 for guidelines on whosenumber to enter. Certification

1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me), and I am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the InternalRevenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS hasnotified me that I am no longer subject to backup withholding, and

2.

Certification instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backupwithholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply.For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirementarrangement (IRA), and generally, payments other than interest and dividends, you are not required to sign the Certification, but you mustprovide your correct TIN. See the instructions on page 4. SignHere

Signature ofU.S. person ©

Date ©

General Instructions

Form W-9 (Rev. 10-2007)

Part I

Part II

Business name, if different from above

Cat. No. 10231X

Check appropriate box:

Under penalties of perjury, I certify that:

13 I.R.S. SPECIFICATIONS TO BE REMOVED BEFORE PRINTING

DO NOT PRINT — DO NOT PRINT — DO NOT PRINT — DO NOT PRINT

TLS, have youtransmitted all R text files for this cycle update?

Date

Action

Revised proofsrequested

Date

Signature

O.K. to print

Use Form W-9 only if you are a U.S. person (including aresident alien), to provide your correct TIN to the personrequesting it (the requester) and, when applicable, to: 1. Certify that the TIN you are giving is correct (or you arewaiting for a number to be issued), 2. Certify that you are not subject to backup withholding, or

3. Claim exemption from backup withholding if you are a U.S.exempt payee. If applicable, you are also certifying that as aU.S. person, your allocable share of any partnership income froma U.S. trade or business is not subject to the withholding tax onforeign partners’ share of effectively connected income.

3. I am a U.S. citizen or other U.S. person (defined below).

A person who is required to file an information return with theIRS must obtain your correct taxpayer identification number (TIN)to report, for example, income paid to you, real estatetransactions, mortgage interest you paid, acquisition orabandonment of secured property, cancellation of debt, orcontributions you made to an IRA.

Individual/Sole proprietor

Corporation

Partnership

Other (see instructions) ©

Note. If a requester gives you a form other than Form W-9 torequest your TIN, you must use the requester’s form if it issubstantially similar to this Form W-9.

An individual who is a U.S. citizen or U.S. resident alien, A partnership, corporation, company, or association created or

organized in the United States or under the laws of the UnitedStates, An estate (other than a foreign estate), or

Definition of a U.S. person. For federal tax purposes, you areconsidered a U.S. person if you are:

Special rules for partnerships. Partnerships that conduct atrade or business in the United States are generally required topay a withholding tax on any foreign partners’ share of incomefrom such business. Further, in certain cases where a Form W-9has not been received, a partnership is required to presume thata partner is a foreign person, and pay the withholding tax.Therefore, if you are a U.S. person that is a partner in apartnership conducting a trade or business in the United States,provide Form W-9 to the partnership to establish your U.S.status and avoid withholding on your share of partnershipincome. The person who gives Form W-9 to the partnership forpurposes of establishing its U.S. status and avoiding withholdingon its allocable share of net income from the partnershipconducting a trade or business in the United States is in thefollowing cases: The U.S. owner of a disregarded entity and not the entity,

Section references are to the Internal Revenue Code unlessotherwise noted.

A domestic trust (as defined in Regulations section301.7701-7).

Limited liability company. Enter the tax classification (D=disregarded entity, C=corporation, P=partnership) ©

Exempt payee

Purpose of Form

INSTRUCTIONS TO PRINTERSFORM W-9, PAGE 2 of 4MARGINS: TOP 13 mm (1⁄ 2"), CENTER SIDES. PRINTS: HEAD to HEADPAPER: WHITE WRITING, SUB. 20. INK: BLACKFLAT SIZE: 216 mm (81⁄ 2") 3 279 mm (11")PERFORATE: (NONE)

Form W-9 (Rev. 10-2007) Page 2

Sole proprietor. Enter your individual name as shown on yourincome tax return on the “Name” line. You may enter yourbusiness, trade, or “doing business as (DBA)” name on the“Business name” line.

13 I.R.S. SPECIFICATIONS TO BE REMOVED BEFORE PRINTING


Other entities. Enter your business name as shown on requiredfederal tax documents on the “Name” line. This name shouldmatch the name shown on the charter or other legal documentcreating the entity. You may enter any business, trade, or DBAname on the “Business name” line.

If the account is in joint names, list first, and then circle, thename of the person or entity whose number you entered in Part Iof the form.

Specific Instructions Name

Exempt Payee

5. You do not certify to the requester that you are not subjectto backup withholding under 4 above (for reportable interest anddividend accounts opened after 1983 only). Certain payees and payments are exempt from backupwithholding. See the instructions below and the separateInstructions for the Requester of Form W-9.

Civil penalty for false information with respect towithholding. If you make a false statement with no reasonablebasis that results in no backup withholding, you are subject to a$500 penalty. Criminal penalty for falsifying information. Willfully falsifyingcertifications or affirmations may subject you to criminalpenalties including fines and/or imprisonment.

Penalties Failure to furnish TIN. If you fail to furnish your correct TIN to arequester, you are subject to a penalty of $50 for each suchfailure unless your failure is due to reasonable cause and not towillful neglect.

Misuse of TINs. If the requester discloses or uses TINs inviolation of federal law, the requester may be subject to civil andcriminal penalties.

If you are an individual, you must generally enter the nameshown on your income tax return. However, if you have changedyour last name, for instance, due to marriage without informingthe Social Security Administration of the name change, enteryour first name, the last name shown on your social securitycard, and your new last name.

If you are exempt from backup withholding, enter your name asdescribed above and check the appropriate box for your status,then check the “Exempt payee” box in the line following thebusiness name, sign and date the form.

4. The IRS tells you that you are subject to backupwithholding because you did not report all your interest anddividends on your tax return (for reportable interest anddividends only), or

3. The IRS tells the requester that you furnished an incorrectTIN,

2. You do not certify your TIN when required (see the Part IIinstructions on page 3 for details),

You will not be subject to backup withholding on paymentsyou receive if you give the requester your correct TIN, make theproper certifications, and report all your taxable interest anddividends on your tax return.

1. You do not furnish your TIN to the requester,

What is backup withholding? Persons making certain paymentsto you must under certain conditions withhold and pay to theIRS 28% of such payments. This is called “backup withholding.” Payments that may be subject to backup withholding includeinterest, tax-exempt interest, dividends, broker and barterexchange transactions, rents, royalties, nonemployee pay, andcertain payments from fishing boat operators. Real estatetransactions are not subject to backup withholding.

Payments you receive will be subject to backupwithholding if:

If you are a nonresident alien or a foreign entity not subject tobackup withholding, give the requester the appropriatecompleted Form W-8.

Example. Article 20 of the U.S.-China income tax treaty allowsan exemption from tax for scholarship income received by aChinese student temporarily present in the United States. UnderU.S. law, this student will become a resident alien for taxpurposes if his or her stay in the United States exceeds 5calendar years. However, paragraph 2 of the first Protocol to theU.S.-China treaty (dated April 30, 1984) allows the provisions ofArticle 20 to continue to apply even after the Chinese studentbecomes a resident alien of the United States. A Chinesestudent who qualifies for this exception (under paragraph 2 ofthe first protocol) and is relying on this exception to claim anexemption from tax on his or her scholarship or fellowshipincome would attach to Form W-9 a statement that includes theinformation described above to support that exemption.

Note. You are requested to check the appropriate box for yourstatus (individual/sole proprietor, corporation, etc.).

4. The type and amount of income that qualifies for theexemption from tax. 5. Sufficient facts to justify the exemption from tax under theterms of the treaty article.

Nonresident alien who becomes a resident alien. Generally,only a nonresident alien individual may use the terms of a taxtreaty to reduce or eliminate U.S. tax on certain types of income.However, most tax treaties contain a provision known as a“saving clause.” Exceptions specified in the saving clause maypermit an exemption from tax to continue for certain types ofincome even after the payee has otherwise become a U.S.resident alien for tax purposes. If you are a U.S. resident alien who is relying on an exceptioncontained in the saving clause of a tax treaty to claim anexemption from U.S. tax on certain types of income, you mustattach a statement to Form W-9 that specifies the following fiveitems: 1. The treaty country. Generally, this must be the same treatyunder which you claimed exemption from tax as a nonresidentalien. 2. The treaty article addressing the income.

3. The article number (or location) in the tax treaty thatcontains the saving clause and its exceptions.

Also see Special rules for partnerships on page 1.

Foreign person. If you are a foreign person, do not use FormW-9. Instead, use the appropriate Form W-8 (see Publication515, Withholding of Tax on Nonresident Aliens and ForeignEntities).

The U.S. grantor or other owner of a grantor trust and not thetrust, and The U.S. trust (other than a grantor trust) and not thebeneficiaries of the trust.

Limited liability company (LLC). Check the “Limited liabilitycompany” box only and enter the appropriate code for the taxclassification (“D” for disregarded entity, “C” for corporation, “P” for partnership) in the space provided. For a single-member LLC (including a foreign LLC with adomestic owner) that is disregarded as an entity separate fromits owner under Regulations section 301.7701-3, enter theowner’s name on the “Name” line. Enter the LLC’s name on the“Business name” line. For an LLC classified as a partnership or a corporation, enterthe LLC’s name on the “Name” line and any business, trade, orDBA name on the “Business name” line.


I.R.S. SPECIFICATIONS TO BE REMOVED BEFORE PRINTING



13

Part I. Taxpayer IdentificationNumber (TIN) Enter your TIN in the appropriate box. If you are a residentalien and you do not have and are not eligible to get an SSN,your TIN is your IRS individual taxpayer identification number(ITIN). Enter it in the social security number box. If you do nothave an ITIN, see How to get a TIN below.

How to get a TIN. If you do not have a TIN, apply for oneimmediately. To apply for an SSN, get Form SS-5, Applicationfor a Social Security Card, from your local Social SecurityAdministration office or get this form online at www.ssa.gov. Youmay also get this form by calling 1-800-772-1213. Use FormW-7, Application for IRS Individual Taxpayer IdentificationNumber, to apply for an ITIN, or Form SS-4, Application forEmployer Identification Number, to apply for an EIN. You canapply for an EIN online by accessing the IRS website atwww.irs.gov/businesses and clicking on Employer IdentificationNumber (EIN) under Starting a Business. You can get Forms W-7and SS-4 from the IRS by visiting www.irs.gov or by calling1-800-TAX-FORM (1-800-829-3676). If you are asked to complete Form W-9 but do not have a TIN,write “Applied For” in the space for the TIN, sign and date theform, and give it to the requester. For interest and dividendpayments, and certain payments made with respect to readilytradable instruments, generally you will have 60 days to get aTIN and give it to the requester before you are subject to backupwithholding on payments. The 60-day rule does not apply toother types of payments. You will be subject to backupwithholding on all such payments until you provide your TIN tothe requester.

If you are a sole proprietor and you have an EIN, you mayenter either your SSN or EIN. However, the IRS prefers that youuse your SSN. If you are a single-member LLC that is disregarded as anentity separate from its owner (see Limited liability company(LLC) on page 2), enter the owner’s SSN (or EIN, if the ownerhas one). Do not enter the disregarded entity’s EIN. If the LLC isclassified as a corporation or partnership, enter the entity’s EIN. Note. See the chart on page 4 for further clarification of nameand TIN combinations.

Note. Entering “Applied For” means that you have alreadyapplied for a TIN or that you intend to apply for one soon. Caution: A disregarded domestic entity that has a foreign ownermust use the appropriate Form W-8.

9. A futures commission merchant registered with theCommodity Futures Trading Commission, 10. A real estate investment trust,

11. An entity registered at all times during the tax year underthe Investment Company Act of 1940, 12. A common trust fund operated by a bank under section584(a), 13. A financial institution,

14. A middleman known in the investment community as anominee or custodian, or 15. A trust exempt from tax under section 664 or described insection 4947.

THEN the payment is exemptfor . . .

IF the payment is for . . .

All exempt payees except for 9

Interest and dividend payments

Exempt payees 1 through 13.Also, a person registered underthe Investment Advisers Act of1940 who regularly acts as abroker

Broker transactions

Exempt payees 1 through 5

Barter exchange transactionsand patronage dividends

Generally, exempt payees 1 through 7

Payments over $600 requiredto be reported and directsales over $5,000 See Form 1099-MISC, Miscellaneous Income, and its instructions. However, the following payments made to a corporation (including grossproceeds paid to an attorney under section 6045(f), even if the attorney is acorporation) and reportable on Form 1099-MISC are not exempt frombackup withholding: medical and health care payments, attorneys’ fees, andpayments for services paid by a federal executive agency.

The chart below shows types of payments that may beexempt from backup withholding. The chart applies to theexempt payees listed above, 1 through 15.

1 2

7. A foreign central bank of issue, 8. A dealer in securities or commodities required to register in

the United States, the District of Columbia, or a possession ofthe United States,

2

The following payees are exempt from backup withholding: 1. An organization exempt from tax under section 501(a), any

IRA, or a custodial account under section 403(b)(7) if the accountsatisfies the requirements of section 401(f)(2), 2. The United States or any of its agencies orinstrumentalities, 3. A state, the District of Columbia, a possession of the UnitedStates, or any of their political subdivisions or instrumentalities, 4. A foreign government or any of its political subdivisions,agencies, or instrumentalities, or 5. An international organization or any of its agencies orinstrumentalities. Other payees that may be exempt from backup withholdinginclude: 6. A corporation,

Generally, individuals (including sole proprietors) are not exemptfrom backup withholding. Corporations are exempt from backupwithholding for certain payments, such as interest and dividends. Note. If you are exempt from backup withholding, you shouldstill complete this form to avoid possible erroneous backupwithholding.

1

1. Interest, dividend, and barter exchange accountsopened before 1984 and broker accounts considered activeduring 1983. You must give your correct TIN, but you do nothave to sign the certification. 2. Interest, dividend, broker, and barter exchangeaccounts opened after 1983 and broker accounts consideredinactive during 1983. You must sign the certification or backupwithholding will apply. If you are subject to backup withholdingand you are merely providing your correct TIN to the requester,you must cross out item 2 in the certification before signing theform.

Part II. Certification

For a joint account, only the person whose TIN is shown inPart I should sign (when required). Exempt payees, see ExemptPayee on page 2.

To establish to the withholding agent that you are a U.S. person,or resident alien, sign Form W-9. You may be requested to signby the withholding agent even if items 1, 4, and 5 below indicateotherwise.

Signature requirements. Complete the certification as indicatedin 1 through 5 below.



I.R.S. SPECIFICATIONS TO BE REMOVED BEFORE PRINTING


Give name and EIN of:

For this type of account:

3. Real estate transactions. You must sign the certification.You may cross out item 2 of the certification.

A valid trust, estate, or pension trust

6.

Legal entity 4

4. Other payments. You must give your correct TIN, but youdo not have to sign the certification unless you have beennotified that you have previously given an incorrect TIN. “Otherpayments” include payments made in the course of therequester’s trade or business for rents, royalties, goods (otherthan bills for merchandise), medical and health care services(including payments to corporations), payments to anonemployee for services, payments to certain fishing boat crewmembers and fishermen, and gross proceeds paid to attorneys(including payments to corporations).

The corporation

Corporate or LLC electingcorporate status on Form 8832

7.

The organization

Association, club, religious,charitable, educational, or othertax-exempt organization

8.

5. Mortgage interest paid by you, acquisition orabandonment of secured property, cancellation of debt,qualified tuition program payments (under section 529), IRA,Coverdell ESA, Archer MSA or HSA contributions ordistributions, and pension distributions. You must give yourcorrect TIN, but you do not have to sign the certification.

The partnership

Partnership or multi-member LLC

9.

The broker or nominee

A broker or registered nominee

10.

The public entity

Account with the Department ofAgriculture in the name of a publicentity (such as a state or localgovernment, school district, orprison) that receives agriculturalprogram payments

11.

Privacy Act Notice

List first and circle the name of the person whose number you furnish. If only one personon a joint account has an SSN, that person’s number must be furnished. Circle the minor’s name and furnish the minor’s SSN. You must show your individual name and you may also enter your business or “DBA” name on the second name line. You may use either your SSN or EIN (if you have one),but the IRS encourages you to use your SSN. List first and circle the name of the trust, estate, or pension trust. (Do not furnish the TINof the personal representative or trustee unless the legal entity itself is not designated inthe account title.) Also see Special rules for partnerships on page 1.

Note. If no name is circled when more than one name is listed,the number will be considered to be that of the first name listed.

Disregarded entity not owned by anindividual

The owner

12.

13

You must provide your TIN whether or not you are required to file a tax return. Payers must generally withhold 28% of taxable interest, dividend, and certain otherpayments to a payee who does not give a TIN to a payer. Certain penalties may also apply.

Section 6109 of the Internal Revenue Code requires you to provide your correct TIN to persons who must file information returns with the IRS to report interest,dividends, and certain other income paid to you, mortgage interest you paid, the acquisition or abandonment of secured property, cancellation of debt, orcontributions you made to an IRA, or Archer MSA or HSA. The IRS uses the numbers for identification purposes and to help verify the accuracy of your tax return.The IRS may also provide this information to the Department of Justice for civil and criminal litigation, and to cities, states, the District of Columbia, and U.S.possessions to carry out their tax laws. We may also disclose this information to other countries under a tax treaty, to federal and state agencies to enforce federalnontax criminal laws, or to federal law enforcement and intelligence agencies to combat terrorism.

1

2 3

4

Secure Your Tax Records from Identity Theft Identity theft occurs when someone uses your personalinformation such as your name, social security number (SSN), orother identifying information, without your permission, to commitfraud or other crimes. An identity thief may use your SSN to geta job or may file a tax return using your SSN to receive a refund.

What Name and Number To Give the Requester Give name and SSN of:

For this type of account:

The individual

1.

Individual The actual owner of the account or,

if combined funds, the firstindividual on the account

2.

Two or more individuals (jointaccount)

The minor 2

3.

Custodian account of a minor(Uniform Gift to Minors Act) The grantor-trustee

1

4.

a. The usual revocable savingstrust (grantor is also trustee) The actual owner

1

b. So-called trust account that isnot a legal or valid trust understate law The owner

3

5.

Sole proprietorship or disregardedentity owned by an individual

Call the IRS at 1-800-829-1040 if you think your identity hasbeen used inappropriately for tax purposes.

1

To reduce your risk: Protect your SSN, Ensure your employer is protecting your SSN, and Be careful when choosing a tax preparer.

Victims of identity theft who are experiencing economic harmor a system problem, or are seeking help in resolving taxproblems that have not been resolved through normal channels,may be eligible for Taxpayer Advocate Service (TAS) assistance.You can reach TAS by calling the TAS toll-free case intake lineat 1-877-777-4778 or TTY/TDD 1-800-829-4059. Protect yourself from suspicious emails or phishingschemes. Phishing is the creation and use of email andwebsites designed to mimic legitimate business emails andwebsites. The most common act is sending an email to a userfalsely claiming to be an established legitimate enterprise in anattempt to scam the user into surrendering private informationthat will be used for identity theft. The IRS does not initiate contacts with taxpayers via emails.Also, the IRS does not request personal detailed informationthrough email or ask taxpayers for the PIN numbers, passwords,or similar secret access information for their credit card, bank, orother financial accounts. If you receive an unsolicited email claiming to be from the IRS,forward this message to [email protected]. You may also reportmisuse of the IRS name, logo, or other IRS personal property tothe Treasury Inspector General for Tax Administration at1-800-366-4484. You can forward suspicious emails to theFederal Trade Commission at: [email protected] or contact them atwww.consumer.gov/idtheft or 1-877-IDTHEFT(438-4338).

Visit the IRS website at www.irs.gov to learn more aboutidentity theft and how to reduce your risk.

SECTION 00410-BID BOND


KNOW ALL PERSONS BY THESE PRESENT, that we, the undersigned, ____________________________________________________________Name of Principal as PRINCIPAL, and ____________________________________________________________as SURETY Name of Surety Are held and firmly bound into the Housing Authority of the City of Tacoma, hereinafter called “THA”, in the penal sum of ____________________________ Dollars, lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these present. THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the Principal has submitted the accompanying bid, dated _________________, 2015 for _____________________________________________________ NOW, THEREFORE, if the Principal shall not withdraw said bid within the period specified therein after the opening of the same, or, if no period be specified, within 60 days after the said opening, and shall within the period specified therefore, or, if no period be specified within five (15) days after acceptance of the bid, give bond with good and sufficient surety or sureties as may be required, for the faithful performance and proper fulfillment of such contract, or in the event of the withdrawal of said bid, within the period specified, or the failure to give such bond within the time specified, if the Principal shall pay THA the difference between the amount specified in said bid and the amount for which THA may procure the required work or supplies or both, if the latter amount be in excess of the former, then the above obligations shall be void and of no effect, otherwise to remain in full force and virtue.

SECTION 00410 BID BOND


IN WITNESS WHEREOF, the above parties have executed this instrument this ___________ day of __________________________, 2014 the name of each party and these present duly signed by its undersigned representative, pursuant to authority of its governing body. In presence of _________________________________________________________(Signature) Individual Principal _________________________________________________________Business Address _________________________________________________________ _____________________________________________________(Signature) Entity Principal _____________________________________________________Business Address _____________________________________________________ _____________________________________________________(Signature) Surety _____________________________________________________Business Address _____________________________________________________ (Power of Attorney for person signing for surety company must be attached to bond.)

END OF SECTION

SECTION 00410.1 NON-COLLUSION AFFIDAVIT


STATE OF WASHINGTON )

) ss COUNTY OF PIERCE ) ___________________________________________, being first duly sworn, deposes and says: That he/she is __________________________________ (a general or managing partner, officer, principal, or managing member of the firm of _____________________ (name of firm), the party making the foregoing proposal or bid, that such bid is genuine and not collusive or sham; that said bidder has not colluded, conspired, connived, or agreed, directly or indirectly, with any bidder or person, to put in a sham bid or to refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion or communication or conference, with any person, to fix the bid price of affiant or any other bidder, or to fix any overhead, profit, or cost element of said bid price, or of that of any bidder or to secure any advantage against the Housing Authority of the City of Tacoma or any person interested in the proposed contract; and that all statements contained in said proposal or bid are true.

(SIGNATURE OF BIDDER IF AN INDIVIDUAL)

(SIGNATURE OF BIDDER IF A PARTNERSHIP)

(SIGNATURE OF BIDDER IF A CORPORATION)

(SIGNATURE OF BIDDER IF A LIMITED LIABILITY COMPANY)

SUBSCRIBED AND SWORN TO THIS _______ DAY OF _____________, 2017 NOTARY PUBLIC MY COMMISSION EXPIRES:

SECTION 00 04 10.2 STATEMENT OF BIDDER’S QUALIFICATIONS


MUST BE SUBMITTED WITH YOUR BID ALL QUESTIONS MUST BE ANSWERED AND THE DATA GIVEN MUST BE CLEAR AND COMPREHENSIVE. IF NECESSARY, ADD A SEPARATE SHEET. NAME OF BIDDER: CONTACT PERSON: __________________________________________________________________ PERMANENT OFFICE ADDRESS: PHONE NO. ____________________________ FAX NO. _________________________________ WHEN COMPANY OR ENTITY ORGANIZED: WHERE COMPANY OR ENTITY WAS FORMED: HOW MANY YEARS HAS THE COMPANY OR ENTITY BEEN ENGAGED IN THIS BUSINESS: GENERAL CHARACTER OF WORK PERFORMED BY THE COMPANY OR ENTITY: IRS TAX IDENTIFICATION NO.: CONTRACTOR’S STATE LICENSE NO.: Attach copy of Contractor’s License per Section 000810 Supplemental Conditions, 19.0. Tacoma Housing Authority is looking for qualified contractors who have completed work similar to exterior painting on residential properties. Submit a list of Three Projects showing your experience in managing and coordinating this type of project. NAME OF PROJECT: Location: NAME OF OWNER: SERVICES PROVIDED: COMPLETION DATE: CONTACT NAME AND PHONE NUMBER:



************************************************************************************************************************* NAME OF PROJECT: Location: NAME OF OWNER: SERVICES PROVIDED: COMPLETION DATE: CONTACT NAME AND PHONE NUMBER: ************************************************************************************************************************* NAME OF PROJECT: Location: NAME OF OWNER: SERVICES PROVIDED: COMPLETION DATE: CONTACT NAME AND PHONE NUMBER:

MUST BE SUBMITTED WITH YOUR BID Explain your company’s experience and training with multi-culture / ethnic populations or personnel assigned to the project.



Explain how your company will manage, coordinate and staff this project to meet the proposed schedule.

Exterior Painting of Residential Buildings in Salishan (Sal 1 -Sal 6)- Tacoma Housing Authority Page No. 1

SECTION 00500

CONTRACT FORM AGREEMENT BETWEEN OWNER AND CONTRACTOR

ON THE BASIS OF A STIPULATED SUM

THIS AGREEMENT made as of the day of , 2017 by and between THE HOUSING AUTHORITY OF THE CITY OF TACOMA (hereinafter called OWNER) and _ _______ (Herein after called CONTRACTOR). WITNESSETH THAT OWNER AND CONTRACTOR in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1.0 WORK. The CONTRACTOR shall furnish all labor, materials, equipment,

services, permits, complete supervision, clean-up, and all other work described in the Contract Documents (Project WA: 5-TC-SAL1 – Sal 6-03-17), except to the extent specifically indicated in the Contract Documents to be the responsibility of others, for the exterior painting for the addresses listed on Exhibit C..

All required work shall be performed in strict accordance with the Project Manual dated June 15, 2017, as prepared by the Owner, manufacturer’s specifications, and all applicable building codes and ordinances.

Article 2.0 CONTRACT TIME. The work will be substantially complete within the time frame

indicated on the bid form. These are calendar days for all buildings, per Sal, after the date a written Notice to Proceed has been issued by the Owner. For liquidated damages relating to failure to complete on time, see paragraph I of the Bid Form.

Article 3.0 CONTRACT PRICE. The OWNER shall pay CONTRACTOR for performance of

the work in accordance with the Contract Documents in current funds as follows: BASE BID TOTAL: BASE BID for all work described in the Contract Documents for the Exterior Painting of Seventeen Single Family Buildings (Sal 1) at the following address:




___________________________________________ $_____________

___________________________________________ $_____________


___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

Sales Tax 10.1% ($___________) GRAND TOTAL (All the Above) DOLLARS, ($ )


Article 4.0 APPLICATIONS FOR PAYMENT. CONTRACTOR shall submit Applications for

Payment in accordance with the General Requirements as amended by the ADDITIONAL REQUIREMENTS. Applications for Payment will be reviewed as provided in the General Requirements.


Article 5.0 PROGRESS AND FINAL PAYMENTS. Payments to the CONTRACTOR will be

made on a monthly basis to reflect amount of work completed. Retainage will be withheld as stipulated in the Contract Documents.

Article 6.0 CONTRACT DOCUMENTS. The Contract Documents which comprise the

contract between the OWNER and CONTRACTOR are attached hereto and made a part hereof and consist of the following:

1. This Agreement (Section 00500 Contract Form) 2. Contractor’s Bid (Section 00300 Bid Form)

3. Subcontractor’s List (Section 00300.1) 4. Notice to Bidders (Section 00030) 5. Instructions to Bidders/Supplement (Section 00120) 6. Bid Bond (Section 00410) 7. Non-Collusion Affidavit (Section 00410.1) 8. Statement of Bidder’s Qualifications (Section 00410.2) 9. Performance and Payment Bond (Section 00610) 10. General Requirements (Section 00700) 11. Additional Requirements (Section 00810) 12. Special Conditions I (Section 00810.1) 13. Special Conditions II (Section 00810.2) 14. Section 3 Regulations 15. Excise Tax Bulletin (Section 00920) 16. Certificate of Insurance Requirements 17. Wage Determination (State Prevailing Wage for Pierce County) 18. Project Manual (Division 1- General Requirements; Division 2; Selective

Demolition, Division 7-Thermal Protection and Waterproofing 19. Addendum/Addenda 20. Any Modifications, including Change Orders, duly delivered after

execution of this Agreement. Article 7.0 MISCELLANEOUS 1. Terms used in this Agreement which are defined in Article 1 of the

General Conditions shall have the meanings indicated in the General Conditions.

2. Neither OWNER nor CONTRACTOR shall, without the prior written consent of the other, assign or sublet in whole or in part his interest under any of the contract documents; and, specifically, CONTRACTOR shall not assign any moneys due or to become due without the prior written consent of the OWNER.

3. OWNER and CONTRACTOR each binds himself, his partners, successors, assigns, and legal representatives to the other party hereto in respect to all covenants, agreements, and obligations contained in the contract documents.

4. The contract documents constitute the entire agreement between OWNER and CONTRACTOR and may only be altered, amended, or repealed by a duly executed written instrument.

Article 8.0 PREVAILING WAGES. Any prevailing wage rate (including basic hourly rate and

fringe benefits) determined under the State or tribal law to be prevailing


with respect to an employee in any trade or position employed under the contract.

Article 9.0 INDEMNIFICATION 9.1 Contractor hereby releases and shall indemnify, defend, and hold harmless

Authority, its subsidiaries, affiliates, officers, agents, employees, successors, assigns, and authorized representatives of all of the foregoing (individually each an “Indemnified Party” and collectively the “Indemnified Parties”) from and against any and all suits, actions, legal or administrative proceedings, claims, demands, damages, liabilities, interest, attorney fees, costs, and expenses of any kind or nature, including but not limited to those arising out of injury to or death of Contractor’s employees, whether arising before or after completion of the work hereunder, in any manner directly or indirectly arising out of, or claimed to arise out of in whole or in party any act, omission, fault, or negligence of Authority, Contractor, and/or Contractor’s sub-contractors of any tier, and/or anyone acting under its/their direction of control, or on its/their behalf (collectively, “those for whom Contractor is responsible”) in connection with or incidental to the performance of this contract (“Indemnity Claims”). Contractor’s aforesaid release, indemnity, and hold harmless obligation, shall apply even in the event of the concurrent of fault, negligence, or strict liability of the Indemnified Parties to the fullest extent permitted by law. Provided, however, that (i) in no event shall Contractor be obligated to release, indemnify, defend or hold harmless Indemnified Party(ies) against Indemnity Claims caused by or resulting from the sole negligence of an Indemnified Party(ies); and (ii) with respect to release, indemnity, defense and hold harmless obligations against Indemnity Claims caused by or resulting from the concurrent negligence of (a) Indemnified Party(ies) on the one hand, and of (b) Contractor and those for whom Contractor is responsible on the other hand, Contractor’s release, indemnity, defense and hold harmless obligations extend only to the extent caused by the negligence of Contractor and those for whom Contractor is responsible.

For the sole purpose of effecting the release, indemnity, defense and hold harmless obligations hereunder and not for the benefit of the Contractor’s employees or any third parties unrelated to an Indemnified Party, the Contractor specifically and expressly waives any immunity that may be granted it under any applicable Workers’ Compensation Act, disability benefit acts or other employee benefit acts (Title 51 RCW or otherwise). The release, indemnity, defense and hold harmless obligations hereunder shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable to or for any third party under worker compensation acts, disability benefit acts or other employee benefit acts.

THE AUTHORITY AND THE CONTRACTOR ACKNOWLEDEGE THTAT THE ABOVE WAIVER WAS MUTUALLY NEGOTIATED BY THE PARTIES. INITIALS OF AUTHORIZED OFFICER OF THE AUTHORITY: (___) INITIALS OF AUTHORIZED OFFICER OF THE CONTRACTOR: (___)


If any portion of this release, indemnity, defense and hold harmless clause is invalid or unenforceable, it shall be deemed excised and the remaining portions of the clause shall be given full force and effect.

[The parties agree that Contactor is an independent contractor and the Authority has no right of control over employees engaged by the Contractor.]

The Contractor agrees to require all its subcontractors of every tier or anyone acting under its/their direction, control, or on its/their behalf in connection with, or incidental to the performance of this contract to execute an indemnity clause identical to the preceding clause, specifically naming the Indemnified Parties as indemnitees.

9.2 In addition, the Contractor shall upon demand of THA and at Contractor's sole

cost and expense, defend and provide qualified attorneys acceptable to THA under service contracts acceptable to THA to defend THA, its officers, elected officials, appointed officials, employees, subcontractors, agents, representatives, volunteers and/or servants against any and all claims, causes of action, suits, demands, damages, penalties, charges, liabilities, losses, awards of damages, or judgments, of whatsoever character or kind, arising or resulting, directly or indirectly, or in any way connected with: (1) the performance or nonperformance of any provision or requirement of this Contract by Contractor, its officers, partners, members, representatives, employees, subcontractors, agents and/or servants; (2) any of the acts or omissions of Contractor, its officers, partners, members, representatives, employees, subcontractors, agents and/or servants at or in connection with the Project; (3) the failure of Contractor, its officers, partners, members, representatives, employees, subcontractors, agents and/or servants to comply in any respect with the provisions and requirements of all applicable permits, licenses, laws, statutes, regulations, ordinances, codes, orders and all other legal requirements of federal, state, regional, county and local government authorities and agencies having jurisdiction over the facilities or relevant activities of the Contractor, its officers, partners, members, representatives, employees, subcontractors, agents and/or servants; or (4) any release or emission, or threatened release or emission by any person, entity or entities at, onto, into, above, under, through or from any of the facilities.

9.3 The term "claims" as used in this Article shall mean all claims, lawsuits, causes

of action, damages, penalties, charges, judgments, losses, liabilities of any character or kind and other legal actions and proceedings of whatsoever nature, including but not limited to claims, lawsuits, causes of action, damages, penalties, charges, judgments, losses, liabilities of any character or kind and other legal actions and proceedings involving bodily or personal injury or death of any person or damage to any property (including but not limited to persons employed by THA, the Contractor or any other person and all property owned or claimed by THA, the Contractor, any affiliate of the Contractor or any other


person). The term "claims" or "losses" as used in this Article shall not include claims or losses (as defined above) (a) initiated by the County against its own officers, employees, subcontractors, agents or servants, or (b) arising from THA's sole gross negligence or intentional wrongful acts or omissions.

9.4 The obligations of the Contractor pursuant to the Contract shall apply to all

losses or claims, or both, that result from, arise out of, or are related to any event, occurrence, condition or relationship, whether such losses or claims, or both, are asserted. THA shall not be liable to the Contractor for, and the Contractor hereby releases THA from, all liability for any injuries, damages or destruction to all or any part or parts of any property owned or claimed by the Contractor that directly or indirectly results from, arises out of or relates to the Project or any part thereof, except where that liability arises from THA's sole gross negligence or intentional wrongful acts or omissions.

9.5 In case any action shall be brought against THA in respect of which indemnity

may be sought against the Contractor, THA shall promptly notify the Contractor in writing and the Contractor shall have the right to assume the investigation and defense thereof, including the employment of counsel and the payment of all expenses. THA shall have the right to employ separate counsel in any such action and participate in the investigation and defense thereof, but the fees and expenses of such counsel shall be paid by THA unless the employment of such counsel has been authorized by the Contractor and the Contractor shall control the defense of claims against which it is providing indemnity pursuant to the Contract.

9.6 Should a court of competent jurisdiction determine that this Contract is subject to

RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to Persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and THA, the Contractor shall indemnify THA pursuant to the Contract to the full extent of the Contractor's negligence.

9.7 It is further specifically and expressly understood that the indemnification

provided herein constitutes the Contractor's waiver of immunity under industrial insurance, Title 51 RCW, solely for the purposes of this indemnification. The Parties have mutually negotiated this waiver.

9.8 The Contractor shall pay all royalties and license fees. The Contractor shall

defend all suits or claims for any and all infringements of any patents which may occur in the Contractor's performance of this Contract and shall indemnify and hold THA harmless from loss on account thereof.

9.9 THA shall have the sole and exclusive discretion to appear or not appear in

defense of any claims arising out of the Contract. 9.10 The Parties do not under this Contract waive or surrender any indemnity


available under any federal, regional, state or local law; except pursuant to Section 6.7 above, together with any other exceptions included in the Contract Documents. This Article shall survive termination or expiration of this Contract.

IN WITNESS WHEREOF, the parties hereto have executed this agreement the day and year first above written. SALISHAN ONE, LLC _____________ BY: BY: (Managing Partner) ATTEST: ATTEST:

END OF SECTION


SECTION 00500

CONTRACT FORM AGREEMENT BETWEEN OWNER AND CONTRACTOR

ON THE BASIS OF A STIPULATED SUM

THIS AGREEMENT made as of the day of , 2017 by and between THE HOUSING AUTHORITY OF THE CITY OF TACOMA (hereinafter called OWNER) and _ _______ (Herein after called CONTRACTOR). WITNESSETH THAT OWNER AND CONTRACTOR in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1.0 WORK. The CONTRACTOR shall furnish all labor, materials, equipment,

services, permits, complete supervision, clean-up, and all other work described in the Contract Documents (Project WA: 5-TC-SAL1 – Sal 6-03-17), except to the extent specifically indicated in the Contract Documents to be the responsibility of others, for the exterior painting for the addresses listed on Exhibit C..

All required work shall be performed in strict accordance with the Project Manual dated June 15, 2017, as prepared by the Owner, manufacturer’s specifications, and all applicable building codes and ordinances.

Article 2.0 CONTRACT TIME. The work will be substantially complete within the time frame

indicated on the bid form. These are calendar days for all buildings, per Sal, after the date a written Notice to Proceed has been issued by the Owner. For liquidated damages relating to failure to complete on time, see paragraph I of the Bid Form.

Article 3.0 CONTRACT PRICE. The OWNER shall pay CONTRACTOR for performance of

the work in accordance with the Contract Documents in current funds as follows: BASE BID TOTAL: BASE BID for all work described in the Contract Documents for the Exterior Painting of Seventeen Single Family Buildings (Sal 1) at the following address:




___________________________________________ $_____________

___________________________________________ $_____________


___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

___________________________________________ $_____________

Sales Tax 10.1% ($___________) GRAND TOTAL (All the Above) DOLLARS, ($ )


Article 4.0 APPLICATIONS FOR PAYMENT. CONTRACTOR shall submit Applications for

Payment in accordance with the General Requirements as amended by the ADDITIONAL REQUIREMENTS. Applications for Payment will be reviewed as provided in the General Requirements.


Article 5.0 PROGRESS AND FINAL PAYMENTS. Payments to the CONTRACTOR will be

made on a monthly basis to reflect amount of work completed. Retainage will be withheld as stipulated in the Contract Documents.

Article 6.0 CONTRACT DOCUMENTS. The Contract Documents which comprise the

contract between the OWNER and CONTRACTOR are attached hereto and made a part hereof and consist of the following:

1. This Agreement (Section 00500 Contract Form) 2. Contractor’s Bid (Section 00300 Bid Form)

3. Subcontractor’s List (Section 00300.1) 4. Notice to Bidders (Section 00030) 5. Instructions to Bidders/Supplement (Section 00120) 6. Bid Bond (Section 00410) 7. Non-Collusion Affidavit (Section 00410.1) 8. Statement of Bidder’s Qualifications (Section 00410.2) 9. Performance and Payment Bond (Section 00610) 10. General Requirements (Section 00700) 11. Additional Requirements (Section 00810) 12. Special Conditions I (Section 00810.1) 13. Special Conditions II (Section 00810.2) 14. Section 3 Regulations 15. Excise Tax Bulletin (Section 00920) 16. Certificate of Insurance Requirements 17. Wage Determination (State Prevailing Wage for Pierce County) 18. Project Manual (Division 1- General Requirements; Division 2; Selective

Demolition, Division 7-Thermal Protection and Waterproofing 19. Addendum/Addenda 20. Any Modifications, including Change Orders, duly delivered after

execution of this Agreement. Article 7.0 MISCELLANEOUS 1. Terms used in this Agreement which are defined in Article 1 of the

General Conditions shall have the meanings indicated in the General Conditions.

2. Neither OWNER nor CONTRACTOR shall, without the prior written consent of the other, assign or sublet in whole or in part his interest under any of the contract documents; and, specifically, CONTRACTOR shall not assign any moneys due or to become due without the prior written consent of the OWNER.

3. OWNER and CONTRACTOR each binds himself, his partners, successors, assigns, and legal representatives to the other party hereto in respect to all covenants, agreements, and obligations contained in the contract documents.

4. The contract documents constitute the entire agreement between OWNER and CONTRACTOR and may only be altered, amended, or repealed by a duly executed written instrument.

Article 8.0 PREVAILING WAGES. Any prevailing wage rate (including basic hourly rate and

fringe benefits) determined under the State or tribal law to be prevailing


with respect to an employee in any trade or position employed under the contract.

Article 9.0 INDEMNIFICATION 9.1 Contractor hereby releases and shall indemnify, defend, and hold harmless









cost and expense, defend and provide qualified attorneys acceptable to THA under service contracts acceptable to THA to defend THA, its officers, elected officials, appointed officials, employees, subcontractors, agents, representatives, volunteers and/or servants against any and all claims, causes of action, suits, demands, damages, penalties, charges, liabilities, losses, awards of damages, or judgments, of whatsoever character or kind, arising or resulting, directly or indirectly, or in any way connected with: (1) the performance or nonperformance of any provision or requirement of this Contract by Contractor, its officers, partners, members, representatives, employees, subcontractors, agents and/or servants; (2) any of the acts or omissions of Contractor, its officers, partners, members, representatives, employees, subcontractors, agents and/or servants at or in connection with the Project; (3) the failure of Contractor, its officers, partners, members, representatives, employees, subcontractors, agents and/or servants to comply in any respect with the provisions and requirements of all applicable permits, licenses, laws, statutes, regulations, ordinances, codes, orders and all other legal requirements of federal, state, regional, county and local government authorities and agencies having jurisdiction over the facilities or relevant activities of the Contractor, its officers, partners, members, representatives, employees, subcontractors, agents and/or servants; or (4) any release or emission, or threatened release or emission by any person, entity or entities at, onto, into, above, under, through or from any of the facilities.


of action, damages, penalties, charges, judgments, losses, liabilities of any character or kind and other legal actions and proceedings of whatsoever nature, including but not limited to claims, lawsuits, causes of action, damages, penalties, charges, judgments, losses, liabilities of any character or kind and other legal actions and proceedings involving bodily or personal injury or death of any person or damage to any property (including but not limited to persons employed by THA, the Contractor or any other person and all property owned or claimed by THA, the Contractor, any affiliate of the Contractor or any other


person). The term "claims" or "losses" as used in this Article shall not include claims or losses (as defined above) (a) initiated by the County against its own officers, employees, subcontractors, agents or servants, or (b) arising from THA's sole gross negligence or intentional wrongful acts or omissions.















IN WITNESS WHEREOF, the parties hereto have executed this agreement the day and year first above written. SALISHAN ONE, LLC _____________ BY: BY: (Managing Partner) ATTEST: ATTEST:

END OF SECTION

SECTION 00 06 10 PERFORMANCE BOND AIA DOCUMENT A312a, 1984 EDITION


A. REFERENCED DOCUMENT:

Performance Bond and Payment Bond

AIA Document A312a 1984 EDITION

B. REQUIREMENT:

The above-referenced Performance Bond and Payment Bond (6 Pages) is hereby made a part of this Contract as though fully set forth herein. These forms shall be amended as necessary to comply with Chapter 39 RCW. The Contractor bidding work on this Project shall be presumed to be fully familiar with the provisions of the referenced document thus eliminating the necessity of incorporating the entire document herein for the purposes of submitting his Proposal. We have only referenced AIA Document A312a in this Project Manual. However, the total Document shall be incorporated into the actual Construction Contract Document.

C. REVIEW OF DOCUMENTS:

For those Contractors who may be unfamiliar with the above-referenced document, it shall be his sole responsibility to review this document and acquaint himself with its conditions and requirements prior to submitting his Proposal. The reference document may be reviewed at the following two (2) locations, as well as others:

1. THE AMERICAN INSTITUTE OF ARCHITECTS (AIA)

Seattle Chapter 1911 First Avenue Seattle, Washington 98101

Telephone: (206) 448-4938

2. THE AMERICAN INSTITUTE OF ARCHITECTS (AIA) Portland Chapter 215 Southwest First Portland, Oregon 97204

Telephone: (503) 223-8757

END OF REFERENCE

GENERAL REQUIREMENTS

Prepared by Tacoma Housing Authority

Section 000700 General Requirements


1. OWNER’S SATISFACTION All work under this agreement shall be done to the complete satisfaction of the

Owner. The decision of the Owner as to the true performance of the work, meaning of the work, meaning of the agreement, plans and all estimates shall be final. Nothing contained in the contract shall be construed as requiring the Owner to direct the method or manner of performing the work.

2. INTENT OF CONTRACT The intent of the contract is to prescribe a complete work or improvement which the

Contractor undertakes to do, in full compliance with the provisions and requirements of the Contract. The Contractor for all or any part shall furnish all labor, materials, tools equipment, transportation, necessary supplies and incidentals required to make each and every item complete as contemplated by the contract. Any deviation fro these requirements must be stipulated in the special provisions.

The contract is intended to specify and control the completed work. It is not

intended to control the method of performing the work. The Contractor shall be responsible for the methods of performing and installing the work and any suggestions included in the contract or given by the Owner shall be considered to be advisory only.

Work to be performed by the Contractor shall include all work reasonably infer able

from the contract documents as being necessary to produce the intended results, even if not specifically mentioned in said contract documents.

3. CHANGES IN THE WORK The Owner reserve the right to make such alternations in the plans or in the scope

of work as may be considered necessary. Such alternations shall be submitted in writing to the Contractor by the Owner and shall not be considered as a waiver of any conditions of the Contract nor to invalidate any of the provisions thereof; provided, however, that the execution of a supplemental agreement (change order) acceptable to both parties of the contract will be necessary before any alternation is made which involves an extension or shortening of the length of the project or an increase or decrease of the total cost of the work.

When an alteration requires the execution of a supplemental agreement, the

agreement shall be fully executed before any work on the alteration is started. 4. INSPECTION OF WORK AND MATERIALS The Contractor shall perform such tests, examinations, inspections and quality

surveillance of the work as will ensure that the work is progressing and is being



completed in strict accordance with this Contract. Defective work or materials may be rejected by the Owner any time before final

acceptance of the work. Notice of such rejection shall be given in writing by the Owner. Such rejection shall be corrected immediately, with no extension of contract time. Failure or negligence on the part of the Owner to reject unsatisfactory material or inferior workmanship shall in no way release the Contractor, nor shall it be construed to mean the acceptable of such work, nor shall the final acceptance bar the Owner from recovering damages in case fraud was practiced, or for defective work resulting from the Contractor’s dishonesty or incompetence.

The Owner may employ assistance to inspect and test materials and equipment

used and work done for compliance with contract documents and with laws, codes and regulations. Such inspections may extend to any or all parts of the work and to the preparation or manufacture of the materials to be used.

The assistants will not be authorized to revoke, alter, enlarge or relax the provisions

of these specifications. The assistants are placed on the work to keep the Owner informed as to the process of the work and the manner in which it is being done; also to call the attention of the Contractor to any infringements upon plans or specifications; but failure of the assistants or the Owner to call the attention of the Contractor to faulty work or infringements upon the plans or specifications shall not constitute acceptance of said work.

The assistants will not be authorized to issue instructions contrary to the plans and

specifications. The assistants will have authority to reject defective material and to suspend any work that is being improperly done, subject to the final decision of the Owner. The assistants will exercise such additional authority as may, from time to time, be especially delegated to them by the Owner.

Work done contrary to or regardless of the instructions of the Owner or any

deviation made from the plans and specifications without written authority will be considered unauthorized and at the expense of the Contractor, and will not be measured or paid for by the Owner. Any and all work so done may be ordered removed and replaced immediately at the Contractor’s expense with no extension of contract time.

5. SALVAGE The Owner shall have first right of refusal on salvage or surplus materials. All

material refused by the Owner shall be disposed off site by the Contractor at the Contractor’s expense.



6. CONTRACTOR SUPERINTENDENCE AND QUALITY OF MATERIALS,

EQUIPMENT AND WORKMEN All material shall be new. All machinery and equipment shall be adequate for the purpose used and shall be

kept in good workable and be operated by experience operators. The Contractor shall at all times employ workers who are skilled in their respective

lines. Incompetent, careless or negligent employees or agents shall be forthwith discharged by the Contractor upon written request of the Owner, and failure to comply with such request shall be sufficient grounds for termination of the contract.

The Contractor shall provide at all times during the progress of the work, competent

and necessary superintendence. During the Contractor’s absence, the superintendent shall have full authority to execute the orders or directions of the Owner without delay and to promptly supply such materials, tools, plant equipment and labor as may be required.

All work under the contract shall be performed under the continuous supervision of

competent personnel thoroughly experienced in the class of work specified. The lack of proper supervision by the Contractor or by his supervisory personnel shall be just cause for termination of the contract.

7. LAWS, ORDINANCES, CODES AND REGULATIONS The Contractor shall comply with all Federal, State and local laws, ordinances,

codes and regulations which in any manner might affect those engaged or employed in the work, the materials, equipment or procedures used in the work, or which in any other way would affect the conduct of the work. The Contractor shall indemnify and save harmless the Owner against any claim arising from the violation of any such laws, ordinances and regulations.

State laws pertaining to this project include, but are not limited to: Chapter 18.27 RCW - relating to registration of contractors. Chapter 39.08 RCW - relating to contractor’s bond. Chapter 39.12 RCW - relating to prevailing wages on public works. No worker may be paid less than the prevailing minimum hourly wage rate

established by the State of Washington Department of Labor and Industries. The Contractor shall be responsible to contact the Department of Labor and

Industries to verify the current list of prevailing minimum hourly wage rates applicable to all trades required to complete this contract.



Chapter 39.16 RCW - relating to resident employees. Chapter 39.25 RCW - relating to offshore items. Chapter 49.26 RCW - relating to hours of labor. Chapter 49.60 RCW - relating to law against discrimination. Chapter 60.28 RCW - relating to retained percentages. Chapter 70.92 RCW - relating to provisions for the ages and physically

handicapped. The Contractor shall also satisfy all authorities having jurisdiction and, where

necessary, obtain such permits as may be required. Time delays or additional costs caused by compliance with any law or regulation

shall not be cause for time extension or extra payment by the Owner. 8. PERFORMANCE AND PAYMENT BOND (SEE SECTION 00610) [FOR CONTRACTS OVER $25,000.00] The Contractor shall, at the time of

delivery of the executed contract, furnish the Owner a corporate surety bond in the amount of the contract price plus sales taxes for the faithful performance of the Contract, as conditioned below. The surety must be authorized to do business in the State of Washington and be satisfactory to the Owner. Each bond shall be in the form of a Public Works Contract Bond, State of Washington.

The contract bond furnished by the contractor shall be payable to the Owner in the

full the contract price plus sales taxes for the faithful performance of the contract, as conditioned below. The surety must be authorized to do business in the State of Washington and be satisfactory to the Owner. Each bond shall be in the form of a Public Works Contract Bond, State of Washington.

The contract bond furnished by the Contractor shall be payable to the Owner in the

full and just sum of the total amount of the contract plus sales taxes, conditioned that all the provisions of the contract shall be faithfully performed by the Contractor, or the surety if so required, and shall indemnify the Owner against any direct or indirect damages that shall be suffered or claimed, for injuries to persons or property, during the carrying out of the work of the contract, and further conditioned as required by law for the payment of all laborers, mechanics, subcontractors and material men, and all persons who shall supply such person or persons or subcontractors with provisions or supplies for carrying on of such work. If the Owner shall have reason to believe that the security on said bond has become impaired since the execution thereof, or is insufficient, he may require the Contractor to furnish other or additional security. The Bid bond must be from an approved surety company. See section entitled APPROVED SURETY COMPANIES.

The bidder shall submit with his bid an appropriate surety’s consent by a surety

company qualified to do business in the State of Washington binding itself to



become surety for the full and faithful performance of the contract in an amount equal to 100% of the contract price. The Consent of Surety shall be for the protection of all persons furnishing materials and/or labor fulfilling the contract. The Consent of Surety must be from an approved surety company. See APPROVED SURETY COMPANIES of this section for more information.

APPROVED SURETY COMPANIES: A. The Federal Register (Dept. Circular 570), Part II Department of Treasury “Surety

Companies Acceptable on Federal Bonds; Annual List; Notice” containing a list of all approved surety companies is available for review at THA. The Consent of Surety, Bid, Performance and Payment Bonds must be obtained from the list of approved companies.

B. Surety companies, which do not appear on the list, are not acceptable. C. Bids will be rejected if a non-approved surety company is submitted.

9. ACCIDENT PREVENTION Precaution shall be exercised at all times by the Contractor for the protection of

persons, employees and property. The safety provisions of applicable laws and local buildings and construction codes shall be observed. The operations of the Contractor for the protection of persons, and for guarding against hazards of machinery and equipment, shall meet the requirements of state law and all safety regulations as set out in “Safety Standard for Construction” and “General Safety Standards,” published and in effect at the time of call for bids. These publications may be obtained from the Department of Labor and Industries, Olympia, Washington.

The requirements of the Washington Industrial Safety and Health Act of 1973

(WISHA) shall apply to all operations. The Contractor will be solely and completely responsible for conditions of the job

site, including safety of all persons and property during performance of the work. This requirement will apply continuously and not be limited to normal working hours. The duty of the Owner to conduct construction observations of the Contractor’s performance is not intended to include review of the adequacy of the Contractor’s safety measures, in, on or near the construction site. It shall be the Contractor’s responsibility to comply with “Safety and Health Regulation for Construction”, Volume 36, No. 75, Part II of the Federal Register by the U.S. Department of Labor. The Contractor shall be responsible for providing all such safety inspector for interpretation whenever in doubt as to whether safe conditions do or do not exist or whether he is or is not in compliance with state or federal regulations.



10. HAZARDOUS CHEMICALS The Contractor shall submit to the Owner a list of all hazardous chemicals to be

brought by the Contractor or its subcontractors onto the Owner’s property. 11. SEPARATE CONTRACTS The Owner reserves the right to award separate contracts in connection with other

work on the site. The Contractor shall afford separate contractors reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall coordinate its work with theirs as necessary.

Should the Contractor wrongfully cause damage to the work or property of any

separate contractor, the Contractor shall, upon due notice, promptly attempt to settle with such other contractor, by agreement or otherwise, to resolve the dispute.

12. INDEMNIFICATION 12.1 Contractor hereby releases and shall indemnify, defend, and hold harmless










cost and expense, defend and provide qualified attorneys acceptable to THA under service contracts acceptable to THA to defend THA, its officers, elected officials, appointed officials, employees, subcontractors, agents, representatives, volunteers and/or servants against any and all claims, causes of action, suits, demands, damages, penalties, charges, liabilities, losses, awards of damages, or judgments, of whatsoever character or kind, arising or resulting, directly or indirectly, or in any way connected with: (1) the performance or nonperformance of any provision or requirement of this Contract by Contractor, its officers, partners, members, representatives, employees, subcontractors, agents and/or servants; (2) any of the acts or omissions of Contractor, its officers, partners, members, representatives, employees, subcontractors, agents and/or servants at or in connection with the Project; (3) the failure of Contractor, its officers, partners, members, representatives, employees, subcontractors, agents and/or servants to comply in any respect with the provisions and requirements of all applicable permits, licenses, laws, statutes, regulations, ordinances, codes, orders and all other legal requirements of federal, state, regional, county and



local government authorities and agencies having jurisdiction over the facilities or relevant activities of the Contractor, its officers, partners, members, representatives, employees, subcontractors, agents and/or servants; or (4) any release or emission, or threatened release or emission by any person, entity or entities at, onto, into, above, under, through or from any of the facilities.


of action, damages, penalties, charges, judgments, losses, liabilities of any character or kind and other legal actions and proceedings of whatsoever nature, including but not limited to claims, lawsuits, causes of action, damages, penalties, charges, judgments, losses, liabilities of any character or kind and other legal actions and proceedings involving bodily or personal injury or death of any person or damage to any property (including but not limited to persons employed by THA, the Contractor or any other person and all property owned or claimed by THA, the Contractor, any affiliate of the Contractor or any other person). The term "claims" or "losses" as used in this Article shall not include claims or losses (as defined above) (a) initiated by the County against its own officers, employees, subcontractors, agents or servants, or (b) arising from THA's sole gross negligence or intentional wrongful acts or omissions.
















13. PERSONAL LIABILITY OF PUBLIC OFFICIALS No officer or representative of the Owner shall be personally responsible for any

liability arising under or growing out of the contract. 14. PERMITS AND FEES The building permits are waived for this project. Contractor shall secure all

additional permits and or governmental fees necessary for the proper execution and completion of the work. The Owner’s payment for such costs shall not be construed to constitute approval or acceptance by the Owner of the contents of any permits, plans, specifications or other information submitted to any authority having jurisdiction over the Project. Fees charged by the State of Washington for approval of the “Statement of Intent to Pay Prevailing Wages” forms and certification of the “Affidavit of Wages Paid” forms shall be paid by the Contractor and should accompany the submitted forms.

15. USE OF PREMISES The Contractor shall confine its equipment, storage of materials and operation of

work to the limits indicated by law, ordinances, permits or direction of the Owner, and shall not unreasonably encumber the premises with his materials. The Contractor shall comply with the Owner’s instructions regarding signs, advertisements, fires and smoking.

The Contractor shall be sole responsible for materials and equipment stored on the

site. The type and extent of security provided shall be at the Contractor’s



discretion. Locate material, equipment, Contractor’s machinery, etc. as directed by the Owner.

Contractor shall provide all needed utilities and services such as water, electric power, phone, and gas during contract period.

16. CONFINE OPERATIONS WITHIN RIGHTS OF WAY AND EASEMENTS Property lines, limits of easements, and limits of construction permits are indicated

on the plans and it shall be the Contractor’s responsibility to confine its construction activities within these limits, unless it makes arrangements for use of private property. Before using any private property adjoining the work, the Contractor shall file with the Owner a written permission of the property Owner, and upon vacating the premises the Contractor shall furnish the Owner with a release from all damages, properly executed by the property Owner.

17. CONSTRUCTION SCHEDULE After being awarded the contract and having been duly notified of the same, the

Contractor, shall immediately prepare and submit to the Owner for approval a progress schedule which will insure the completion of the project within the time specified. On the schedule indicate each major category or unit of work to be performed at the site, property sequenced and coordinated with other elements of work Show all submittal and inspection dates required by the contract. The schedule shall be updated monthly and attached to each payment application. The updated schedule shall how as-built progress and any approved modifications to the date of substantial completion. Failure to submit the required schedules will result in delayed payment application approval. Adequate equipment and forces shall be made available by the Contractor to start work immediately upon order of the Owner and to carry out the schedule to completion of the contract within the time specified.

18. NOTICE TO PROCEED AND PROSECUTION OF THE WORK Written Notice to Proceed shall be given after the contract has been executed and

the performance bond and all required insurances have been filed with, and approved by the Owner. The Contractor shall not commence work under the contract until such written notice has been given by the Owner.

The Contractor shall begin work and shall prosecute the work vigorously and

continuously to completion except when it is physically impossible to do so on account of weather conditions or other unavoidable handicaps.

The necessity of discontinuing and resuming work on any portion of the contract

shall be determined by the Owner.



19. TIME TO COMPLETE AND LIQUIDATED DAMAGES The Contract shall be completed within the time limits stated in the contract

documents, under Article 2. The time limits shall be measured in consecutive calendar days, not working days. The time schedules shall commence on the starting date stated in the Notice to Proceed and work shall be completed as provided in the contract documents.

The Contractor is delayed at any time in the progress of the work by labor dispute,

fire, unusual delay in transportation, adverse weather conditions not reasonably anticipatable, unavoidable casualties , or any caused beyond the Contractor’s control, the Completion Date shall be extended by Change Order for such reasonable time as the Owner may determine.

The Owner shall have the right at its discretion to extend the time for completion of

the contract. Any extension of time requested by the Contractor for the consideration of the Owner shall be submitted in writing and shall be accompanied by the written consent to such extension by the surety on the bond.

Time for completion of the work as provided by the contract is admitted to have

been sufficiently advance to allow benefit to the Contractor from earlier completion of the work. Time, therefore, shall be of the essence of the contract.

The Contractor does hereby authorize the Owner to deduct such liquidated

damages, in the amount of $150.00 per day, from the amount due, or to become due, under the contract and any modifications thereto. The Contractor further agrees that any such deduction shall not in any degree release it from further obligations and liabilities in respect to the fulfillment of the entire contract and any modifications thereto.

20. FORFEITURE OF CONTRACT Should the Contractor at any time refuse or neglect to supply a sufficiency of

properly skilled workmen or of material of the proper quality or quality, or fail in any respect to prosecute the work with promptness and diligence, or fail in the performance of any of the agreements herein contained, the Owner may at its option, after giving ten (10) days written notice to the Contractor, provide such sufficiency of labor or materials and deduct the cost thereof from any moneys due or thereafter to become due under this contract.

In the event of such refusal, neglect, or failure, the Owner may, by written notice to

the Contractor and its surety or his representative, or, if the Contractor abandons the work undertaken under the contract, the Owner may, at its option with such written notice to the surety and without any written notice to the Contractor, transfer the employment of said work from the Contractor to the surety.



Upon receipt of such notice, the surety shall enter upon the premises and take possession of all materials, tools, and appliances thereon for the purpose of completing the work included under this contract, and employ by contract or otherwise, any person or persons to finish the work and provide the material therefore, without termination of the continuing full force and effect of the contract.

The case of such transfer of employment to the surety shall be paid in its own name

on estimates covering the work subsequently performed under the terms of the contract and according to the terms hereof, without any right of the Contractor to make any claim for the same or any part thereof. In lieu of the foregoing, if the Owner so elects, he may terminate the employment of the Contractor for said work and enter upon the premises and take possession of all materials, tools, equipment thereon for the purpose of completing the work included under the contract, and employ by contract or otherwise, any person or persons to finish the work and provide the materials therefore.

In the case of the discontinuance of employment by the Owner as aforesaid, the

Contractor shall not be entitled to receive any further balance of the amount to be paid under this contract until the work shall have been fully finished.

The Contractor shall be responsible for all details, quantities, dimensions, materials,

coordination of work with others, and performance of the work in a safe and satisfactory manner. The approval by the Owner of any drawings of any method of work proposed by the Contractor shall not relieve the Contractor of any of its responsibility for any errors therein and shall not be regarded as any assumption of risk or liability by the Owner or any officer or employee thereof, and the Contractor shall have no claim under the Contract on account of the failure or partial failure or inefficiency of any plan or method so approved. Such approval shall be considered to mean merely that the Owner has no objection to the Contractor’s using, upon its own full responsibility, the plans or method proposed.

21. SCOPE OF PAYMENT The Contractor shall accept the compensation, as herein provided, in full payment

for furnishing all materials, labor, tools and equipment necessary to the completed work and for performing all work contemplated and embraced under the contract; also for loss or damage arising from the nature of the work, or from the action of the elements, or from any unforseen difficulties which may be encountered during the prosecution of the work until the final acceptance by the Owner, and for all risks of every description connected with the prosecution of the work; also for all expenses incurred in consequence of the suspension of discontinuance of the work as herein specified; and for completing the work according to the plans and specifications.

Neither the payment of any estimate nor of any retained percentage shall relieve

the Contractor of any obligation to make good any defective work or material. Payment will be made only for materials actually incorporated in the work.



The contract prices for the various bid items of the contract shall be full

compensation for all labor, materials, supplies, equipment, tools and all things of whatsoever nature required for the complete incorporation of the item into the work the same as though the item were to read “In Place,” unless the plans and special provisions shall provide otherwise.

The Contractor shall submit a schedule of estimated breakdown of costs for lump

sum items in a form acceptable to the Owner before partial payments will be made for such items. This estimate breakdown of costs shall include items for the main classification of the work, and shall total the amount of the lump sum bid item. Partial payments for materials will be made only after such materials have been incorporated in the work. The values in the schedule will be used for determining partial payments, and so far as they apply, as a basis for payment for additional ordered work changes.

22. PROGRESS PAYMENTS, FINAL PAYMENT RETAINED PERCENTAGE Payments will be made for work and labor performed and materials furnished under

the contract according to the schedule of rates and prices and the specifications attached and made a part thereof. Partial payments under the contract will be made at the request of the Contractor once each month upon partial estimates, subject to approval by the Owner, provided they are in accordance with the provisions of RCW 60.28.010, except that no payment will be made until receipt by the Owner of the Statements of Intent to Pay Prevailing Wages of the Contractor and all subcontractors, if applicable, approved by the State Department of Labor and Industries. Submit payment requests on a form supplied by the Owner.

Quantities used for progress estimates shall be considered only as approximate

and provisional, and shall be subject to recalculation, adjustment and correction by the Owner in subsequent progress estimates and in final payment. Inclusion of any quantities in progress estimates, or failure to disapprove the work at the time of progress estimate, shall not be construed as acceptance of the corresponding work or materials.

There will be reserved and retained from monies earned by the Contractor as

determined by such monthly estimates, a sum equal to five (5) percent of such estimates. Payment of the retained percentage shall be withheld for a period of thirty (30) days following the final acceptance by the Owner, and shall be paid the Contractor at the expiration of said thirty (30) days in event no claims, as provided by law, have been filed against such funds; provided further that releases have been obtained from all material suppliers who supply materials or equipment for this work, the total price of which exceeds five hundred dollars ($500.00) and from all subcontractors; provided further that certifications have been obtained by the Owner from the State Department of Labor and Industries, Employment Security Department and also, except for contracts totaling less than $35,000.00, the



Department of Revenue, releasing their liens on the retainage; and provided further that the Affidavit of Wages Paid for the Contractor and all subcontractors, certified by the State Department of Labor and Industries, has been received by the Owner. In the event such claims are filed, the Contractor shall be paid such retained percentages less an amount sufficient to pay any such claims, together with a sum sufficient to pay the cost of such action, and to cover attorney fees a determined by the Owner.

For Contracts over $35,000, before the retainage will be released by the Owner, the

Owner will submit to Labor and Industries (L&I), Employment Security Department (ESD) and Department of Revenue (DOR) a Notice of Completion. These agencies will use the Affidavit of Wages Paid, submitted by the Contractor to verify the type of work performed and how many hours were worked on the project. Once the Contractor is cleared, they will issue a Certificate of Release to THA, as well as the Contractor, at which time the Owner will release the retainage.

23. OWNER’S RIGHT TO WITHHOLD CERTAIN AMOUNTS The Owner may withhold from payments to the Contractor, in addition to retained

percentage, such an amount or amounts as may be necessary to cover: A. Failure of the Contractor to make proper payments that may be earned or due

for just claims for labor or material furnished in and about the work; B. Defective work not remedied; C. Failure of the Contractor to make proper payments to a subcontractor; D. Reasonable doubt that this contract can be completed for the balance then unpaid; E. Damage to another Contractor, where there is evidence thereof.

F. Contractors failure to comply with required Administrative paperwork; i.e. filing of appropriate paperwork and forms.

The Owner will disburse and shall have the right to act as agent for the Contractor

in disbursing such funds as have been withheld pursuant to this paragraph to the party or parties who are entitled to payment there from. The Owner will render to the Contractor a proper accounting of all such funds disbursed in behalf of the Contractor.

24. ACCEPTANCE Acceptance shall be defined as final approval of the project only in that it has been

performed, cleaned up, and completed in accordance with plans and specifications. It is mutually agreed between the parties to the contract that acceptance of

completion of the project of the Owner and approved by the Owner’s Board of Directors, shall constitute final acceptance of the work and materials included in the



contract on the date of such approval. It is provided further that such approval shall not constitute an acceptance of any unauthorized work, that no payment shall be evidence of the performance of the contract, either wholly or in part, and that no payment shall constitute an acceptance of unauthorized or defective work or improper material.

The acceptance of the contract work shall not prevent the Owner from making claim

against the Contractor under the warranty as set forth below. 25. WARRANTY All materials and equipment incorporated into any work covered by the Contract

shall be new and, where not specified, of the most suitable grade of their respective kinds for their intended use and all workmanship shall be in accordance with best construction practices acceptable and subject to the inspection and acceptance of Owner. The Contractor expressly warrants to the Owner that all materials, labor and equipment furnished under this Contract will be new unless otherwise specified and of good quality, free from all faults and defects and in conformance with requirements of the Contract. If within one (1) year of the date of acceptance of the Work by the Contracting Officer or such longer time period as may be prescribed by law or by the terms of any special warranty set forth in the Contract, any work is found to be defective or not in accordance with the Contract, the Contractor shall correct it promptly after receipt of notice from the Owner.

If the Contractor, after notice, fails within two (2) days to proceed to comply with the

terms of this warranty, the Owner may have the defects corrected, and the Contractor and his surety shall be liable for all expenses incurred, provided, however, that in case of an emergency where, in the opinion of the Owner, delay would cause serious loss or damage, repairs may be made without notice being given to the Contractor and the Contractor shall pay the cost thereof.

END OF SECTION

Exterior Painting of Residential Buildings in Salishan (Sal 1 -Sal 6)- Tacoma Housing Authority Section 0810-1

SECTION 00810-ADDITIONAL REQUIREMENTS 1. Schedule It is the Owner’s intention to issue the Notification of Contract Award to the

successful bidder within 3 calendar days. On this basis, the Contractor shall conform to the following schedule:

a. Submit signed contract, payment/performance bond(s) and certificate of

insurance to the Owner no later than FIVE DAYS (5) after Notice of Award. (Owner will issue Notice to Proceed within two days (2) after receipt of the contract, bonds and insurance certificate.)

b. Substantially complete project no later than 30 days from Notice to Proceed

and fully completed not more than 5 days thereafter. In the event that the Owner does not meet its schedule, as set forth above, the

completion date will be extended by the number of days that the Owner delays the Notification to Contract Award and/or Notice to Proceed.

The Owner reserves the right to establish completion priorities for the addresses

listed on Exhibit D all situated in TACOMA, WA. 2. Completion Project completion is defined as completion of all work within the scope of the

contract, including any change orders. The Owner assumes no responsibility of ownership until completion and acceptance.

SECTION 00 08 10.1 SPECIAL CONDITIONS - I


These conditions are in addition to the General Conditions. Where these are more restrictive than and not in conflict with the General Conditions, these Conditions shall supersede them. A. Format of These Specifications: These Specifications are written in the abbreviated or "streamlined" form, and frequently

include incomplete sentences. Words such as "shall," "shall be," "the Contractor shall," and similar mandatory phrases shall be supplied by inference as they are in a note on the drawings. The Contractor shall provide all items listed and perform all operations called for, all in accordance with the General Conditions, as modified by the Supplementary Conditions.

B. Number of Specified Items Required: Wherever in these Specifications an article, device or piece of equipment is referred to in

the singular number, such reference applies to all, and shall include as many such items as are shown on the drawings or are required to complete the installation. Mention in Specifications or indication on Drawings of articles, materials, operations, or methods requires the Contractor to provide and install all such items including all necessary plant, labor and appurtenances. Titles and headings are a part of the Specifications, the same as the text of the article or paragraph. Notes on the Drawings are considered Specifications equal in force to those in the printed text.

C. Specification of Manufacturer: Wherever in these Specifications an article, device, or piece of equipment is referred to by

Manufacturer Model Number, Serial Number, or Manufacturer's standard product indication, the specification of that article, device, or piece of equipment shall hereby be considered to be included within these Specifications. For purposes of substitution, such specification will be deemed the basis for the Owner's decision for substitution approval or disapproval.

D. Organization of Specifications: Division of these specifications is for convenience only, and does not imply that the Owner

or their Representative is attempting to define the limits of any subcontract. Coordination and definition of subcontractor responsibility is entirely the responsibility of the Contractor.

Division and Section numbers, as listed in the "Table of Contents" of the Project Manual and

the items of work included under the headings generally conform with the "MasterFormat 2004 Index” of the Construction Specification Institute. Numbering of sections and divisions, and trade headings are merely for convenience and identification and may not be consecutive.

Where conflicting information as to specifications is found in the "Standard Specifications" and "Plans and Specifications," the Plans shall hold over the ""Standard Specifications" and the Technical Specifications shall hold over both Plans and "Standard Specifications".

E. Original Drawings: It is hereby expressly agreed by and between the parties involved that in any matter,

dispute, suit, or proceedings arising or in any way growing out of this contract in which it may be necessary to introduce into evidence the original of such Standards, Drawings, and Specifications, that a printed copy thereof may be used in lieu thereof with like force and effect as though the original was produced.

END OF SECTION

SECTION 00810.2 -SPECIAL CONDITIONS – II (WASHINGTON STATE)

Exterior Painting of Residential Buildings in Salishan (Sal 1 -Sal 6)- Tacoma Housing Authority 00810.2 - 1

These conditions are in addition to the General Requirements. Where these are more restrictive than and not in conflict with the General Requirements, these Requirements shall supersede them. A. Laws and Regulations:

The Contractor shall observe and comply with all federal and state laws and with the county, city and municipal resolutions, ordinances and regulations that will in any way affect the work; and he shall indemnify and save harmless the Owner against any claims arising from the violation of any such laws, resolutions, ordinances or regulations.

B. State Licensing Law:

The Contractor agrees to comply with all requirements of Chapter 18.27 RCW. The Contractor agrees and covenants to furnish unto the Owner proper evidence that the Contractor has fully complied with the State Licensing Law of the State of Washington, Chapter 18.27 RCW, and a Contractor's Certificate of Registration shall be in full force and effect throughout the work project hereinabove enumerated.

C. Form of Retainage:

1. The Owner shall retain a sum equal to five percent (5%) of the amount earned by the Contractor, as a trust fund for the protection and payment of any person or persons, mechanics, subcontractor, or material man who shall perform any labor upon this contract of work thereunder, and all persons who shall supply such person or persons of subcontractors with provisions and supplies for carrying on of such work all persons who shall supply such person or persons of subcontractors with provisions and supplies for carrying on such work and the State of Washington will respect to taxes imposed pursuant to RCW Title 82 which may be due from same Contractor.

2. In accordance with the provision of Chapter 60.28 RCW, above trust fund shall

be retained for a period of thirty (30) days following acceptance of the completed work and the following conditions are met. a. Certification by the State Department of Labor and Industries as to

payment of prevailing wages, if applicable. b. Certification of the State Department of Revenue that all taxes have been

paid and that no tax lien exists. c. The Owner agrees that all claims by materialmen and workers have been

satisfied. d. The Contractor warrants to the Owner all claims by materialmen, and

workers, if any, for unpaid charges against the work have been satisfied, and agrees to hold the Owner harmless from all liens on the completed work.

In the event these provisions are not met, the Owner may pay a percentage of the retainage, holding back the quantity of money for materialmen and laborers liens, tax liens, cost and attorney’s fees to defray the cost of foreclosing all of the liens, costs, and architect’s fees to defray cost of additional construction administration services. Refer to Specifications Section 01700 - PROJECT ADMINISTRATION AND CLOSEOUT, for provisions on this subject. After the Award of a Contract for public improvements or work for which retained

SECTION 00810.2 SPECIAL CONDITIONS - II

(WASHINGTON STATE)

Exterior Painting of Residential Buildings in Salishan (Sal 1 -Sal 6)- Tacoma Housing Authority 00810.2 - 2

percentages are required top be reserved under the provisions of Chapter 13, Laws of 1970, Extraordinary Session (RCW 60.28.010), the Owner shall require the Contractor to exercise in writing, one of the options listed below:

a. Retained percentage will be retained in a fund by the

public body until thirty (30) days following the final acceptance of said improvements or work as completed; or

b. Placed in escrow with a bank or trust comply until thirty (30) days following the final acceptance of said improvements or work as completed.

Initial election will be accompanied on form provided by the Owner. When the Contractor elects to place amounts reserved in escrow, the Contractor and the Owner shall jointly select a bank or trust company as the escrow agent. The Owner, Contractor, and escrow agent shall then execute an escrow agreement. A copy of the completed escrow agreement shall be provided to the Owner, Contractor, and the escrow agent. The Contractor shall pay the costs of all escrow fees.

D. Taxes - All Applicable Taxes Must be Included in Gross Bid Amount: In accordance with WAC 458-20-17001, all applicable taxes must be included in the Gross Bid Amount. DO NOT list taxes separately in your Bid. The Contractor should also note that the Housing Authority does not pay tax on labor. See attached WAC 458-20-17001.

END OF SECTION

Exterior Painting of Residential Buildings in Salishan (Sal 1 -Sal 6)- Tacoma Housing Authority

Section 00810.3

SECTION 3 REGULATIONS

RESIDENT EMPLOYMENT - SECTION 3 CLAUSE The purpose of Section 3 is to ensure that employment and other economic opportunities generated by THA to the greatest extent feasible, be directed to low and very low-income persons, particularly persons who are recipients of THA assisted for housing. Each applicant, recipient, contractor or subcontractor undertaking work in connection with a Section 3 covered project shall attempt to utilize a minimum of thirty (30) percent of lower income residents of THA public housing as trainees, semi-skilled, or skilled employees.

Section 00810.4

M/WBE CONTACT FORM MINORITY AND WOMEN OWNED BUSINESS PARTICIPATION REQUIREMENTS

THA encourages the Contractor to take positive steps to ensure that, whenever possible, subcontracts are awarded to small business firms, minority business firms, women owned business firms and labor surplus area firms. The goals established by THA for participation by minority and women owned and controlled businesses be achievable. To be a responsive bidder on this Invitation to Bid, a Contractor must submit a completed form THA MWBE-1 showing how the goals will be met in the performance of the work and indicating any minority business firms, women-owned business firms and/or labor surplus area firms the Contractor may use. The THA MWBE-1 form is a contact sheet with the following categories to be responded to: Subcontractor name, address, etc. Type and quantity of supplies/services Total dollar amount Was bid received (yes/no) Was it the low bid (yes/no) WA State Certification status MBE/WBE Is this a labor surplus area firm (yes/no) To qualify as an M/WBE for this contract the persons claiming M/WBE status must own at least fifty-one (51) percent of the business, or in the case of a corporation at least fifty-one (51) percent of the voting stock, or in the case of a partnership at least fifty-one (51) percent of the partnership interest, or in the case of a limited liability company at least a fifty-one (51) percent limited liability company interest and control the management and day to day business operations of the enterprise. The enterprise must be certified by the State of Washington Office of Minority and Women Owned Business Enterprises. Business who qualify for both WBE and MBE may only be used once to meet the goals. General contractors who are MBE or WBE must still meet these subcontracting goals.

TACOMA HOUSING AUTHORITY M/WBE CONTACT FORM

Subcontractors Name/Address/Phone

Type & Quality of Supplies/Services

Total Dollar Amount

Was Bid received Yes/No

Was it the Low Bid Yes/No

*Labor Surplus Area Firm Yes/No

WA State Certification

Status MBE/WBE

Please explain methods used as outreach for MBE/WBE participation: _______________________________________________________________________________ ________________________________________________________________________________________________________________________________________

Bidder’s Name Bidder’s Address Bidder’s Phone/Fax

Type or Print Name of Bidder’s Responsible Officer Signature of Responsible Officer

*Labor Surplus Area: A “labor surplus area” is designated by the U.S. Secretary of Labor under 15 U.S.C. §644(n), 20 C.F.R. §654 and Executive Order 12073. The Secretary automatically designates a labor surplus area “whenever, as determined by the Bureau of Labor Statistics” the average unemployment rate within the jurisdiction or metropolitan statistical is (a) 120% or more of the national average, or (b) over 10%.

THA – MWBE-1 REVISED 12/3/01

Page ____ of ____ Section 00810.4 Exterior Painting of Residential Buildings in Salishan (Sal 1 -Sal 6)- Tacoma Housing Authority

CERTIFICATE OF INSURANCE

PRODUCER

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW

COMPANIES AFFORDING COVERAGE

COMPANY

LETTER A

INSURED

COMPANY

LETTER B

COMPANY

LETTER C

COMPANY

LETTER D

COMPANY

LETTER E

COVERAGES

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

CO LTR

TYPE OF INSURANCE

POLICY NUMBER

POLICY EFFECTIVE DATE (MM/DD/YY)

POLICY EXPIRATION DATE (MM/DD/YY)

LIMITS

A

GENERAL LIABILITY

COMMERCIAL GENERAL LIABILITY

CLAIMS MADE OCCUR

OWNER;S & CONTRACTOR’S PROT

_________________________________

GENERAL AGGREGATE $ 2,000,000

PRODUCTS-COMP/OP AGG. $ 2,000,000

PERSONAL & ADV. INJURY $ 1,000,000

EACH OCCURRENCE $ 1,000,000

FIRE DAMAGE (ANY ONE FIRE) $ 200,000

MED. EXPENSE (ANY ONE PER) $ 5,000

A

AUTOMOBILE LIABILITY

ANY AUTO

ALL OWNED AUTOS

SCHEDULED AUTOS

HIRED AUTOS

NON-OWNED AUTOS

GARAGE LIABILITY

COMBINED SINGLE LIMIT

$ 1,000,000

BODILY INJURY (Per Person)

$

BODILY INJURY (Per accident)

$

PROPERTY DAMAGE

$

EXCESS LIABILITY

UMBRELLA FORM

OTHER THAN UMBRELLA FORM

EACH OCCURRENCE $

AGGREGATE $

B

WORKERS COMPENSATION

AND

EMPLOYERS’ LIABILITY

STATUTORY LIMITS

EACH ACCIDENT $ 1,000,000

DISEASE – POLICY LIMIT $ 1,000,000

DISEASE – EACH EMPLOYEE $ 1,000,000

A

OTHER

DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS

CERTIFICATE HOLDER CANCELLATION

ISSUE DATE (MM/DD/YY)

TACOMA HOUSING AUTHORITY 902 SOUTH “L” STREET TACOMA, WA 98405

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.

AUTHORIZED REPRESENTATIVE

Section 00810.5

INSURANCE FORMS

ATTACHMENT B: INSURANCE REQUIREMENTS - 1 Exterior Painting of Residential Buildings in Salishan (Sal 1 -Sal 6)- Tacoma Housing Authority

Attachment B: INSURANCE REQUIREMENTS Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of or failure to perform the work hereunder by the Contractor, its agents, representatives, employees, or sub-contractors. MINIMUM SCOPE OF INSURANCE Coverage shall be at least as broad as:

1. Insurance Services Office Commercial General Liability coverage (occurrence form CG 0 01 10 01).

2. Insurance Services Office Additional Insured form (CG 20 37 or CG 20 26).

3. Insurance Services Office form number CA 00 01 06 92 covering Automobile Liability Code 1 (any auto), [require if scope of work includes driving on Authority property].

4. Workers’ Compensation insurance as required by state law and Employer’s Liability Insurance.

MINIMUM LIMITS OF INSURANCE Contractor shall maintain limits no less than:

1. General Liability: $1,000,000 per occurrence for Bodily Injury, Personal Injury, and Property Damage. If Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the project/location or the general aggregate limit shall be twice the required occurrence limit. NOTE: If this contract deals with hazardous materials or pollutants (i.e. lead based paint, asbestos, etc.) the Contractor shall carry Contractor’s Pollution Liability insurance to cover the pollution exposures. The Authority shall be named as Additional Insured on the policy.

2. Automobile Liability: $1,000,000 per accident for Bodily Injury and Property Damage.

3. Workers’ Compensation (statutory) and Employer’s Liability: $1,000,000 per accident for Bodily Injury or Disease.

DEDUCTIBLES AND SELF-INSURED RETENTIONS Any deductibles or self-insured retentions must be declared to and approved by the Authority. At the option of the Authority, either: the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the Authority, its officers, officials, employees, and volunteers; or the Contractor shall provide a financial guarantee satisfactory to the Authority guaranteeing payment of losses and related investigations, claim administration, and defense expenses. OTHER INSURANCE PROVISIONS The General Liability and Automobile Liability policies are to contain, or be endorsed to contain, the following

provisions: 1. The Authority, its officers, officials, employees, and

volunteers are to be covered as additional insured with respect to liability on behalf of the Contractor including materials, parts, or equipment furnished in connection with such work or operations and with respect to liability arising out of work or operations performed by the Contractor; or arising out of automobiles owned, leased, hired, or borrowed by or on behalf of the Contractor. General Liability coverage can be provided in the form of an appropriate endorsement to the Contractor’s insurance or as a separate Owner’s policy.

2. For any claims related to this contract, the Contractor’s insurance coverage shall be primary insurance as respects the Authority, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the Authority, its officers, officials, employees, or volunteers shall be excess of the Contractor’s insurance.

3. Each insurance policy required by these specifications shall be endorsed to state that coverage shall not be cancelled or materially changed, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the Authority.

4. Maintenance of the proper insurance for the duration of the contract is a material element of the contract. Material changes in the required coverage or cancellation of the coverage shall constitute a material breach of the contract by the Contractor.

ACCEPTABILITY OF INSURERS Insurance is to be placed with insurers with a current A. M. Best’s rating of no less than B+:VI. Bidders must provide written verification of their insurer’s rating. VERIFICATION OF COVERAGE Contractor shall furnish the Authority with original certificates and amendatory endorsements effecting coverage required by these specifications. The endorsements should conform fully to the requirements. All certificates and endorsements are to be received and approved by the Authority in sufficient time before work commences to permit Contractor to remedy any deficiencies. The Authority reserves the right to require complete, certified copies of all required insurance policies, including endorsements effecting the coverage required by these specifications at any time. SUB-CONTRACTORS Use of sub-contractors must be pre-approved by the Authority. Contractor shall include all sub-contractors as insureds under its policies or shall furnish separate insurance certificates and endorsements for each sub-

ATTACHMENT B: INSURANCE REQUIREMENTS - 2 Exterior Painting of Residential Buildings in Salishan (Sal 1 -Sal 6)- Tacoma Housing Authority

contractor in a manner and in such time as to permit the Authority to approve them before sub-contractors’ work begins. All coverages for sub-contractors shall be subject to all of the requirements stated above. NOTE: If a subcontractor will be hired to perform hazardous material remediation, that sub-contractor will name the Authority, its officers, officials, employees and volunteers as additional insureds on its Pollution Liability insurance policy by endorsement. Such policy will provide coverage for the hazardous material work and other hazardous material operations. NOTE: The General Contractor’s Commercial General Liability insurance should not include CG 2294 or CG 2295 as these endorsements will eliminate the General Contractor’s insurance coverage for its work where the damaged work or the work out of which the damage arises was performed by a sub-contractor.

SECTION 00 14 30 - QUALITY ASSURANCES


PART 1 GENERAL 1.1 SCOPE A. Work Included: 1. Qualifications of Workers 2. Preparations B. Related Work Described Elsewhere:

1. General Conditions 2. Applicable Codes and Standards Section 001080 3. Construction Facilities and Temporary Controls Section 015000 4. Technical Requirements Divisions 1 through 2 of the

Technical Specifications 1.2 QUALITY ASSURANCES

A. Workers: Contractor shall employ only those persons who are fit and skilled in the performance of the work or tasks to be assigned to them under the various Technical Specifications.

B. Preparations: Contractor shall provide all necessary supervision, coordination

and direction of the various trades involved with this work to assure proper sequential and preparatory work is complete prior to the installation of the various materials and equipment specified in the Technical Specifications.

C. Final Product: The end product shall be designed and specified at the highest

industry standards and trade standards. No allowance will be made for work which is not in compliance and of the highest standards.

PART 2 PRODUCTS 2.1 GENERAL

A. Conform to the highest industry standards for each of the various trades doing work on this project.

PART 3 EXECUTION 3.1 WORKERS

A. Provide at least one person who shall be present at all times during the execution of the various work and installations of the various materials and equipment who shall be thoroughly familiar with the scope of work, the referenced standards, and the requirements of the work and who shall direct all work to be performed under the various Technical Sections of these Specifications.

3.2 PREPARATION

A. Prior to installation of any material, carefully inspect the installed work of all other appurtenant trades and verify that all such previously installed work is complete to the point where subsequent installation may properly commence.

Exterior Painting of Four Single Family Residences - Tacoma Housing Authority 01430-2

3.3 WORKMANSHIP

A. Conform to the highest industry and trade practices for each of the various trade areas of work specified throughout the Technical Specifications.

3.4 DAILY SITE REPORTS

A. The General Contractor will provide a completed “Daily Site Report” to the Owner on a daily basis to be submitted the following working day. For the report the contractor must use either the attached form or another form that conveys the same information, as the sample form requires.

B. Subcontractor will provide a completed “Daily Site Report” to the General

Contractor on a daily basis to be submitted the following working day. The General Contractor will be responsible for checking accuracy and completeness of the report and will forward the reports to the Owner on a daily basis. For the report the contractor must use either the attached form or another form that conveys the same information, as the sample form requires.

C. Delinquent reports may constitute delay in periodic pay.

END OF SECTION

DATECONTRACT NO. TITLE AND LOCATION REPORT NO.

Exterior Painting of Residential Buildings in Salishan (Sal 1 -Sal 6)- Tacoma Housing AuthorityCONTRACTOR SUPERINTENDENT/FOREMAN

AM WEATHER & TEMP PM WEATHER & TEMP

TRADE HOURS

JOB WAS A JOB SAFETY MEETING HELD THIS DATE? ___ YES ____ NO

SAFETY (IF YES ATTACH COPY OF THE MEETING MINUTES)

WERE THERE ANY LOST TIME ACCIDENTS THIS DATE? ___ YES ____ NO

(IF YES ATTACH COPY OF COMPLETED OSHA REPORT)

WAS TRENCHING/SCAFFOLD/HV ELECTRICAL/HIGH WORK DONE? ____ YES ___ NO

(IF YES ATTACH STATEMENT OR CHECKLIST SHOWING INSPECTION DONE)

WAS HAZARDOUS MATERIAL/WASTE RELEASED INTO THE ENVIRONMENT? ___ YES ____ NO

(IF YES ATTACH A DESCRIPTION OF INCIDENT AND PROPOSED ACTION)

LIST SAFETY ACTIONS TAKEN TODAY/ SAFETY INSPECTIONS CONDUCTED

EQUIPMENT/MATERIAL RECEIVED TODAY TO BE INCORPORATED IN JOB:

CONSTRUCTION EQUIPMENT ON JOB SITE TODAY. INCLUDE NUMBER OF HOURS USED TODAY:

REMARKS:PERSON FILLING OUT FORM DATE

WORK PERFORMED TODAY

Section 01430.1

GENERAL CONTRACTOR DAILY SITE REPORT(ATTACH ADDITIONAL SHEETS IF NECESSARY)

WA: 5-TC-SAL1-SAL 6-03-17

EMPLOYEE NAMEWORK LOCATION AND DESCRIPTION

DATECONTRACT NO. TITLE AND LOCATION REPORT NO.

Exterior Painting of Residential Buildings in Salishan (Sal 1 -Sal 6)- Tacoma Housing AuthorityCONTRACTOR FOREMAN/LEAD SUPERVISER

AM WEATHER & TEMP PM WEATHER & TEMP

TRADE HOURS

JOB

SAFETY

WERE THERE ANY LOST TIME ACCIDENTS THIS DATE? ___ YES ____ NO

(IF YES ATTACH COPY OF COMPLETED OSHA REPORT)

WAS TRENCHING/SCAFFOLD/HV ELECTRICAL/HIGH WORK DONE? ____ YES ___ NO

(IF YES ATTACH STATEMENT OR CHECKLIST SHOWING INSPECTION DONE)

WAS HAZARDOUS MATERIAL/WASTE RELEASED INTO THE ENVIRONMENT? ___ YES ____ NO

(IF YES ATTACH A DESCRIPTION OF INCIDENT AND PROPOSED ACTION)

LIST SAFETY ACTIONS TAKEN TODAY/ SAFETY INSPECTIONS CONDUCTED

EQUIPMENT/MATERIAL RECEIVED TODAY TO BE INCORPORATED IN JOB:

CONSTRUCTION EQUIPMENT ON JOB SITE TODAY. INCLUDE NUMBER OF HOURS USED TODAY:

REMARKS:PERSON FILLING OUT FORM DATE

Section 01430.2

EMPLOYEE NAMEWORK LOCATION AND DESCRIPTIONWORK PERFORMED TODAY

SUB-CONTRACTOR DAILY SITE REPORT(ATTACH ADDITIONAL SHEETS IF NECESSARY)

WA: 5-TC-SAL1-SAL 6--03-17

Exterior Painting of Residential Buildings in Salishan (Sal 1 -Sal 6)- Tacoma Housing Authority 01-100 00-1

SECTION 01 10 00 SUMMARY OF WORK PART 1 GENERAL 1.01 SECTION INCLUDES

A. Description of Work B. Project Meetings C. Owner Provided Items and Separate Contractors D. Acceptance of Site E. Protection of Property F. Contractor’s Use of Premises G. Project Cleaning H. Contractor’s Work & Responsibilities I. Permit and Fees J. Work Sequence K. Liquidated Damages L. Partial Owner Occupancy M. Time of Completion N. Project Close-Out

1.02 WORK COVERED BY CONTRACT DOCUMENTS/ REQUIREMENTS INCLUDED

A. The Work of this Contract comprises the general construction. B. Provide for the work as shown Specifications, including all labor, materials, equipment and

services required to complete the project. The work includes, but is not limited to: Demolition and removal of existing items and materials, disposal to an approved disposal site

(with copies of the disposal tickets to THA) Reconnecting existing items to remain Infilling and patching opening of walls and ceilings Painting walls and ceilings and other items Installing new materials and items Electrical

1.03 DESCRIPTION OF WORK- A. GENERAL

1. The painting Contractor will furnish all labor, tools, equipment, scaffolding and other

substrates supervisions required for cartage, unloading, surface preparation, product application and clean-up of the paint and related products covered in the specification. A storage area will be provided by the painting contractor of the facility. The painting contractor will work in a safe manner. Proof of bond, license and insurance is required.

2. The painting contractor shall be responsible for requesting proper clarification when instructions are lacking, conflicts occur in this specification and/or the paint manufacturer’s literature of the procedure specified is not clearly understood. In the event the contractor fails to resolve these conflicts which may exist, he or she shall be responsible for handling the discrepancies in a manner as prescribed be the facilities manager for Tacoma Housing Authority.

3. The Contractor shall cooperate with the property owner’s representative, preferred paint manufacturer and develop a schedule to minimize impact to tenant’s day to day operations.


4. Pre-existing conditions and / or damages will be recorded during the pre-bid meeting, with the property owner’s representative and preferred paint manufacture. Damage to property and appurtenances by the Contractor shall be repaired to the satisfaction of the owner at the Contractor’s expense.

5. The contractor shall be responsible for visiting the job site and familiarizing himself or herself with the job working conditions. The contractor will appoint a job foreman to be onsite full time to maintain a continuous and specific job site operation until the project is 100% complete and all deficiencies corrected.

6. To the extent required by law, all work shall be performed by individuals duly licensed and authorized by law to perform said work.

7. Contractor shall perform all work in accordance with local Building Codes, Laws and Regulations and Building Rules. Building Rules shall be posted on site by the Contractor along will other postings required by law.

8. The contractor is to clean and wash all tools and equipment in a safe and contained manner and is to dispose of all cleaning solutions off site in and environmentally safe and proper manner. Under no conditions are cleaning solutions to be dumped on site or down drains or sewers.

Coordination of the work with Owner will be very important for completing the work as scheduled. Contractor to minimize the amount of time individual units do not have windows.

The buildings will be occupied during construction; care and attention is required to protect the staff from hazardous conditions, dust, and dirt; Security of building shall be maintained at all times. Building shall be kept in compliance with the latest safety, health, fire, exiting code requirements.

1.04 CONTRACT A. Construct the Work under a single fixed-price contract (See Section 00 05 00 Contract)

1.05 ACCEPTANCE OF SITE A. Accept site, building exterior surfaces, roofs, fixtures, and utility services in an “as-is”

condition. B. Examine site and building. Start of work means acceptance of existing conditions. C. Hazardous Materials, during previous work, were either abated or encapsulated. See Report.

1.06 PROTECTION OF PROPERTY

A. Protection of Property: Contractor is responsible for the protection of existing building, resident property stored in work zones, utilities, walks, driveways, curbs and pavement and vehicles parked in surrounding areas, structures on or adjoining the premises, whether shown on drawings or not.

B. Contractor shall be fully responsible for damage or loss that occurs to existing facilities, resident property, and public as a result of the work performed. Take precautions to protect existing facilities, resident’s property, and the public.

C. Replace, repair or restore damaged surfaces to their original condition; the expense of such work shall be borne by the Contractor.

1. This includes the existing walks next to the streets and driveways. Repair/ replacement of public walks and driveways shall meet the City of Tacoma’s approval.


D. Provide barriers to prevent unauthorized persons from entering the work zones. E. Comply with the provisions of the International Fire Code. Maintain unobstructed exiting and

access in the building and on the site, and operational fire sprinkler and fire alarm systems during the Work.

1.07 CONTRACTOR’S USE OF PREMISES

A. Contractor has limited use of the site. See site plan for designated storage areas and phasing of the work.

B. Contractor’s activities cannot interfere with residents in the building, compliance with code exiting requirements, operation and readiness of fire sprinkler and fire alarm systems, and other utility services including but not limited to, phone, electrical, cable.

C. Before starting the work, coordinate with Owner the sequencing of the work areas, and the work operations to minimize interference with the residents.

E. Conduct all operations in such a manner as to avoid damage to walls, ceilings, cabinets, fixtures, walks, curbs, paving, grass areas, plantings, etc., that are to remain.

F. Assume full responsibility for the protection and safekeeping of Products under this Contract, stored on the site.

J. Keep existing driveways, fire lanes, and parking areas clear at all times. Do not use these areas for packing or storage of materials.

K. Work involving equipment & noise is limited to occur only between 8:00 AM and 6:00 PM, Monday through Friday.

L. Smoking is prohibited inside the building or on THA property. M. Keys will be provided by Site Manager and/or Site Assistant to have access to the unit.

1.08 PROJECT CLEANING

A. Keep work area clean at all times and at the end of each day do a thorough cleaning. Do not allow accumulation of scrap, debris, waste materials or other items. Each day clean the interior of each unit and common areas, to include the hallway, stairway and elevators as well as any other areas that were worked in. Secure the unit prior to leaving each day and all building entrances should be secured at all times.

1.09 CONTRACTOR’S WORK & RESPONSIBILITIES

A. Contractor’s work and responsibilities include, but are not limited to, the following: 1. Providing and paying for labor, materials, equipment, tools, machines, facilities, and

services necessary for proper execution and completion of the Work. 2. Paying required taxes including Washington State sales tax, on materials only (See

Section 00 08 10.5. 3. Securing and paying for, the following items as necessary for proper execution and

completion of the work. a. Fees b. Licenses c. Inspections, unless otherwise noted. 4. Giving required notices. 5. Enforcing strict discipline and good order among employees. 6. Coordinate the installation of items 7. Provide full time superintendent at the site to coordinate and manage the work.

1.10 PERMITS AND FEES

A. General: 1. The Contractor shall obtain all permits necessary for the execution of the Work and pay

all permits and miscellaneous fees required by but not limited to the following: City of Tacoma.

2. The Contractor shall coordinate and schedule all work with permitting agencies necessary for completion of the work.

3. Contractor shall be responsible for providing all information, documents, and fees to the permitting agencies as necessary to obtain and coordinate permits.

1.11 WORK SEQUENCE


A. Contractor establishes sequence of work and submit a schedule of work in accordance with the General Conditions of the Contract.

B. Inspections 1. Inspections to be done and corrections made before final payment. 2. Schedule work sequences to have no more than two inspections each week.

D. Interior Common Area Work

1. Coordinate to minimize resident inconvenience 2. Maintain emergency pathways.

E. During Mobilization contractor to submit: 1. List of subcontractors within 5 days of Notice to Proceed. 2. Submittals for products with 5 days of Notice to Proceed. 3. Schedule of Value within 15 days of Notice to Proceed. 4. Construction Schedule within 15 days of Notice to Proceed. 5. Preliminary Operation and Maintenance Manual within 10 days of Notice to Proceed.

1.12 LIQUIDATED DAMAGES A. SUBSTANTIAL COMPLETION OF EACH FACILITY: For each calendar day that a Facility is

not completed beyond the date shown in Paragraph 1.17, the Owner may withhold from the monies owing the Contractor the sum of $150.00 as fixed and agreed liquidated damages, but not as a penalty.

B. Should an extension of time be granted the Contractor, they shall indemnify and hold harmless the Owner from any loss to any other contractor caused by such extension of time.

1.13 PARTIAL OWNER OCCUPANCY

A. Owner will be using the buildings during construction. Owner’s substantial completion of each unit interior as completed does not imply that entire building or work is substantially complete.

1.14 TIME OF COMPLETION

A. Commence work on the date a written notice to proceed is given (40 days) and be substantially complete on the date noted below:

1. Award contract: July 1st, 2017 2. Substantial Completion: September 15, 2017 3. Final Completion: September 30, 2017

1.19 PROJECT CLOSE-OUT A. See Division 01 section for Contract Closeout.

PART 2 PRODUCTS (Not Used) Part 3 EXECUTION (Not Used)

END OF SECTION

Exterior Painting of Residential Buildings in Salishan (Sal 1 -Sal 6)- Tacoma Housing Authority SECTION 01 25 00 - 1

SECTION 01 25 00 SUBSTITUTION PROCEDURES

PART 1 – GENERAL 1.01 SECTION INCLUDES A. Product Options. B. Procedure on how to request a substitution of a product during bidding and construction. 1.03 DEFINITIONS

A. Definitions in this Section do not change or modify the meaning of other terms used in the Contract Documents.

B. Pre-Bid Substitutions: Changes in products, materials, equipment, and methods of construction required by the Contract Documents proposed by a Bidder, and accepted by the Owner during the Bidding Period, as allowed by the Instructions to Bidders.

C. Post-Bid Substitutions: changes in products, materials, equipment, and methods of construction required by the Contract Documents proposed by the Contractor after award of the Contract are considered to be requests for post-bid substitutions. The following are not considered to be post-bid requests for substitutions: 1. Substitutions requested during the bidding period, and accepted by Addendum prior to

award of the Contract, are included in the Contract Documents and are not subject to requirements specified in this Section for substitutions.

2. Revisions to the Contract Documents requested by the Owner. 3. Specified options of products and construction methods with governing regulations and

orders issued by governing authorities. 1.04 SUBSTITUTIONS DURING BIDDING PROCEDURES

A. Requests must be submitted by mail, e-mail or in person (requests faxed will not be accepted) to the Owner 10 days prior to the bid opening. Owner will consider the request if: 1. Specified Product is no longer available 2. Proposed Product is made in the Region 3. Substitution Request Form is properly completed

B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents (product brochures are not acceptable).

C. Request constitutes a representation that the Submitter of the Request: 1. Has investigated proposed Product and determined that it meets or exceeds, in all

respects, the quality level of the specified Product. 2. Manufacturer warrants the proposed item is suitable for the same functions, uses and

locations as the specified item 3. Provides the same warranty or better as for specified Product. 4. Shall coordinate installation and make other changes which may be required for Work

to be complete in all respects with no additional cost to Owner. 5. Waives claims for additional costs which may subsequently become apparent.

D. Owner will determine acceptability of proposed substitution, and will notify bidders of acceptance by addendum. 1. Contractor shall not accept bids for proposed substitutions until accepted by Owner. 2. Owner may determine acceptability of proposed substitutions based on their

maintenance and service requirements. E. Substitution requests shall be accompanied with the Substitution Request Form, completely

filled out. 1. Substitution Request form is at the end of this Section 2. The Owner will not review any substitution requests without an accompanying

Substitution Request Form. 1.05 SUBSTITUTIONS DURING CONSTRUCTION PROCEDURES

A. Substitutions will be considered only when due to no fault of Contractor a product: 1. Becomes unavailable


2. Will delay the project due to its delivery time even when ordered at the beginning of the work

B. Submit requests by mail, e-mail or in person (requests faxed will not be accepted). C. Document each request with complete data substantiating compliance of proposed

substitution with Contract Documents. D. Request constitutes a representation that Contractor:

1. Has investigated proposed Product and determined that it meets or exceeds, in all respects, the quality level of the specified Product.

2. Manufacturer warrants the proposed item is suitable for the same functions, uses and locations as the specified item

3. Provides the same warranty or better as for specified Product. 4. Shall coordinate installation and make other changes which may be required for Work

to be complete in all respects with no additional cost to Owner. 5. Waives claims for additional costs which may subsequently become apparent.

E. All substitution requests shall be accompanied with the Substitution Request Form, completely filled out. 1. Substitution Request form is at the end of this section 2. The Owner will not review any substitution requests without an accompanying

Substitution Request Form. PART 2 - PRODUCTS

2.01 SUBSTITUTIONS A. Conditions: The Owner will receive and consider the Contractor's request for substitution

after the time stated in the "Instructions to Bidders" (ten days prior to bid opening) for reviewing substitutions, only in exceptional cases where the Contractor submits evidence satisfactory to the Owner when items 1, 2, 3, 4, plus at least one other, of the following conditions are satisfied, as determined by the Owner. If the following conditions are not satisfied, the Owner will return the requests without action except to record noncompliance with these requirements. 1. Specified products are unavailable through no fault of the Contractor. 2. Extensive revisions to the Contract Documents are not required. 3. Proposed changes are in keeping with the general intent of the Contract Documents. 4. The request is timely, fully documented, and properly submitted. 5. The specified product or method of construction cannot be provided within the Contract

Time. The Owner will not consider the request if the product or method cannot be provided as a result of failure to pursue the Work promptly or coordinate activities properly.

6. The requested substitution offers the Owner a substantial advantage, in cost, time, energy conservation, or other considerations, after deducting additional responsibilities the Owner must assume.

7. The specified product or method of construction cannot receive necessary approval by a governing authority, and the requested substitution can be approved.

8. The specified product or method of construction cannot be provided in a manner that is compatible with other materials and where the Contractor certifies that the substitution will overcome the incompatibility.

9. The specified product or method of construction cannot provide a warranty required by the Contract Documents and where the Contractor certifies that the proposed substitution provides the required warranty.

B. The Contractor's submittal and the Owner's acceptance of Shop Drawings, Product Data, or Samples for construction activities not complying with the Contract Documents do not constitute an acceptable or valid request for substitution, nor do they constitute approval.

C. In making Request for Substitution, Manufacturer/ Contractor Represent:

1. He has personally investigated proposed product and, in his opinion, it is equal or superior in all respects to that specified. Substantiate whenever requested by Owner.


2. He will coordinate installation of accepted substitution into work and guarantees to complete it in all respects. He has outlined any changes required in accordance with form.

3. He will provide the same guarantee for substitution as for specified product. 4. He waives all claims for additional costs related to substitution which consequently

became apparent. 5. Cost data is complete and includes all related costs under his contract, but excludes:

a) Cost under separate contracts (show impact on attachment). b) Owner redesign, unless designated. Costs incurred for any substitutions made by

the Contractor, which requires additional work or changes in the Contract Documents in order to accommodate such substitutions shall be paid for by the Contractor.

D. Substitution will not be considered if: 1. They are indicated or implied on Shop Drawings or other Project data submittals,

without proper notice shown on attached form. 2. Acceptance will require substantial revisions or Contract Documents.

PART 3 - EXECUTION (Not Used)

END OF SECTION

Exterior Painting of Residential Buildings in Salishan - Tacoma Housing Authority June 15, 2017

SUBSTITUTION PROCEDURES SECTION 01 25 00 - 1 06/15/17 11:32 AM

SUBSTITUTION REQUEST FORM

To: Yvonne Ginoulis, Tacoma Housing Authority We hereby submit in accordance with Division 01 section, 012500 for Substitutions Procedures for your consideration the following product instead of the specified item for the above project: Section Paragraph Specified Item Proposed Substitution: This substitution request shall be submitted in accordance with the Division 01 section for Substitution procedures. Attach complete technical data, including laboratory tests (if applicable), identifying the exact model, style and other pertinent information. Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Does the substitution affect dimensions shown on Drawings? Including thickness of paint when

dried and application requirements. B. What affect does substitution have on coordination with other trades? C. Differences between proposed substitution and specified items? D. Manufacturer WARRANTS the proposed item is suitable for the same functions, uses and

locations as the specified item: Yes No (may be grounds for product to be determined as “Not Acceptable”) E. Manufacturer has the SAME WARRANTY or better as the specified item and as required by the

General Conditions: Yes No (may be grounds for product to be determined as “Not Acceptable”)

Exterior Painting of Residential Buildings in Salishan - Tacoma Housing Authority June 15, 2017

SUBSTITUTION PROCEDURES SECTION 01 25 00 - 2 06/15/17 11:32 AM

G. Purpose for requesting substitution of a specified product during construction. The undersigned STATES that the function, appearance and quality are equivalent or superior to the specified item. The undersigned is AUTHORIZED to submit this substitution request and to APPROVE the payment of additional costs (if any) and other required revisions. Submitted by: Signature Name Printed Title Firm Address: Date: Area code Telephone Area code Fax For use by Owner: Date Received: Accepted Accepted as noted Not Accepted Received too late By: Date: Remarks:


SECTION 01 26 00 CONTRACT MODIFICATION PROCEDURES PART 1 – GENERAL 1.01 SECTION INCLUDES A. No additional work shall be undertaken without Owner’s written authorization.

B. Change of Work procedures to issue and address: a Construction Change Directive (CCD), Proposal Request (PR) or Construction Change Authorization (CCA) describing the revised work initiated by Owner.

C. Procedures to issue and address the Contractor’s written Request for Information (RFI) on their standard form asking for clarification of the construction documents.

D. Procedures to issue and address a Contractor’s Change Order Request (COR) for a change in work they discovered during the course of executing their Work for review by Owner.

E. Contractor’s documentation of costs and time. F. Preparation and processing of Change Orders. G. Revision to contractor’s request for Payment.

1.02 DEFINITIONS

A. Change Order: See Contract Form Agreement between Owner & Contractor (Section 000500) Supplementary Conditions (000810).

B. Field Directive (FD): See General Conditions of the Contract and Supplementary

Conditions. (THA Sample attached) C. Proposal Request (PR): A Written request for itemized quotations for changes in the

work signed by the Owner; which if accepted by the Owner affects either the Contract Sum or the Contract Time, for inclusion in a subsequent Change Order.

D. Request For Information (RFI) : Question asked by the Contractor (contractor’s form)

or Owner (Owner’s form) regarding this project, its documents and specifications, the installation, coordination, sequence, schedule, material, and equipment.

E. Change Order Request (COR): Contractor Form requesting additional money or time

regarding this project with documentation, cost break-down. Submitted to and approved by Owner prior to start of requested work.

1.04 CHANGE IN WORK PROCEDURES

A. Owner may initiate changes by submitting a Proposal Request, Construction Change Directive, and/or Construction Change Authorization to Contractor. 1. Includes a detailed description of the Change, Products, and location of the

change in the Project. 2. Supplementary or revised Drawings and Specifications may be issued. 3. A specific period of time during which the requested price will be considered

valid, if longer than the 30-day minimum as stipulated. B. Proposal Request (PR):

1. Is for information only, and is not an instruction to execute the changes, nor to stop work in progress.

2. There shall be NO CHARGES to the Owner for preparation of responses for Proposal Request.


3. Proposal responses shall be returned to Owner within 20 calendar days, and price responses shall be valid for a minimum of 30 calendar days following receipt of the costs.

4. Owner shall review costs. 5. If Owner accepts PR, then Contractor may proceed with the Work, but payment

will be approved after it is included a Change Order. C. Field Directive (FD) / Construction Change Directive (CCD) :

1. Directs the Contractor to proceed with the change when the cost and/or time provided by the Contractor is authorized by the Owner. It will designate the method determining any change in Contract sum or Contract time.

a. FD is issued only when Owner and Contractor agree to the method of determining costs

b. CCD is issued when Owner and Contractor can not agree to the method of determining costs. (it may be used when both parties agree)

2. Until the FD or CCD is authorized by the Owner, it is not an instruction to execute the changes, nor to stop work in progress.

3. There shall be NO CHARGE to the Owner for the preparation of CCD or FD costs.

4. Owner shall review final costs. 5. Upon Owner’s acceptance of the final costs, payment will be approved after it is

included in a Change Order. D. Through Change Order Requests (COR) Contractor may initiate cost proposals for

changes by submitting a written notice to Architect in accordance with the General and Supplementary Conditions, containing:

1. Description of the proposed changes. 2. Statement of the reason for making the changes. 3. Statement of the effect on the Contract Sum and the Contract Time. 4. Statement of the effect on the work of separate contractors.

5. Documentation supporting any change in Contract Sum or Contract Time, as appropriate.

6. Owner will review, and reject or accept Contractor’s Proposal for inclusion in a subsequent Field Directive or Change Order.

1.05 MINOR CHANGE PROCEDURES A. Request For Information (RFI) Contractor’s Questions: 1. Prior to asking a question, Contractor shall attempt to resolve the question

themselves, especially if it deals with coordination, scheduling, or being asked by a subcontractor.

2. Contractor will submit to the Owner their proposed revision identifying the related portion of the documents.

2. Contractor will provide a proposed solution for each question. 3. Owner will review and reply to the proposed revision and/or question within 20

days of its issuance. B. If it is determined that there will be additional costs or time for the minor changes, the

Owner will implement a Proposal Request. 1.06 DOCUMENTATION OF PROPOSALS AND CLAIMS

A. Support each quotation for a lump-sum proposal, and for each unit price which has not previously been established, with sufficient substantiating data to allow Owner to evaluate the quotation.

1. Labor required. 2. Equipment required.


3. Products required. a. Recommended source of purchase and unit cost. b. Quantities required. 4. Credit for work deleted from Contract, similarly documented. 5. Overhead and profit. 6. Justification for any change in Contract Time. 7. On request provide additional data to support time and cost computations. B. Support each claim for additional costs, and for work done on time-and-material/force

account basis, with documentation as required for a lump-sum proposal, plus additional information.

1. Statement of the reason for making the claim. 2. Dates and times work was performed, and by whom. 3. Time record, summary of hours worked, and hourly rates paid. 4. Receipts and invoices for: a. Equipment used, listing dates and times of use. b. Products used, listing of quantities. c. Subcontracts.

1.07 PREPARATION OF CHANGE ORDERS

A. Owner will prepare each Change Order which will include Owner accepted Proposal Requests, Final Cost Field Directive, Contractor’s Change Order Request, and Final Cost Construction Change Directives.

B. Form: Change Order C. Change Order will describe changes in the Work, both additions and deletions, with

attachments of revised Contract Documents to define details of the change. D. Change Order will provide an accounting of the adjustment in the Contract Sum and in

the Contract Time. E. Proposed Change Order will be sent to Architect and Contractor for their review prior to

its execution. 1.08 CHANGE ORDER PROCEDURES

A. Contractor signs and dates the Change Order to indicate agreement with the terms therein.

B. Owner and Architect will sign and date the Change Order as authorization for the Contractor to proceed with the changes, or give other written orders prior to execution of a change order.

1.09 CORRELATION WITH CONTRACTOR’S SUBMITALS

A. Revise Request for Payment forms monthly to record each change order as a separate item of Work, and to record the adjusted Contract Sum. Provide separate line items for each PR, FD, CCD, and COR included in the Change Order as directed by the Owner.

B. Revise the Construction Schedule to reflect each change in Contract Time. PART 2 – PRODUCTS Example Forms attached: Field Directive (THA) Proposal Request (PR) PART 3 - EXECUTION

(Not Used)

END OF SECTION

Exterior Painting of Residential Buildings in Salishan (Sal 1 -Sal 6)- Tacoma Housing Authority June 15, 2017

APPLICATION FOR PAYMENT 01 29 00 - 1

SECTION 01 29 00 - APPLICATION FOR PAYMENT PART 1 - GENERAL

1.01 RELATED DOCUMENTS A. General provisions of the Contract, including General Conditions and Division 1 Specification

Sections, apply to this Section.

1.02 SUMMARY A. This Section specifies administrative and procedural requirements governing the Contractor's

Applications for Payment. 1. Coordinate the Schedule of Values and Applications for Payment with the Contractor's

Construction Schedule, Submittal Schedule, and List of Subcontracts.

1.03 RELATED SECTIONS A. Division 1 Section "Submittals." B. Division 1 Section "Contract Close-out".

1.04 APPLICATIONS FOR PAYMENT

A. General: 1. Submit itemized payment request as required in General Conditions together with Schedule of

Values and other submittals as listed herein. 2. Except as otherwise indicated, sequence of progress payments is to be regular, and each must

be consistent with previous applications and payments; it is recognized that certain applications involve extra requirements, including initial application, application at times of substantial completion, and final payment application.

3. The Contractor certifies that to the best of his knowledge, information, and belief, the work covered by each Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by him for work for which previous Applications for Payment were issued and payments received from the Owner, and that current payment is now due.

B. Each Application for Payment shall be consistent with previous applications and payments as paid for

by the Owner. C. Payment Period: Payment periods shall be calendar months. D. Payment-Application Forms: use an Application and Certificate for Payment similar to HUD

Document HUD - 51001, attached at the end of this Section. E. Application Preparation: Complete every entry on the form. Include notarization and execution by a

person authorized to sign legal documents on behalf of the Contractor. The Owner will return incomplete applications without action. 1. Entries shall match data on the Schedule of Values and the Contractor's Construction Schedule.

Use updated schedules if revisions were made. 2. Include amounts of Change Orders issued prior to the last day of the construction period covered

by the application.

F. Transmittal: See 013100 Project Management for methods of sending copies. 1. Mailed: 2 signed originals within 24 hours of being sent. 2. E-mail: in Adobe PDF format on 8 1/2” x 11” pages

G. Initial Application for Payment: All submittals shall be complete and acceptable to the Architect. Administrative actions and submittals, that must proceed submittal of the first Application for Payment, include the following: 1. List of subcontractors. 2. List of principal suppliers and fabricators.


APPLICATION FOR PAYMENT 01 29 00 - 2

3. Schedule of Values. 4. Contractor's Baseline Construction Schedule. 5. Submittal Schedule. 6. List of Contractor's staff assignments. 7. Copies of permits. 8. Certificates of insurance and insurance policies. 9. Other documents as may be required in the Contract Documents.

H. Applications Each Month during Construction: Submit itemized application, in number of copies as specified below, each with Contractor's. Also include updated construction schedule, schedule narrative, short interval schedules for the payment period, and other documents required in the Contract Documents, with each application.

I. Construction Schedule Update: Contractor shall note the status of work complete compared to the

proposed schedule. J. Application for Payment at Substantial Completion: Following issuance of the Certificate of

Substantial Completion, submit an Application for Payment. 1. Administrative actions and submittals that shall precede or coincide with this application include:

a. Final cleaning. b. List of incomplete Work, recognized as exceptions to Architect's Certificate of Substantial

Completion. c. Occupancy permit and similar approvals.

K. Final Payment Application: Also see the General Conditions. Administrative actions and submittals that must precede or coincide with submittal of the final Application for Payment include the following: 1. Affidavit for payrolls, etc.have been paid. 2. Continuing insurance certificate, and written statement regarding insurance renewal. 3. Certification that materials are lead and asbestos free. 4. Certification that all permits are closed. 5. Consent of surety to Final Payment. 6. Warranties and maintenance agreements. 7. Test/adjust/balance records. 8. Approved operations and maintenance instructions. 9. Completion of Project close-out requirements. 10. Completion of items specified for completion after Substantial Completion. 11. Ensure that unsettled claims will be settled. 12. Transmittal of required Project construction records to the Owner. 13. Proof that taxes, fees, and similar obligations were paid. 14. Removal of temporary facilities and services. 15. Removal of surplus materials, rubbish, and similar elements.

1.05 SUBSTANTIATING DATA A. When Owner required substantiating information, submit data in a timely manner justifying line item

amounts in question.

PART 2 - PRODUCTS (Not Used).

PART 3 - EXECUTION (Not Used).

END OF SECTION

Periodic Estimate for Partial Payment

U.S. Department of Housing OMB Approval No. 2577-0157 (exp. 1/31/2017)and Urban Development

Office of Public and Indian Housing

Submit original and one copy to the Public Housing Agency.Complete instructions are on the back of this form. Public reporting burden for this collection of information is estimated to average 3.5 hours per response, including the time for reviewing instructions, searchingexisting data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. This agency may not conduct or sponsor, and a person is not required to respond to, a collection of information unless that collection displays a valid OMB control number. This information is collected under the authority of Section 6(c) of the U.S Housing Act of l937 and HUD regulations. HAs are responsible for contractadministration to ensure that the work for project development is done in accordance with State laws and HUD requirements. The contractor/subcontractorreports provide details and summaries on payments, change orders, and schedule of materials stored for the project The information will be used to ensure thatthe total development costs, identified in the ACC, are kept as low as possible and consistent with HUD construction requirements. Responses to the collectionare necessary to obtain a benefit. The information requested does not lend itself to confidentiality. Name of Public Housing Agency Periodic Estimate Number Period

From (mm/dd/yyyy) To (mm/dd/yyyy)

Item Number (1)

Description of Item (2)

Completed to Date (3)

$

Value of Contract Work Completed to Date (Transfer this total to line 5 on back of this sheet) $

Previous editions are obsolete ref. Handbooks 7417.1 & 7450.1 form HUD-51001 (1/2014)

Location of Project Project Number

Name of Contractor Contract Number

Instructions

Headings. Enter all identifying data required. Periodic estimates must benumbered in sequence beginning with the number 1.

Certifications. The certification of the contractor includes the analysis ofamounts used to determine the net balance due. In the first paragraph, enterthe name of the Public Housing Agency, the contractor, and the date of thecontract. Enter the calculations used in arriving at the "Balance Due ThisPayment" on lines 1 through 16.

Columns 1 and 2. The"Item Number"and "Description of Item" mustcorrespond to the number and descriptive title assigned to each principaldivision of work in the "Schedule of Amounts for Contract Payments", formHUD-51000. Enter the contractor's name and signature in the certification following line 16.

Column 3. Enter the accumulated value of each principal division of workcompleted as of the closing date of the periodic estimate. Enter the total inthe space provided.

The latter portion of this certification relating to payment of legal rates ofwages, is required by the contract before any payment may be made.However, if the contractor does not choose to certify on behalf of his/hersubcontractors to wage payments made by them, he/she may modify thelanguage to cover only himself /herself and attach a list of all subcontractorswho employed labor on the site during the period covered by the PeriodicEstimate, together with the individual certifications of each.

Certification of the Contractor or Duly Authorized Representative According to the best of my knowledge and belief, I certify that all items and amounts shown on the other side of this form are correct; that all work has been performed and material supplied in full accordance with the items and conditions of the contract between the (name of owner)

and (contractor) dated (mm/dd/yyyy) , and duly authorized deviations, substitutions, alterations, and additions; that the following is a true and correct statement of the Contract Account up to and including the last day of the period covered by this estimate, and that no part of the "Balance DueThis Payment" has been received.

1. Original Contract Amount $ Approved Change Orders:

2. Additions (Total from Col. 3, form HUD-51002) $ 3. Deductions (Total from Col. 5, form HUD-51002) $ (net) $ 4. Current Adjusted Contract Amount (line 1 plus or minus net) $

Computation of Balance Due this Payment 5. Value of Original Contract work completed to date (from other side of this form) $

Completed Under Approved Change Orders 6. Additions (from Col. 4, form HUD-51002) 7. Deductions (from Col.5, form HUD-51002)

$ $ (net) $

8. Total Value of Work in Place (line 5 plus or minus net line 7) $ 9. Less: Retainage, % $ 10. Net amount earned to date (line 8 less line 9) 11. Less: Previously earned (line 10, last Periodic Estimate)

$$

12. Net amount due, work in place (line 10 less line 11) $ Value of Materials Properly Stored

13. At close of this period (from form HUD-51004) $14. Less: Allowed last period $15. Increase (decrease) from amount allowed last period 16. Balance Due This Payment

$$

I further certify that all just and lawful bills against the undersigned and his/her subcontractors for labor, material, and equipment employed in the performanceof this contract have been paid in full in accordance with the terms and conditions of this contract, and that the undersigned and his/her subcontractors havecomplied with, or that there is an honest dispute with respect to, the labor provisions of this contract.

Name of Contractor Signature of Authorized Representative Title Date (mm/dd/yyyy)

Certificate of Authorized Project Representative and of Contracting Officer Each of us certifies that he/she has checked and verified this Periodic Estimate No. ; that to the best of his/her knowledge and belief it is a true statement of the value of work performed and material supplied by the contractor; that all work and material included in this estimate has been inspected byhim/her or by his/her authorized assistants; and that such work has been performed or supplied in full accordance with the drawings and specifications, theterms and conditions of the contract, and duly authorized deviations, substitutions, alterations, and additions, all of which have been duly approved. We, therefore, approve as the "Balance Due this Payment" the amount of $ Authorized Project Representative Date (mm/dd/yyyy) Contracting Officer Date (mm/dd/yyyy)

Warning: HUD will prosecute false claims and statements. Conviction may result in criminal and/or civil penalties. (18 U.S.C. 1001, 1010, 1012; 31 U.S.C. 3729, 3802)

Previous editions are obsolete ref. Handbooks 7417.1 & 7450.1 form HUD-51001 (1/2014)

Exterior Painting of Residential Buildings in Salishan (Sal 1 -Sal 6)- Tacoma Housing Authority 01 29 73 - 1

SECTION 01 29 73 SCHEDULE OF VALUES

PART 1 – GENERAL 1.01 SECTION INCLUDES A. Procedures for preparation and submittal of Schedule of Values. 1.02 RELATED SECTIONS A. General Conditions of the Contract. B. Division 01 section for Summary of Work, Submittals and Application for Payment 1.03 COORDINATION

A. Coordination: Coordinate preparation of the Schedule of Values with preparation of the Contractor’s Construction schedule. 1. Correlate line items in the Schedule of Values with other required administrative

schedules and forms, including: a. Contractor’s Construction Schedule b. Application for Payment forms, including Continuation Sheets c. List of subcontractors d. List of products e. List of principal suppliers and fabricators f. Schedule of submittals 2. Submit the Schedule of Values to the Owner at the earliest possible date but no

later than 15 days after the issuance of the Notice to Proceed, and not less than 15 days prior to the first application for payment.

1.04 CONTENT & FORMAT

A. Format and Content: Provide in conformance with the General Conditions 1. Form: Use HUD – 51001 Attachment 2 Application for Payment form. 2. Identification: Include the following Project identification on the Schedule of

Values: a. Project name and location b. Name of the Owner c. Project number d. Contractor’s name and address e. Date of submittal 3. Arrange the Schedule of Values in tabular form, and include the following: a. Related Specification Section or Division b. Description of Work c. Change Orders (numbers) that affect value d. Dollar value

e. Percentage of Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent.

4. Provide a breakdown of the contract Sum in sufficient detail to facilitate continued

evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Break principal subcontract amounts down into several line items.

5. Round amounts to nearest whole dollar; the total shall equal the Contract Sum. 6. Provide a separate line item in the Schedule of Values for each part of the Work

where Applications for Payment may include materials or equipment, purchased or fabricated and stored, but not yet installed.


7. Provide separate line items on the Schedule of Values for initial cost of the materials, for each subsequent stage of completion, and for total installed value of that part of the Work.

8. Project Closeout: Separate line item equaling the 2 percent of the Contract

Amount. 9. Mobilization: Separate line item limited to a maximum of 2 percent of the

Contract Amount. 10. Margins of Cost: Show line items for indirect costs and margins on actual costs

only when such items are listed individually in Applications for Payment. Each item in the Schedule of Values and Applications for Payment shall be complete. Include the total cost and proportionate share of general overhead and profit margin for each item. a. Temporary facilities and other major cost items that are not direct cost of

actual work-in-place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at the Contractor’s option.

11. Miscellaneous:

a. Correlate line items with other administrative schedules and forms required for the work, including progress schedule, payment request form, listing of subcontractors, listing of products and principal suppliers and fabricators and schedule of submittals.

b. Upon request of the Owner, submit further breakdown of the work in any of the Sections of the Project Manual.

c. For each line item of installed value exceeding $10,000.00 show breakdown by major projects or operations under each item.

12. Provide a separate line item for Washington State sales tax. 13. Provide separate line item for each allowance. 14. Group and total work items by each facility. 1.05 SUBMITTAL

A. Submit a copy of Schedule of Values to Owner to determine if content is acceptable. 1.06 SUBSTANTIATING DATA

A. When Owner requests substantiating information, submit data justifying line item amounts in question.

PART 2 – PRODUCTS

(Not Used) PART 3 – EXECUTION Not Used)

END OF SECTION

Exterior Painting of Residential Buildings in Salishan (Sal 1 -Sal 6)- Tacoma Housing Authority 01 31 00-1

SECTION 01 31 00 – PROJECT MANAGEMENT PART 1 - GENERAL

1.01 RELATED DOCUMENTS A. General provisions of the contract, including General Conditions and Division 1 Specification


1.02 SUMMARY A. This Section includes administrative and supervisory requirements necessary for coordinating

construction operations including, but not necessarily limited to, the following: 1. Division 1 Section "Submittals" for preparing and submitting the Contractor's Construction

Schedule. 2. Division 1 Section "Materials and Equipment" for coordinating general installation. 3. Division 1 Section "Contract Close-Out" for coordinating contract close-out.

B. Acceptable Methods of Sending Communications, Memos, Submittals, and Payment Requests 1. U.S. Mail 2. Private Mail (FedEx, UPS) 3. Courier 4. Fax 5. Internet (E-mail)

1.03 CONSTRUCTION ORGANIZATION A. On-Site Lines of Authority and Communications: Establish on-site lines of authority and

communications including attendance at Pre-construction Meeting and Progress Meetings as required by the Owner / Architect.

B. Intra-Project Communications: Comply with procedures for intra-project communications including:

1. Submittals. 2. Reports and records. 3. Recommendations. 4. Coordination drawings. 5. Schedules. 6. Resolution of conflicts.

C. Permits & Approvals: Verify in writing to Owner within thirty (30) days after Notice to Proceed that subcontractors have obtained required permits and inspections for work and for temporary facilities.

D. Control Use of Site

1. Supervise field engineering and Project layout. 2. Allocate field office and storage space and work and storage areas for use of each subcontract or

Contractor.

1.04 COORDINATION A. Coordinate construction operations included in various Sections of these Specifications to ensure

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

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

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

3. Make provisions to accommodate items scheduled for later installation. 4. Provide full-time superintendent at the site to manage and coordinate the work.


B. Coordinating Subcontractors Work: 1. Coordinate the Work of all subcontractors and make certain that, where the work of one trade is

dependent upon the work of another trade, the work first installed is properly placed, installed, aligned and finished as specified or required to properly receive subsequent materials applied or attached thereto.

2. Direct subcontractors to correct defects in substrates they install when subcontracts of subsequent materials have a reasonable and justifiable objection to such surfaces.

3. Do not force subcontractor to apply or install products to improperly installed product.

C. Coordinating Utilities: 1. Contractor shall be responsible for coordination of and work impacting utilities.

D. Where necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings. 1. Prepare similar memoranda for the Owner and separate contractors where coordination of their

work is required.

E. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and assure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of schedules. 2. Installation and removal of temporary facilities. 3. Delivery and processing of submittals. 4. Progress meetings. 5. Project close-out activities.

1.05 SUBMITTALS A. Coordination Drawings: Prepare coordination drawings where careful coordination is needed for

installation of products and materials fabricated by separate entities. Prepare coordination drawings where limited space availability necessitates maximum utilization of space for efficient installation of different components. 1. Show the relationship of components shown on separate Shop Drawings. 2. Indicate required installation sequences. 3. Comply with requirements contained in Section "Submittals."

B. Staff Names: Within 10 days after issuance of the Notice to Proceed, submit a chain of command organizational chart as described in the General Conditions.

1.06 CLOSE-OUT DUTIES

A. At completion of work of each subcontract, conduct inspection to ensure that: 1. Work is acceptable. 2. Temporary facilities and debris have been removed from site.

B. At Substantial Completion: 1. Conduct inspection and prepare list of work to be completed or corrected. 2. Assist Architect in review. 3. Supervise correction and completion of Work as established in Owner’s review reports ("punch

lists"). C. At Final completion:

1. Do not request review before verifying completion of Substantial completion "punch list". 2. Assist Owner in review.

1.07 METHODS OF SENDING COMMUNICATIONS, MEMOS, SUBMITTALS, AND PAYMENT REQUESTS

A. All sent items shall have a transmittal that: 1. Identifies recipient and sender 2. Notes Date sent 3. Project Name and Number


4. Lists items sent and quantities of each 5. Action required of recipient

B. Mailed items sent by US Mail, Private Mail or Courier will be Pre-paid. Cash-on-Delivery (COD) mail will be returned to sender unopened.

C. Faxed items limited to maximum of 10 (8 1/2 x 11) pages. D. Internet (E-mail): 1. Sent items in Adobe PDF Format only 2. E-mail message may be used as the transmittal form 3. E-mail may be used to deliver Official Notifications provided the notification is an attached letter

on company letterhead in PDF Format. PART 2 - PRODUCTS (Not used). PART 3 – EXECUTION 3.01 GENERAL COORDINATION PROVISIONS

A. General: 1. Contractor is responsible for the coordination of the work of all trades. Contractor shall check

specifications, addenda, and drawings covering all trades as the work progresses. He shall promptly report to the Owner what Contractor considers omissions, conflicts or points requiring clarification.

2. Contractor shall prepare and distribute to each entity performing work at project site, a written memorandum of instructions on required coordination activities, including required notices, reports and attendance at meetings.

3. Prime Contractor and Subcontractors, shall diligently comply with the following requirements: a. Cooperate in planning and layout of the work well in advance of operations. b. Inform other contractors of requirements at proper time to prevent delay or revisions. c. Be informed on the requirements of other contractors and check own work for conflicts with

the work of other contract. d. Ensure delivery of materials and performance of work on coordinated schedule with other

contracts. e. The Contractor shall be represented on the job site by his/her superintendent at all times

when there is construction going on, including the work of his/her subcontractors, as well as his/her own.

B. Coordination of Reports/Activities: Coordinate both the procedural timing and the listing (naming and sequencing) of reports/activities required by provisions of this Section and other Sections, to afford consistency and logical coordination between submitted reports or lists. Maintain coordination and correlation between separate reports by updating at month, day or shorter time intervals. Make appropriate distribution of each report and updated report to entities involved in the work including Owner. In particular, provide close coordination of progress schedule, schedule of values, listing of subcontracts, schedule of submittals, progress reports, and payment requests.

C. Coordination Drawings: Where work by separate entities requires off-site fabrication of products and

materials which must be accurately interfaced and closely intermeshed to produce required results, prepare coordination drawings to indicate how the work shown by separate shop drawings will be interfaced, intermeshed and sequenced for installation. Comply with submittal requirements of Division 01 section for Submittals.


D. Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

E. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of

uncovering completed construction for that purpose.

3.02 CLEANING AND PROTECTION A. Clean and protect construction in progress and adjoining materials in place, during handling and

installation. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion.

B. Clean and provide maintenance on completed construction as frequently as necessary through the

remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging affects.

C. Limiting Exposures: Supervise construction operations to ensure that no part of the construction,

completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Where applicable, such exposures include, but are not limited to, the following: 1. Excessive static or dynamic loading. 2. Excessive internal or external pressures. 3. Excessively high or low temperatures. 4. Thermal shock. 5. Excessively high or low humidity. 6. Dust, dirt, air contamination or pollution. 7. Water or ice. 8. Solvents. 9. Chemicals. 10. Light. 11. Radiation. 12. Puncture. 13. Abrasion. 14. Heavy traffic. 15. Soiling, staining, and corrosion. 16. Bacteria. 17. Rodent and insect infestation. 18. Combustion. 19. Electrical current. 20. High-speed operation. 21. Improper lubrication. 22. Unusual wear or other misuse. 23. Contact between incompatible materials. 24. Destructive testing. 25. Misalignment. 26. Excessive weathering. 27. Unprotected storage. 28. Improper shipping or handling. 29. Theft. 30. Vandalism.

END OF SECTION


SECTION 01 33 00 - SUBMITTALS

PART 1 - GENERAL 1.01 RELATED DOCUMENTS

A. General provisions of the Contract, including General Conditions and Division 1 Specification Sections, apply to this Section.

1.02 SUMMARY

A. This Section includes administrative and procedural requirements for submittals required for performance of the Work, including the following: 1. Contractor's construction schedule. 2. Submittal schedule. 3. Daily construction reports. 4. Shop drawings. 5. Product data. 6. Product Samples and Mock-up Installations

B. Administrative Submittals: Refer to other Division 1 Sections and other Contract Documents for

requirements for administrative submittals. Such submittals include, but are not limited to, the following: 1. Permits 2. Applications for payment 3. Performance and payment bonds. 4. Insurance certificates. 5. List of subcontractors.

C. Related Sections: The following Sections contain requirements that relate to this Section:

1. Division 1 Section "Applications for Payment" specifies requirements for submittal of the Schedule of Values.

2. Division 1 Section "Coordination" specifies requirements governing preparation and submittal of required Coordination Drawings.

3. Division 1 Section "Project Meetings" specifies requirements for submittal and distribution of meeting and conference minutes.

4. Division 1 Section "Contract Closeout" specifies requirements for submittal of Project Record Documents and warranties at project closeout.

5. General Conditions include requirements for construction schedules.

D. Methods of Sending: See 013100 Project Management for acceptable means of sending submittals. 1.03 DEFINITIONS

A. Coordination Drawings show the relationship and integration of different construction elements that require careful coordination during fabrication or installation to fit in the space provided or to function as intended.

B. Shop Drawings: Shop drawings include specially-prepared technical data for this project, including

drawings, diagrams, performance curves, data sheets, schedules, templates, patterns, reports, calculations, instructions, measurements and similar information not in standard printed form for general application to several projects.

C. Product Data: Product data includes standard printed information on materials, products and

systems; not specially-prepared for this project, other than the designation of selections from among available choices printed therein.


1.04 SUBMITTAL PROCEDURES

A. General: 1. Before submittal of shop drawings, brochures, and lists, Contractor shall carefully review same

for correctness, dimensions, and technical applicability to the project Contract Document requirements. Contractor is to note his/her approval together with any notes or amendments thereto for compliance with the Contract Documents by suitable stamp, date and the signature of the Contractor or his/her representative authorized to so sign. Items submitted but not stamped and signed by the Contractor will not be reviewed by the Architect until stamped and signed as noted herein above.

2. Submit Operation and Maintenance Manuals 10 days prior to scheduled training sessions.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and

related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related elements of the Work so

processing will not be delayed by the need to review submittals concurrently for coordination. a. The Architect reserves the right to withhold action on a submittal requiring coordination with

other submittals until all related submittals are received. Submittals requiring color selection is one example of a sample which may take longer to process.

3. Process: To avoid the need to delay installation as a result of the time required to process submittals, allow sufficient time for submittal review, including time for re-submittals. a. Allow 2 weeks for initial review. Allow additional time if the Architect must delay processing

to permit coordination with subsequent submittals. b. If an intermediate submittal is necessary, process the same as the initial submittal. c. Allow 1 week for reprocessing each submittal. d. No extension of contract Time will be authorized because of failure to transmit submittals to

the Architect sufficiently in advance of the Work to permit processing.

C. Submittal Preparation: Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared each submittal on the label or title block. 1. Provide spaces approximately 4 by 5 inches (100 by 125 mm) each on the label or beside the

title block on Shop Drawings to record the Contractor's and Owner’s review and approval markings and the action taken.

2. Include the following information on the label for processing and recording action taken. a. Project name. b. Date. d. Name and address of the Contractor. c. Name and address of the subcontractor. d. Name and address of the supplier. e. Name of the manufacturer. f. Number and title of appropriate Specification Section. g. Drawing number and detail references, as appropriate.

D. Submittal Transmittal: Package each submittal appropriately for transmittal and handling. Transmit each submittal from the contractor to the Owner using a transmittal form. The Owner will not accept submittals received from sources other than the Contractor. 1. On the transmittal, record relevant information and requests for data. On the form, or separate

sheet, record deviations from Contract Document requirements, including variations and limitations. Include Contractor's certification that information complies with Contract Document requirements.

E. Submittal Log:

1. Contractor shall prepare a log of submittals and their actions 2. Include the Submittal log with the Record Product Data at Substantial Completion


1.05 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Within 10 calendar days after the Notice to Proceed, the Contractor shall submit a construction schedule for the Work. The schedule shall be in bar-graph format, or similar format approved by the Architect and Owner. The schedule shall be time-scaled, with weekends and holidays shown. Duration shall be in workdays. No on-site activity shall be of a duration greater than fifteen workdays. Show all construction-related activities including activities such as mobilization, punch list completion and project closeout. Include activities related to procurement, delivery and installation of emergency generator.

B. Contractor shall meet with the Owner to review the construction schedule and explain the Contractor’s approach to the scheduling and sequencing of the Work. Within five days after the meeting, the Contractor shall adjust and resubmit the construction schedule to fairly incorporate comments by the Owner.

1.06 SUBMITTAL SCHEDULE A. Coordinate the List of Subcontractors, Schedule of Values, O & M Manuals, the Products Submittals

and the Contractor's Construction Schedule. 1. Prepare the Contractor's Construction Schedule in chronological order. Provide the following

information: a. Scheduled date for the first submittal. b. Related Section number. c. Submittal category (Shop drawings, Product Data, or Samples). d. Name of the subcontractor. e. Description of the part of the Work covered. f. Scheduled date for re-submittal. g. Scheduled date for the Owner’s final release or approval.

B. Distribution: Following response to the initial submittal, print and distribute copies to the Owner, subcontractors, and other parties required to comply with submittal dates indicated. 1. When revisions are made, distribute to the same parties. Delete parties from distribution when

they have completed their assigned portion of the Work and are no longer involved in construction activities.

C. Schedule Updating: Revise the schedule after each meeting or activity where revisions have been

recognized or made. Issue the updated schedule concurrently with the report of each meeting.

1.07 DAILY CONSTRUCTION REPORTS A. Prepare a daily construction report recording the following information concerning events at the site,

and submit duplicate copies to the Owner on a daily basis by fax or electronically: 1. List of Contractor and subcontractors at the site. 2. Count of personnel at the site for contractor and each subcontractor. 3. Work started, in progress and completed. 4. High and low temperatures, general weather conditions. 5. Accidents and unusual events. 6. Meetings and significant decisions. 7. Stoppages, delays, shortages, and losses. 8. Equipment on site. 9. Emergency procedures. 10. Orders and requests of governing authorities. 11. Change Orders received, implemented. 12. Equipment or system tests and startups. 13. Partial Completions, occupancies. 14. Substantial Completions authorized. 15. Number and location(s) of construction photographs taken. 16. Other significant project activities, decisions and impacts that occurred.

1.08 SHOP DRAWINGS A. Submit newly prepared information drawn accurately to scale. Highlight, circle, or otherwise indicate

deviations from the Contract Documents. Do not reproduce Contract Documents or copy standard


information as the basis of Shop Drawings. Standard information prepared without specific reference to the Project is not a Shop Drawing. Submitting quantities necessary for Contractor and subcontractors/suppliers, plus the quantities required for the Owner.

B. All items shown on shop drawings that do not conform to drawings and specifications shall be specifically noted as such, flagged and brought to the Architect's attention. In any case, the Architect's stamp of review shall not include approval of unauthorized changes in the Contract Documents, except where specific written approval is given.

C. Shop Drawings include fabrication and installation Drawings, setting diagrams, schedules, patterns,

templates and similar Drawings. Include the following information: 1. Dimensions. 2. Identification of products and materials included by sheet and detail number. 3. Compliance with specified standards. 4. Notation of coordination requirements. 5. Notation of dimensions established by field measurement. 6. Sheet Size: Except for templates, patterns and similar full-size Drawings, submit Shop Drawings

on sheets at least 8-1/2 by 11 inches but no larger than 24 by 36 inches. 7. Submit one print for the Architect's review. The Architect will return one print. 8. Do not use Shop Drawings without an appropriate final stamp indicating action taken.

1.09 PRODUCT DATA A. Collect Product Data into a single submittal for each element of construction or system. Product data

includes printed information, such as manufacturer's installation instructions, catalog cuts, standard color charts, roughing-in diagrams and templates, standard wiring diagrams, and performance curves. 1. Mark each copy to show applicable choices and options. Where printed Product Data

includes information on several products that are not required, mark copies to indicate the applicable information. Include the following information: a. Manufacturer's printed recommendations. b. Compliance with trade association standards. c. Compliance with recognized testing agency standards. d. Application of testing agency labels and seals. e. Notation of dimensions verified by field measurement. f. Notation of coordination requirements.

2. Do not submit Product Data until compliance with requirement of the Contract Documents has been confirmed.

3. Submittals: Submit enough copies such that the Architect may retain 2 sets, and so that the Contractor will have enough copies for his use and for his subcontractors and suppliers, plus the number required for the maintenance manuals. The Architect will retain two sets and will return the others marked with action taken and corrections or modifications required. a. Unless noncompliance with Contract Document provisions is observed, the submittal

may serve as the final submittal. 4. Distribution: Furnish copies of final submittal to installers, subcontractors, suppliers,

manufacturers, fabricators, and others required for performance of construction activities. Show distribution on transmittal forms. a. Do not proceed with installation until a copy of Product Data is in the Installer's

possession. b. Do not permit use of unmarked copies of Product Data in connection with construction.

1.10 SAMPLES A. Submit samples of the actual product specified to illustrate functional and aesthetic characteristics of

the Product, with integral parts and attachment devices. B. Submit samples of finishes from the full range of manufacturers standard colors, textures and

patterns for Architect selection. C. Include identification on each sample, with full Project information. D. Submit the number of samples specified in individual specification Sections; one of which will be

retained by Architect. E. Field samples and Mock-ups:


1. Contractor shall erect, at the Project site, at a location acceptable to the Architect. 2. Size or area: that specified in the respective specification section. 3. Coordinate sample submittals with interfacing work. 4. Fabricate each field sample complete with finishes, connections, and sequencing with other

products. 5. Accepted Field Samples and Mock-ups are the arbiter of actual completed work. 4. Accepted field samples and mock-ups remain until conclusion of Work or when allowed by the

Architect.

1.11 MANUFACTURER’S INSTRUCTIONS A. When specified in individual Sections, submit manufacturer’s printed instructions for delivery, storage,

assembly, installation, start-up, adjusting, and finishing, in quantities specified for Product Data. B. Identify conflicts between manufacturer’s instructions and Contract documents.

1.12 MANUFACTURER’S CERTIFICATES A. When specified in individual Sections, submit manufacturer’s certificate to Architect for review, in

quantities specified for Product Data. B. Indicate material or Product conforms to or exceeds specified requirements. Submit supporting

reference date, affidavits, and certifications as appropriate. C. Certificate may be recent or previous test results on material or Product, but must be acceptable to

Architect.

1.13 COLOR SELECTION A. Exterior colors selected when all exterior color samples have been submitted. B. Interior colors selected when all interior color samples have been submitted. 1.14 MISCELLANEOUS SUBMITTALS

A. Warranties: Furnish 3 copies of sample warranties, guarantees and product/workmanship bonds, which are uniquely prepared and executed for the project on materials and equipment installed and the technical provisions of the specifications. Submit final warranties in quantities as required for O & M Manuals.

B. Operation & Maintenance Data: Furnish instructions and data on materials and equipment installed in the work in accordance with requirements of the technical provisions of the specifications and assemble as Division 01 section “Warranties”. 1. This information is the basis for the training sessions.

1.15 OWNER ACTION

A. Except for submittals for the record or for information, where action and return is required, the Architect will review each submittal, mark to indicate action taken, and return promptly. 1. Compliance with specified characteristics is the Contractor’s responsibility.

B. Action Stamp Owner’s Response: The Owner will stamp each submittal with a uniform, action stamp, or cover sheet with action stamp. The Architect will mark the stamp appropriately to indicate the action taken, as follows: 1. The Owner’s review stamp has indications for the following conditions:

a. “No Exceptions Taken”: If this box is marked, the work covered by the submittal may proceed provided it complies with the requirements of the Contract Documents; acceptance of the work will depend upon compliance.

b. “Make Corrections Noted:: If this box is marked, the work covered by the submittal may proceed provided it complies with the Architect’s notations or corrections to the submittal and with the requirements of the Contract Documents; acceptance of the work will depend on that compliance.

c. “Resubmit”: If this box is marked, do not proceed with the work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise the submittal or prepare a new submittal in accordance with the Architect’s notations and resubmit without delay.

d. Not Reviewed: Unsolicited Submittals: The Owner will return unsolicited submittals to the sender without action.


PART 2 - PRODUCTS (Not used).

PART 3 - EXECUTION

3.01 SUBMITTALS A. General:

1. The listing of submittals hereinafter is set forth generally as a check list for the Contractor's convenience and are general in nature.

2. The Owner reserves the right to add to this list in case of omissions of any submittals specified in other Sections but not listed hereinafter.

B. Submittals, Within 10 Days of Notice of Intent to Award Contract: 1. Executed Agreement. 2. Performance and Labor & Material Payment Bonds (State of Washington Statutory Form for

Public Work, RCW 39.08) with certified copy of Power of Attorney from Attorney-in-Fact Executing bonds.

3. Certified copies of Contractor's Liability Insurance Policies (AIA Doc. G705). 4. List of subcontractors and major material suppliers for the Work. 5. A chain-of-command organizational chart per the General Conditions, Article 3.9.2.

C. Submittals, within 10 Days After Notice to Proceed: 1. Construction Schedule. 2. Submittal Schedule. 3. Emergency telephone list for key personnel of Contractor and principal subcontractors.

D. Submittals, Within 15 Days After Notice to Proceed: 1. All submittals, shop drawings and product data. 2. Schedule of Values. 3. Retainage Agreement.

E. Submittals, Within 25 Days After Notice to Proceed: 1. Preliminary O & M Manuals

F. Submittals, to Precede or Accompany the First Month's Application for Payment 1. Copies of permits.

G. Submittals, to Precede or Accompany Each Month's Payment: 1. Application and Certification for Payment. 2. Notarized affidavit of payments to all subcontractors and major material suppliers 3. Updated construction schedule, if any changes have been made to schedule since last submittal.

H. Submittals, Prior to Substantial Completion: 1. Notification to Owner that work of the Project is substantially complete, including a listing of items

of work to be completed or corrected. 2. Refer to Division 01 section “Contract Close Out” for additional submittal items required as a

prerequisite to Substantial Completion. I. Submittals, prior to Final Acceptance (Completion):

1. See Division 01 section “Contract Close Out”

END OF SECTION


SECTION 01 35 10 - SAFETY PROCEDURES

PART 1 - GENERAL

1.01 PRELIMINARY WORK

A. Prior to the start of and during the course of the Work the Contractor shall make a thorough survey of the entire work site to determine all potential hazards. Workmen shall be made aware of those hazards and shall be instructed in procedures and the use of equipment for their protection. The Contractor shall verify the location and condition ("live" or "dead") of all utilities on and near the work site and take precautions to protect his employees, the general public, and the property.

1.02 IMMINENT DANGER

A. The Contractor shall be wholly responsible for any accidents (including death) occurring at any time during the progress of the work and until the final acceptance of the work by the Owner which may happen to any of his workmen or those of any Subcontractor employed on the building, or for any damage or injuries (including death) which his work and operations may cause to the work being constructed, or to existing buildings, or to any tenants an occupants of the property, or of the adjoining properties, or to the public, or to any public or private property.

1.03 SAFETY

A. The Contractor shall ensure that all employees, visitors, subcontractor's, employees, and suppliers' employees, while on the work site, comply with the requirements of WISHA, these requirements, and the safety precautions contained in the several Specifications Sections. The Contractor shall promptly and fully comply with, execute and, without separate charge thereof to the Owner, shall enforce compliance with the provisions of the Washington Industrial Safety and Health Act of 1973, with particular attention paid but not limited to Chapter 296-155, WAC Safety Standards for Construction Work; with particular attention paid but not limited to Chapter 296-24 WAC General Safety and Health Standards; with particular attention paid but not limited to Chapters 296-27, 196-350 and 296-360 WAC regarding Administrative Safety and Health Act Chapter 49-17 RCW, and any addenda thereto.

B. The Contractor shall immediately advise the Owner of inspections conducted by WISHA at the work site, and shall transmit copies of citations and violations to the Owner and Architect.

1.04 SAFETY RESPONSIBILITIES

A. Contractor shall be responsible to:

1. Ensure compliance with these requirements, WISHA requirements, and other safety requirements.

2. Authorize immediate action to correct substandard safety conditions. 3. Review and act to ensure compliance with safety procedures with his supervisors,

subcontractors, and suppliers. 4. Make thorough daily safety inspections of the work site and immediately act to eliminate

unsafe acts and unsafe conditions. 5. Investigate work site accidents and recommend immediate corrective action. 6. Assist in the preparation of accident investigation and reporting procedures. 7. Be responsible for the control, availability, and use of safety equipment, including employee

personal protective equipment.


1.05 REQUEST FOR VARIANCES

A. Requests for variances to deviate from WISHA requirements must follow the current established procedures by that Agency.

1.06 FAILURE TO COMPLY

A. If the project is shut down due to the Contractor's failure to comply with the requirements of WISHA or other applicable safety requirements, no part of the time loss due to any such suspension of operations or stop orders shall be made the subject of a claim for extension of time or for increased cost or damage by the Contractor.

PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used)

END OF SECTION


SECTION 01 41 00 GOVERNING AGENCIES

PART 1 – GENERAL 1.01 SECTION INCLUDES A. Government agencies who may have jurisdiction for inspections and approvals. 1.02 RELATED SECTIONS A. Any section saying “Governmental Agencies, Building Officials, Authority Having

Jurisdiction (AHJ)” or similar words referring to city, county, state or federal agencies that have issued permits required for the construction of this project”.

1.03 SUBMITTALS

A. Send to Owner a copy of all written correspondence giving approval or requesting changes.

1.04 QUALITY ASSURANCE

A. Contractor and Subcontractors should have all correspondence in writing from the governing agencies.

B. Contractor and subcontractors will build according to the drawings unless the building codes and/or building officials require more than shown on the drawings or specifications.

1.05 SCHEDULING

A. Contractor at the start of the project will obtain information from the governing agencies concerning notification deadlines for inspection.

B. It is the Contractor’s responsibility to obtain the required inspections in a timely manner to maintain the construction schedules. Delays for untimely inspectors are the Contractor’s cost.

PART 2 – PRODUCTS 2.01 GOVERNMENTAL AGENCIES or Authority Having Jurisdiction

These agencies may not be all that have jurisdiction for this project. This listing is only for the Contractor’s convenience. Contractor is responsible for obtaining all necessary permits, inspections, and approvals, even if they are not listed below. A. Building Department: City of Tacoma B. Mechanical/ Energy: City of Tacoma C. Electrical: Tacoma Power D. Phone: E. Gas: PSE F. Sanitary Sewer: City of Tacoma

PART 3 – EXECUTION (Not Used)

END OF SECTION


SECTION 01 42 00 REFERENCE STANDARDS AND DEFINITIONS

PART 1 – GENERAL 1.01 SECTION INCLUDES A. Use of Reference Standards in the Contract Documents B. General Language Usage C. Abbreviations used in Contract Documents.

D. Initials used in Contract Documents to identify reference standards. E. Definition of words used in the Contract Documents

1.02 USE OF REFERENCE STANDARDS

A. Application: When a standard is specified by reference, comply with requirements and recommendations stated in that standard, except when requirements are modified by the Contract documents, or applicable codes establish stricter standards.

B. Publication Date: The publication in effect on the date of issue of Contract Documents,

except when a specific publication date is specified. C. Should specified reference standards conflict with Contract Documents, request

clarification from Owner before proceeding. D. The contractual relationship of the parties to the Contract shall not be altered from the

Contract Documents by mention or inference otherwise in any reference document. 1.03 GENERAL LANGUAGE USAGE

A. These Specifications are, for certain Sections, written in the imperative mood, abbreviated, or “streamlined”, and frequently include incomplete sentences. In Sections or parts of Sections written in the imperative mood, words such as “shall”, “shall be”, “the Contractor shall”, and similar mandatory phrases and the words “of”, “the”, “a”, “an”, and “all”, shall be supplied by inference in the same manner as they are in a note on the Drawings. The Contractor shall furnish or install or provide, as applicable, all items listed and perform all operations required, and shall furnish all labor, materials, equipment, services, and incidentals required for completion of the work.

B. For purpose of brevity, the words “install” or “erect” or “connect” or “apply in accordance

with the manufacturer’s written recommendations” shall not, in all cases, be repeated in these specifications. However, in all cases, each and every item, material or equipment shall be installed or erected or connected or applied strictly in accordance with the manufacturer’s written recommendations.

1.04 ABBREVIATIONS

A. Other abbreviations used in project manual and on drawings are indicated on the Title sheet or elsewhere in the drawings.

1.05 INITIALS, NAMES, AND ADDRESS OF ORANIZATIONS

A. Obtain copies of referenced standards direct from publication source, when needed for proper performance of Work, or when required for submittal by Contract Documents.

AA Aluminum Association 818 Connecticut Avenue, NW Washington, D.C. 20006


AABC Associated Air Balance Council 1000 Vermont Avenue, NW Washington, D.C. 20005 AASHTO American Association of State Highway And Transportation Officials 444 North Capitol Street, NW Washington, D.C. 20001 ACI American Concrete Institute Box 19150 Redford Station Detroit, MI 48219 ADC Air Diffusion Council 230 North Michigan Avenue Chicago, IL 60601 AGC Associated General Contractors of America 1957 E Street NW Washington, DC 20006 AI Asphalt Institute Asphalt Institute Building College Park, MD 20740 AIA American Institute of Architects 1735 New York Avenue NW Washington, DC 20006 AISC American Institute of Steel Construction 400 North Michigan Avenue, Eighth Floor Chicago, IL 60611

AISI American Iron and Steel Institute 1000 16th Street NW Washington, DC 20036 AITC American Institute of Timber Construction 333 West Hampden Avenue Englewood, CO 80110 AMCA Air Movement and Control Association 30 West University Drive Arlington Heights, IL 60004 ANSI American National Standards Institute 1430 Broadway New York, NY 10018 APA American Plywood Association Box 11700 Tacoma, WA 98411 APAW Asphalt Paving Association of Washington 1200 Westlake Avenue N Seattle, WA 98109


ARI Air-Conditioning and Refrigeration Institute 1815 North Fort Meyer Drive Arlington, VA 22209

ASHRAE American Society of Heating, Refrigerating And Conditioning Engineers 1791 Tullie Circle NE Atlanta, WA 30329

ASME American Society of Mechanical Engineers 345 East 47th Street New York, NY 10017

ASPA American Sod Producers Association Association Building Ninth and Minnesota Hastings, NE 68901

ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103

AWI Architectural Woodwork Institute 2310 South Walter Reed Drive Arlington, VA 22206

AWPA American Wood-preservers Association 7735 Old Georgetown Road Bethesda, MD 20014

AWS American Welding Society 550 Le Jeune Road Miami, FL 33135

AWWA American Water Works Association 6666 West Quincy Avenue Denver, CO 80235

CDA Copper Development Association 57th Floor, Chrysler Building 405 Lexington Avenue New York, NY 10174

CLFMI Chain Link Fence Manufacturers Institute 1101 Connecticut Avenue, NW Washington, DC 20036

CRSI Concrete Reinforcing Steel Institute 933 Plum Grove Road Schaumburg, IL 60195

EJCDC Engineers Joint Contract Documents Committee American Consulting Engineers Council 1050 15th Street NW Washington, DC 20005


EJMA Expansion Joint Manufacturers Association 707 Westchester Avenue White Plains, NY 10604 FGMA Flat Glass Marketing Association 3310 Harrison White Lakes Professional Building Topeka, KS 66611 FM Factory Mutual System 1151 Boston-Providence Turnpike Norwood, MA 02062 FS Federal Specification General Services Administration Specifications and Consumer Information Distribution Section (WFSIS) Washington Navy Yard, Bldg. 197 Washington, DC 20407 GA Gypsum Association 1603 Orrington Avenue Evanston, IL 60201 IBC International Building Code of International Council Of Building Officials 5630 South Workman Mill road Whittier, CA 90601 IEEE Institute of Electrical and Electrical Engineers 345 East 47th Street New York, NY 10017 IMIAC International Masonry Industry All-Weather Council International Masonry Institute 815 15th Street NW Washington, DC 20005 IPC International Plumbing Code International Association of Plumbing And Mechanical Officials 5032 Alhambra Avenue Los Angeles, CA 90032 MFMA Maple Flooring Manufacturers Association 2400 East Devon Suite 205 Des Plaines, IL 60018 MIL Military Specification Naval Publications and Forms Center 5801 Tabor Avenue Philadelphia, PA 19120 ML/SFA Metal Lath/Steel Framing Association 221 North LaSalle Street


Chicago, IL 60601 NAAMM National Association of Architectural Metal Manufacturers 221 North LaSalle Street Chicago, IL 60601 NEBB National Environmental Balancing Bureau 8224 Old Courthouse Road Vienna, VA 22180

NEC National Electrical Code Batterymarch Park Quincy, MA 02269 NEMA National Electrical Manufacturers Association 2101 L Street NW Washington, DC 20037 NFPA National Fire Protection Association 1619 Massachusetts Avenue NW Washington, DC 20036 NSWMA National Solid Wastes Management Association 1120 Connecticut Avenue NW Washington, DC 20036 NTMA National Terrazzo and Mosaic Association 3166 Des Plaines Avenue Des Plaines, IL 60018 NWCB Northwest Wall and Ceiling Bureau 352 2nd Avenue West Seattle, WA 98119 PCA Portland Cement Association 5420 Old Orchard Road Skokie, IL 60077 PCI Prestressed Concrete Institute 20 North Wacker Drive Chicago, IL 60606 PS Product Standard U.S. Department of Commerce Washington, DC 20203 RCSHSB Red Cedar Shingle and Handsplit Shake Bureau 515 116th Avenue Bellevue, WA 98004 RCW Regulatory Code of Washington RIS Redwood Inspection Service One Lombard Street San Francisco, CA 94111


SDI Steel Deck Institute Box 3812 St. Louis, MO 63122 SDI Steel Door Institute 712 Lakewood Center North Cleveland, OH 44107 SIGMA Sealed Insulating Glass Manufacturers Association 111 East Wacker Drive Chicago, IL 60601 SJI Steel Joist Institute 1703 Parham Road Suite 204 Richmond, VA 23229 SMACNA Sheet Metal and Air Conditioning Contractors National Association 8224 Old Court House Road Vienna, VA 22180 SSPC Steel Structures Painting Council 4400 Fifth Avenue Pittsburgh, PA 15213 TAS Technical Aid Series Construction Specifications Institute 601 North Madison Street Alexandria, VA 22314 TCA Tile Council of America, Inc Box 326 Princeton, NJ 08540 UL Underwriters Laboratories, Inc 333 Pfingston Road Northbrook, IL 60062 WCLIB West Coast Lumber Inspection Bureau Box 23145 Portland, OR 97223 WWPA Western Wood Products Association 1500 Yeon Building Portland, OR 97204

1.06 DEFINITIONS

The following definitions, of terms or words used in this project manual, are in addition to those in the General Conditions and Supplementary Conditions. A. The term “product”, as used in the Project Manual, includes materials, systems and

equipment. B. The term “Owner”, as used herein, shall mean “the appointed representative(s) of the Tacoma Housing Authority.


C. The term “Staff” shall refer to the Tacoma Housing Authority employees D. Where the words “or approved” or “as approved” or “for approval” are used, the Owner is

the sole judge of the quality and suitability of the proposed substitutions or work. E. The word “furnish”, as used herein, shall mean “purchase, pay for, receive and/or store

the material, item or equipment at the site ready for installation or erection” unless otherwise specifically noted.

F. The word “install”, as used herein, shall mean “pay for, and do all work necessary for

installing and./or erecting and/or connecting the item or material complete in place”, unless otherwise specifically noted.

G. The word “provide”, as used herein, shall mean “furnish and install, and pay for, complete

in place”. H. Where the words “similar to” are used and followed by a manufacturer’s name and

product, model, or type number, such manufacturer, product, model or type number shall be considered as the standard of equality for the product or work specified, in a general and technical sense, not meaning “identical”.

I. Wherever in these documents an article, device or piece of equipment is referred to in the

singular number, such reference shall mean to include as many such articles as are shown on the drawings or are required to complete the installation.

J. Bid Documents includes drawings, project manual, addenda, clarification memos, and

other pieces of information issued between the Invitation to Bidders advertisement and the Bid Opening.

PART 2 – PRODUCTS (Not Used) PART 3 – EXECUTION (Not Used)

END OF SECTION


SECTION 01 50 00 CONSTRUCTION FACILITIES & TEMPORARY CONTROLS

PART 1 – GENERAL 1.01 SECTION INCLUDES

A. Temporary Utilities: Electricity, lighting, heat, ventilation, telephone service, water, and sanitary facilities.

B. Temporary Controls: Security, Barriers, enclosures and fencing, protection of the work, and water control.

C. Construction Facilities: Access roads, parking, progress cleaning and temporary buildings.

1.02 PROTECTION OF INSTALLED WORK

A. Protect installed work and provide special protection where specified in individual specification sections.

B. Provide temporary and removable protection for installed Products. Control activity in immediate work area to minimize damage.

C. Prohibit traffic into and from landscaped areas. 1.03 SITE ACCESS

A. Provide and maintain access to fire hydrants, free of obstructions. B. Do not block access to other portions of the site. C. Do not block exit pathways or roads.

1.04 PARKING

A. When site space is not adequate, use off-site parking. B. Do not allow vehicle parking on inappropriate areas such as walks and landscaping.

Damage to landscaping caused by Contractor will be the sole responsibility of the Contractor.

PART 2 - PRODUCTS

2.01 EQUIPMENT A. General: Provide equipment suitable for temporary uses intended.

1. Not all equipment listed herein may be required, and other equipment not listed may be required. The Contractor shall verify the scope necessary for this project and furnish as required.

2. Since this is a remodel of existing facilities, some equipment will be necessary as a supplement to existing conditions. Verify what is required and furnish.

3. Equipment shall be safe, non-hazardous, protected in accordance with applicable standards and codes.

B. Water Hoses: Provide 3/4-inch (19-mm), heavy-duty, abrasion-resistant, flexible rubber

hoses 100 feet (30m) long, with pressure rating greater than the maximum pressure of the water distribution system. Provide adjustable shutoff nozzles at hose discharge.

C. Electrical Outlets: Provide properly configured, NEMA-polarized outlets to prevent

insertion of 110- to 120-Volt plugs into higher voltage outlets. Provide receptacle outlets equipped with ground-fault circuit interrupters, reset button, and pilot light for connection of power tools and equipment.

D. Electrical Power Cords: Provide grounded extension cords. Use hard-service cords where exposed to abrasion and traffic. Provide waterproof connectors to connect


separate lengths of electric cords if single lengths will not reach areas where construction activities are in progress. Do not exceed safe length-voltage ratio.

E. Lamps and Light Fixtures: Provide general service incandescent lamps of wattage

required for adequate illumination. Provide guard cages or tempered-glass enclosures where exposed to breakage.

F. Fire Extinguishers: Provide hand-carried, portable, UL-rated, Class A fire extinguishers

for temporary offices and similar spaces. In other locations, provide hand-carried, portable, UL-rated, Class ABC, dry-chemical extinguishers or a combination of extinguishers of NFPA-recommended classes for the exposures. 1. Comply with NFPA 10 and NFPA 41 for classification, extinguishing agent, and size

required by location and class of fire exposure.

PART 3 - EXECUTION

3.01 INSTALLATION A. Use qualified personnel for installation of temporary facilities. Locate facilities where they

will serve the Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required.

B. Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities.

3.02 TEMPORARY UTILITY INSTALLATION A. Water for Construction Purposes-Existing Facilities:

1. Owner shall provide and pay for water service. Access will be from exterior hose bibbs or as designated by the Owner

2. Pay installation costs, maintenance, and removal of temporary devices. 3. At completion, or before if directed, disconnect temporary connections and piping and

remove from site.

B. Temporary Electric Power Service: Owner shall provide and pay for power. Contractor will be allowed to use the existing electrical outlets in each unit. Damaged outlets shall be replaced by the Contractor at their expense. 1. Power Distribution System: Install wiring overhead and rise vertically where least

exposed to damage. Provide all required extension cords, lighting outlets and power outlets (grounding type), lamps, and other required equipment and accessories necessary only for adequate temporary lighting and power for construction purposes.

C. Temporary Lighting: Contractor will be allowed to used existing light fixtures in the units.

Existing lamps shall be replaced with new lamps. Where lighting is inadequate, supplement as follows: 1. Provide temporary lighting that will provide adequate illumination for construction

operations and traffic conditions. 2. Provide a minimum of 5 foot candles of illumination in all building work areas where

construction work is being accomplished; increase illumination to a minimum of 50 foot candles for painting and other interior fine finish work. Permanent lighting equipment may be used after it is installed provided that any damaged components are replaced, and that all components are cleaned prior to acceptance of the project.

3. Remove temporary lighting and power equipment and accessories and their connections at completion of the work or sooner if approved or directed.

D. Temporary Telephones: Provide temporary telephone service throughout the

construction period for all personnel engaged in construction activities E. Contractor shall provide their own sanitary and wash facilities.


F. Drinking-Water Facilities: contractor shall provide their own drinking water. H. Temporary Heat: Existing heaters may be used to heat the spaces; provide and

maintain proper clearance around the baseboard heaters. Maintain minimum ambient temperature of 50 degrees F in areas where construction is in progress, unless indicated otherwise in specifications.

I. Temporary Ventilation:

1. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases.

2. Provide temporary ventilation equipment and supplement equipment as required to maintain clean air for construction operations.

3. Adequately ventilate enclosed areas to dry-out materials, especially concrete, masonry and plaster, to ensure moisture contents per manufacturers recommendations for application of finishes specified.

3.03 SUPPORT FACILITIES INSTALLATION

A. Locate field offices, storage sheds, and other temporary construction and support facilities in area shown on site plan and as designated by the Owner.

B. Field Office: Provide temporary office of sufficient size to accommodate required

construction personnel at the Project Site. C. Storage and Fabrication Sheds: Install storage and fabrication sheds sized, furnished,

and equipped to accommodate materials and equipment involved, including temporary utility service.

D. Temporary Enclosures: Provide temporary enclosures for protection of construction, in

progress and completed, from exposure, foul weather, dust, other construction operations, and similar activities. 1. Install tarpaulins securely, with wood framing and other materials. Close openings of

25 sq. ft. (2.3 sq. m) or less with plywood or similar materials. 2. Exterior Enclosures: Provide temporary weather-tight closure of exterior openings to

accommodate acceptable working conditions and protection for Products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification Sections, and to prevent entry of unauthorized persons. Provide access doors with self-closing hardware and locks.

3. Interior Enclosures: Provide temporary partitions and ceilings as required to separate work areas from Owner occupied areas, to prevent penetration of dust and moisture into Owner occupied areas, and to prevent damage to existing materials and equipment. a. Construction: Framing and reinforced polyethylene sheet materials with closed

joints and sealed edges at intersections with existing surfaces.

E. Collection and Disposal of Waste: Collect waste from construction areas and elsewhere on a daily basis. Comply with requirements of NFPA 241 for removal of combustible waste material and debris. Enforce requirements strictly. Do not hold materials more than 7 days during normal weather or 3 days when the temperature is expected to rise above 80 degrees F (27 degrees C). Handle hazardous, dangerous, or unsanitary waste materials separately from other waste by containerizing properly. Dispose of material lawfully.

F. Construction Aids:

1. Provide construction aids and equipment required by personnel to facilitate the execution of the work.


a. Include scaffolds, staging, ladders, stairs, ramps, runways, platforms, railings, hoists, cranes, chutes, protective enclosures, and other such facilities and equipment.

b. Refer to respective Sections for particular requirements for each trade. 2. Maintain all facilities and equipment in a first-class condition. 3. Relocate construction aids as required by:

a. Construction progress. b. Storage requirements. c. Accommodation of any other contractor employed at site.

4. Completely removed temporary materials, equipment and services at Project completion.

5. Clean and repair damage caused by installations or by use of temporary facilities and clean site areas affected by temporary installations. Restore damaged vegetation.

6. Restore existing permanent facilities used for temporary purposes to specified or to original conditions.

G. Cleaning During Construction:

1. General: a. The Contractor and each subcontractor at all times shall keep the premises free

from accumulation of waste materials or rubbish caused by his/her operations. b. Execute daily cleaning. Keep work area free from accumulation of construction

waste materials and rubbish. Protect new materials from damage by construction debris.

c. Provide on-site containers for collection of waste materials, debris, and rubbish. d. Allow no debris, broken or open cartons, or the refuse to collect in the project or

around it; allow no inflammable or hazardous materials to be stored on the site without approved fire protection precautions and procedures.

2. Trash Removal: Remove all waste materials, debris and rubbish from site periodically and dispose of at legal disposal areas away from the site, at Contractor's expense.

3. Street and Parking Area Cleaning: Immediately clean all spilled material which results from the work of this Contract and waste hauling operations.

4. Non-Compliance: If the Contractor fails to enforce clean-up procedures, the Owner may do the clean-up and the cost thereof shall be charged to the Contractor as provided in the General Conditions.

5. Compliances: Comply with safety standards and governing regulations for cleaning operations. Do not burn waste materials at site, or bury debris or excess materials on Owner's property, or discharge volatile or other harmful or dangerous materials into drainage systems. Remove waste materials from site and dispose of in a lawful manner.

H. Barriers

1. Provide barriers to prevent unauthorized entry to construction areas, to allow for Owner’s use of site, and to protect new facilities and adjacent properties from damage from construction operations and demolition.

2. Provide barricades and covered walkways required by governing authorities for public rights-of-way and for public access to existing buildings.

3. Provide protection for plant life designated to remain. Replace damaged plant life. 4. Protect non-owned vehicular traffic, stored materials, site and structures from

damage.

3.04 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Temporary Fire Protection: Maintain existing fire-protection system. Comply with NFPA

10 "Standard for Portable Fire Extinguishers" and NFPA 241 "Standard for Safeguarding Construction, Alterations, and Demolition Operations". 1. Locate fire extinguishers where convenient and effective for their intended purpose. 2. Store combustible materials in containers in fire-safe locations outside of existing

building.


3. Maintain unobstructed access routes for fighting fires 4. Provide supervision of welding operations, combustion-type temporary heating units,

and similar sources of fire ignition.

B. Security Access: The Contractor shall be responsible for work area security and any damages resulting. The Contractor shall maintain control of the construction keys at all times. 1. Owner’s building security system and locks shall remain functioning at all times. 2. Provide security to protect Work from unauthorized entry, vandalism, or theft.

Maintain a locked work area in a manner acceptable to the Owner during non-work hours.

C. Environmental Protection - General: Provide protection, operate temporary facilities, and

conduct construction in ways and by methods that comply with environmental regulations, and minimize the possibility that air, waterways, and subsoil might be contaminated or polluted or that other undesirable effects might result. Avoid use of tools and equipment that produce harmful noise. Restrict use of noise-making tools and equipment to hours that will minimize complaints from persons or firms near the site.

D. Tree & Plant Protection

1. Preserve and protect existing trees, plants and native areas at the site. 2. Replace or repair to Owner’s satisfaction, trees, plants and lawn areas which are

damaged or destroyed due to construction operations.

E. Noise Control: Conform to referenced Regulatory Agencies and the following as applicable: 1. Locate compressors, pumps, and the like stationary equipment as remotely as

possible from noise sensitive building areas. Noise-shield as required. 2. Equip jack hammer with air outlet silencers and sound-controlling materials.

3.05 OPERATION, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. Limit availability of

temporary facilities to essential and intended uses to minimize waste and abuse. B. Maintenance: Maintain facilities in good operating condition until removal. C. Termination and Removal: Remove each temporary facility when the need has ended or

no later than Substantial Completion. D. Remove temporary above grade or buried utilities, equipment, facilities, materials, prior to

Substantial Completion inspection. E. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated. F. Clean and repair damage caused by installation or use of temporary work. G. Restore existing facilities used during construction to original condition. Restore

permanent facilities used during construction to specified condition.

END OF SECTION


SECTION 01 60 00 MATERIAL AND EQUIPMENT

PART 1 – GENERAL

1.01 SECTION INCLUDES A. Products.

B. Workmanship. C. Manufacturers’ Instructions

D. Transportation and Handling. E. Storage and Protection.

1.02 PRODUCTS A. Products: Means new material, machinery, components, equipment, fixtures, and

systems forming the Work. Does not includes machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse.

B. Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents.

C. Components required to be supplied in quantity within a Specifications section shall be the same, and shall be interchangeable.

D. Comply with specifications and referenced standards as minimum requirements.

1.03 WORKMANSHIP A. Comply with industry standards except when more restrictive tolerances or specified

requirements indicate more rigid standards or more precise workmanship. B. Perform work by persons qualified to produce workmanship of specified quality. C. Secure Products in place with positive anchorage devices designed and sized to

withstand stresses, vibration, and racking.

1.04 MANUFACTURERS’ INSTRUCTIONS A. When work is specified to comply with manufacturers’ instructions, submit copies as

specified in Division 01 section “Submittals”, distribute copies to persons involved, and maintain one set in field office.

B. Perform work in accordance with details of instructions and specified requirements. Should a conflict exist between specifications and instructions, consult with Architect.

1.05 TRANSPORTATION AND HANDLING A. Transport Products by methods to avoid Product damage; deliver in undamaged

condition in manufacturer’s unopened containers or packaging, dry. B. Provide equipment and personnel to handle Products by methods to prevent soiling,

disfigurement or damage. C. Promptly inspect shipments to assure that Products comply with requirements, quantities

are correct, and Products are undamaged.

1.07 STORAGE AND PROTECTION A. Store and protect Products in accordance with manufacturer’s instructions, with seals and

labels intact and legible. Store sensitive Products in weather-tight enclosures; maintain within temperature and humidity ranges required by manufacturer’s instructions.

B. For exterior storage of fabricated Products, place on sloped supports above ground. C. Provide off-site storage and protection when site does not permit on-site storage or

protection. D. Cover Products subject to deterioration with impervious sheet covering. Provide

ventilation to avoid condensation. E. Store loose granular materials on solid surfaces in a well-drained area; prevent mixing

with foreign matter. F. Provide equipment and personnel to store Products by methods to prevent soiling,

disfigurement, or damage.


G. Arrange storage of Products to permit access for protection. Periodically inspect to ensure Products are undamaged, and are maintained under required conditions.

H. After installation, provide coverings to protect Products from damage from traffic and construction operations, remove when no longer needed.

I. Materials, equipment, and products that become wet during transportation, storage or transfer shall be removed from the site and replaced with new materials.

PART 2 – PRODUCTS

2.01 PRODUCT SELECTION A. General Product Requirements: Provide products that comply with the Contract

Documents, that are undamaged and, unless otherwise indicated, new at the time of installation. 1. Provide products complete with accessories, trim, finish, safety guards, and other

devices and details needed for a complete installation and the intended use andeffect.

2. Standard Products: Where available, provide standard products of types thathave been produced and used successfully in similar situations on other projects.

3. Continued Availability: Where additional amounts of a product, by nature of itsapplication, are likely to be needed by Owner at a later date for Maintenance andrepair or replacement work, provide a standard, domestically produced productwhich is likely to be available to Owner at such later date.

B. Additional Requirements: Material and equipment incorporated in to the work: 1. Shall conform to applicable specifications and standards.2. Shall comply with size, make, type and quality specified or as specifically

approved in writing by Architect.3. Shall be ASBESTOS, FORMALDEHYDE AND LEAD FREE.

a. Submit Asbestos-Free and Lead-Free Certification on forms included inDivision 01 section for “Contract Closeout”.

4. Manufactured and Fabricated Products:a. Manufacture like parts of duplicate units to standard sizes and gauges; parts

to be interchangeable.b. Two or more items of the same kind to be identical and by same

manufacturer (whether furnished under one Section or more).c. Products shall be suitable for service conditions.d. Adhere to indicated equipment capacities, sizes, and dimensions unless

variations are specifically approved in writing.5. Do not use materials and equipment for other than designed or specified

purposes and uses.C. Name Plates: except as otherwise indicated for required approval labels, and operating

data, do not permanently attach or imprint manufacturer’s or producer’s nameplates or trademarks on exposed surfaces of products which will be exposed to view either in occupied spaces or on exterior of work. 1. Labels: Locate required labels and stamps on a concealed surface or, where

required for observation after installation, on an accessible surface which, inoccupied spaces, is not conspicuous.

2. Equipment Nameplates: Provide permanent nameplate on each item of service-connected or power-operated equipment. Indicate manufacturer, product name,model number, serial number, capacity, speed, ratings and similar essentialoperating data. Locate nameplates on an easily accessed surface which, in occupiedspaces, is not conspicuous.

D. Product Selection Procedures: The Contract Documents and governing regulations govern product selection. Procedures governing product selection include the following:


1. Proprietary Specification Requirements: Where Specifications name only a single product or manufacturer, provide the product indicated. No substitutions will be permitted.

2. Semi-proprietary Specification Requirements: Where Specifications name 2 or more

products or manufacturers, provide 1 of the products indicated. No substitutions will be permitted.

a. Where Specifications specify products or manufacturers by name, accompanied by the term “or approved” or “or equal” or “or approved equal”, comply with the Contract Document provisions concerning “substitutions” to obtain approval for use of an unnamed product.

3. Nonproprietary Specifications: When specifications list products or manufacturers that are available and may be incorporated in the Work, but do not restrict the Contractor to use of these products only, the Contractor may propose any available product that complies with Contract requirements. Comply with Contract Document provisions concerning “substitutions” to obtain approval for use of an unnamed product.

4. Descriptive Specification Requirements: Where specifications describe a product or

assembly, listing exact characteristics required, with or without use of a brand or trade name, provide a product or assembly that provides the characteristics and otherwise complies with Contract requirements.

5. Performance Specification Requirements: Where Specifications require compliance

with performance requirements, provide products that comply with these requirements and are recommended by the manufacturer for the application indicated.

a. Manufacturer’s recommendations may be contained in published product literature or by the manufacturer’s certification of performance. 6. Compliance with Standards, Codes, and Regulations: Where Specifications only

require compliance with an imposed code, standard, or regulation, select a product that complies with the standards, codes, or regulations specified.

7. Visual Matching: where Specifications require matching an established Sample, the

Owner’s decision will be final on whether a proposed product matches satisfactorily. a. Where no product available within the specified category matches satisfactorily and complies with other specified requirements, comply with provisions of the Contract Documents. 8. Visual Selection: Where specified product requirements include the phrase “as

selected from manufacturer’s standard colors, patterns, textures”, or a similar phrase, select a product and manufacturer that complies with other specified requirements. The Owner will select the color, pattern, and texture from the product line selected.

PART 3 – EXECUTION 3.01 INSTALLATION OF PRODUCTS

A. Comply with manufacturer’s instructions and recommendations for installation of products in the applications indicated. Secure each product in place, accurately located and aligned with other Work.

1. Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. B. Manufacturer’s Instructions: 1. When Contract Documents require installation of work to comply with Manufacturer’s


printed instructions, obtain and distribute instructions to concerned parties before starting that particular work.

2. Until project is complete, maintain at jobsite one (1) set of complete installation and maintenance instructions for materials and equipment. 3. Handle, install, connect, clean, condition and adjust products in accordance with Manufacturer’s recommendations, directions and specified requirements. a. Should job conditions or specified requirements conflict with Manufacturer instructions, consult with Architect for further instructions. b. Do not proceed with work without clear instructions.

4. Perform work in accordance with Manufacturer’s instructions. Do not omit any preparatory step or installation procedure unless it is: a. Verified with and accepted by THA.. b. Specifically modified or exempted by Contract Documents.

C. Attachment & Connection Devices & Methods 1. Provide attachment and connection devices and methods for securing work properly as it is installed; true to line and level, and within recognized industry tolerances if not otherwise indicated. 2. Allow for expansions and building movements. 3. Provide uniform joint widths in exposed work, organized for best possible visual effect. Refer questionable visual-effect choices to THA for final decision. D. Precautions: 1. Isolate each unit or work from non-compatible work, as required to prevent deterioration. 2. Re-check measurements and dimensions of the work, as an integral step of starting each installation. 3. Coordinate enclosure (closing-in) of work with required inspections and tests, so as to avoid necessity of uncovering work for that purpose. E. Mounting Heights: Except as otherwise indicated, mount individual units of work at

industry recognized standard mounting heights, for applications indicated. See Standard Mounting Heights indicated in drawings. Refer questionable mounting height choices to Architect for final decisions.

F. In-Place Protection: 1. General: a. During handling and installation of work at project site, clean and protect work in progress and adjoining work on a basis of perpetual maintenance. b. Apply suitable protective covering on newly installed work where reasonably required to ensure freedom from damage or deterioration at time of substantial completion; otherwise, clean and perform maintenance on newly installed work as frequently as necessary through remainder of construction period. c. Adjust and lubricate operable components to ensure operability without damaging effects. Contractor is responsible for function, condition and unblemished appearance of all work on Project, and any item or work judged defective by Architect shall be subject to replacement at no additional cost to Owner.

G. Replacement: Components with damage affecting appearance, function or structural characteristics will not be accepted; repair and/or replace all such items on the Project as directed at no additional expense to Owner.

END OF SECTION


SECTION 01 77 00 - CONTRACT CLOSE-OUT

PART 1 - GENERAL

1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and Division 1

Specification Sections, apply to this Section.

1.02 SUMMARY A. This Section includes administrative and procedural requirements for contract closeout including, but

not limited to, the following: 1. Review procedures.2. Submittal of warranties.3. Contractor's close-out submittals to Owner.4. Materials certification.5. Extra stock submission.6. Substantial Completion submittals and requirements7. Final Acceptance submittals and requirements

B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Final Cleaning" specifies requirements for final cleaning.2. Division 1 Section "Project Record Documents" specifies requirements for preparing and

submitting Project Record Documents.3. Division 1 Section "Operation and Maintenance Data" specifies requirements for preparing and

submitting operation and maintenance data.4. Division 1 Section "Warranties" specifies requirements for preparing and submitting warranties.

C. Close-out requirements for specific construction activities are included in the appropriate Sections in Divisions 2 through 32.

1.03 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting review for Certification of Substantial Completion,

complete the following: 1. Inspect all work and identify in writing all items of work not complete. Provide inspections and

identification of incomplete work for all trades. Identify, for each incomplete work item, theestimated date of completion. Identify the name of the individual(s) who conducted theinspection, company name, and date of inspection. Submit information to Architect along withwritten request for inspection.

2. Complete training of Owner's personnel in the operation of systems required for Owner's use ofthe premises.

3. Submit to Owner approved operations and maintenance manuals.4. Complete final clean up requirements, and otherwise repair and restore damaged finish work.5. Obtain a permanent or temporary Certificate of Occupancy from the Authority Having Jurisdiction.

B. Inspection Procedures: On receipt of a request for inspection, the Owner will either proceed with inspection or advise the Contractor of unfilled requirements. The Owner will prepare the Certificate of Substantial Completion, or advise the Contractor of construction that must be completed or corrected before the certificate will be issued. 1. Substantial Completion Review: The Owner will complete one project review of the Work to

confirm Substantial Completion.2. Undiscovered or deficient work items of incomplete or deficient work discovered after but not

identified by the Contractor during Substantial Completion inspections, shall be identifiedseparately by the Owner and corrected or completed by Contractor prior to final acceptance.

3. Results of the completed inspections and discovery of additional incomplete or deficient workshall form the basis of requirements for final acceptance.


1.04 FINAL ACCEPTANCE A. Preliminary Procedures: Before requesting certification of final acceptance and final payment,

complete the following: 1. Submit the final payment request with releases and supporting documentation not previously

submitted and accepted. Include insurance certificates for products and completed operations where required. a. An affidavit that all payrolls, bills for materials and equipment, and other indebtedness

connected with the work for which the Owner of property might in any way be responsible, have been paid or otherwise satisfied..

b. Submit Contractor's Affidavit of Release of Liens: If any liens are filed and cause the Owner to employ the services of any attorneys, the cost of the services will be deducted from the retainage.

2. Submit an updated final statement, accounting for final additional changes to the Contract Sum. 3. Submit a copy of the Owner's final review list of ("punchlist") items to be completed or corrected,

stating that each item has been completed or otherwise resolved for acceptance, identifying the name and company of the individual who confirmed completion of each item, and date when confirmation inspection performed.

4. Submit consent of Surety to Final Payment (if surety or bonds used). 5. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 6. Certification that all surplus materials identified in Contract Documents have been delivered to

the Owner's designated representative. Attach list of items and receipts with signature by Owner's designated representative for all items.

7. Submit approved Record Documents. 8. Submit evidence of completion of Owner's training for all designated systems. 9. Reference General Conditions for additional requirements. 10. Submit permanent Certificate of Occupancy issued by the Jurisdiction Having Authority. 11. Final Acceptance (completion) Review: The Owner will complete one final acceptance review of

the Work to confirm final completion. 1.05 EXTRA STOCK SUBMISSION

A. See individual specification sections for requirements. B. Deliver to room(s) in building as designated by the Owner. C. Provide copies of receipts for all extra stock items, signed by an authorized Owner's representative.

1.06 EMERGENCY SERVICE DURING WARRANTY PERIOD

A. Before FINAL PAYMENT, out-of-town contractors shall make arrangements with an appropriate local contractor to perform emergency maintenance and service calls when required by the Owner during the one-year warranty period. The Owner reserves the right to approve or reject the Contract between the Prime Contractor and the Warranty Contractor. This contractual arrangement shall be in writing with a copy given to the Owner.


END OF SECTION


SECTION 01 78 36 WARRANTIES

PART 1 - GENERAL

1.01 RELATED DOCUMENTS A. General provisions of the Contract, including General Conditions and Division 01 Specification


1.02 SUMMARY A. This Section includes administrative and procedural requirements for warranties required by the

Contract Documents, including manufacturers’ standard warranties on products and special warranties. Refer to the General Conditions for terms of the Contractor's period for correction of the Work.

B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 01 Section "Submittals" specifies procedures for submitting warranties.2. Division 01 section "Contract Close-Out" specifies contract close-out procedures.3. Divisions 02 through 14, 21, 22, 23, 26, 28, 31, and 32 Sections for specific requirements for

warranties on products and installations specified to be warranted.4. Certifications and other commitments and agreements for continuing services to Owner are

specified elsewhere in the Contract Documents.

C. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates the products. Manufacturer's disclaimers and limitations on product warranties do not relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with the Contractor.

1.03 DEFINITIONS A. Standard product warranties are preprinted written warranties published by individual manufacturers

for particular products and are specifically endorsed by the manufacturer to the Owner.

B. Special warranties are written warranties required by or incorporated in the Contract Documents, either to extend time limits provided by standard warranties or to provide greater rights for the Owner.

1.04 WARRANTY REQUIREMENTS A. Related Damages and Losses: When correcting failed or damaged warranted construction, remove

and replace construction that has been damaged as a result of such failure or must be removed and replaced to provide access for correction of warranted construction.

B. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation.

C. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of the Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Owner has benefited from use of the Work through a portion of its anticipated useful service life.

D. Owner's Recourse: Expressed warranties made to the Owner are in addition to implied warranties and shall not limit the duties, obligations, rights, and remedies otherwise available under the law. Expressed warranty periods shall not be interpreted as limitations on the time in which the Owner can enforce such other duties, obligations, rights or remedies. 1. Rejection of Warranties: The Owner reserves the right to reject warranties and to limit selection

to products with warranties not in conflict with requirements of the Contract Documents.


E. Where the Contract Documents require a special warranty, or similar commitment on the Work or part of the Work, the Owner reserves the right to refuse to accept the Work, until the Contractor presents evidence that entities required to countersign such commitments are willing to do so.

1.05 SUBMITTALS

A. Submit written warranties to the Owner prior to the date certified or Substantial Completion. If the Owner’s Certificate of Substantial Completion designates a commencement date for warranties other than the date of Substantial Completion for the Work, or a designated portion of the Work, submit written warranties upon request of the Owner. 1. When a designated portion of the Work is completed and occupied or used by the Owner, by

separate agreement with the Contractor during the construction period, submit properly executed warranties to the Owner within 15 days of completion of that designated portion of the Work.

B. When the Contract Documents require the Contractor, or the Contractor and subcontractor, supplier

or manufacturer to execute a special warranty, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties. Submit a draft to the Owner, through the Architect, for approval prior to final execution.

C. Prepare a written warranty document, ready for execution by the Contractor, or by the subcontractor,

supplier, or manufacturer. Submit a draft to the Owner for approval prior to final execution. 1. Refer to the Sections for specific content requirements and particular requirements for submitting

special warranties.

D. Form of Submittal: Prior to Final Completion compile copies of each required warranty properly executed by the Contractor, or by the Contractor, subcontractor, supplier, or manufacturer. Organize the warranty documents into an orderly sequence based on the table of contents of the Project Manual.

E. Bind warranties in the O & M Manual in its own section. F. Format of Warranties

1. In addition to warranties required by "General Conditions of the Contract", furnish written warranties warranting certain portions of work for longer periods wherever specified.

2. Address warranties to Owner. 3 Submit to Owner on Contractor's letterhead before final payment and acceptance of work. 4. Where more than one subcontractor is involved submit warranty for each.

a. Form of Warranty Guarantee for Specified Installations: I (we), (insert name of Contractor) certify (insert name of trade or portion of work being warranted) installed by (insert name of appropriate subcontractor) on (insert name of job) is performed in strict accordance with Contract Documents. Further, I (we) warrant this work to be free of defects in materials and workmanship, for (fill in specific required warranty period) years from (date of Substantial Completion of work), and will repair, or replace, without delay, any defects in materials and workmanship discovered within warranty period.

Sincerely,

(Name of Contractor/responsible principal/address/telephone number) (Signed by Owner, Partner, or other person authorized to commit firm).


END OF SECTION


CEMENT FIBER SIDING 07 46 20 - 1

SECTION 07 46 20 –CEMENT FIBER SIDING

PART 1 - GENERAL 1.1 SECTION INCLUDES

A. Cement fiber siding, trim, soffit, and panels, factory primed, installed on Rainscreen furring strips.

B. Rainscreen furring strips installed over Weather Resistive Barrier

1.2 COORDINATION A. SECTION 072000 Building Insulation B. SECTION 072500 Weather Resistive Barrier C. SECTION 076000 Sheetmetal Flashing D. SECTION 079200 Sealants E. SECTION 099100 Exterior Painting

1.3 SUBMITTALS A. For each facility provide a separate submittal of products and accessories B. Product Data: For each type of product indicated. C. Samples: Provide samples of each type of siding including related accessories. D. Qualification Data: For qualified siding Installer. E. Product certificates. F. Product test reports. G. Research/evaluation reports. H. Maintenance data. I. Warranty: Sample of special warranty.

1.4 QUALITY ASSURANCE A. Source Limitations: Obtain siding, including related accessories, from single source from

single manufacturer. B. Preinstallation Conference: Conduct conference at Project site C. Verify that the Owner has inspected the completed surface preparation and application of

the sealant before prime coat is applied, and prime coat is inspected prior to application of paint.

D. Verify that the Owner has inspected prime coat prior to application of paint.

1.5 WARRANTY A. Standard manufacturers’ warranties apply.

1.6 EXTRA MATERIALS (Not used)



PART 2 - PRODUCTS

2.1 CEMENT-FIBER SIDING

A. General: ASTM C 1186, Type A, Grade II, cement-fiber board, noncombustible when tested according to ASTM E 136; with a flame-spread index of 25 or less when tested according to ASTM E 84.

1. Manufacturers: Subject to compliance with requirements a. James Hardie (specified) b. CertainTeed Corp. c. See Division 01 for Product Substitution request procedures and process

2. Vertical Siding: (5/16” thick, 2.3 lbs/ sf, 48-inches wide).

a. Texture: Cedarmill b. Length: 8, 9 and 10 feet as required in Elevations; no “Z” flashed horizontal

joints except as noted on the Elevations 3. Batten and Trim:

a. Batten: smooth, 3/4 inch thick, 2-1/2 inches wide, 3.9 lbs/ sf, 12 feet length b. Trim: smooth, 1 inch thick, 3-1/2, 5-1/2, and 7 1/4 inch wide c. See documents for locations.

4. Soffit: 1/4 inches thick, 1.9 lbs/ sf, 4 feet x 8 feet)

a. Texture: Cedarmill b. Type: Non-vented c. Sizes: 12 inch x 12 feet, 16 inches x 12 feet, 24 inches x 8 feet d. See documents for locations

5. Soffit: 1/4 inches thick, 1.8 lbs/ sf, 4 feet x 8 feet

a. Texture: Cedarmill b. Type: Vented c. Sizes: 12 inch x 12 feet, 16 inches x 12 feet, 24 inches x 8 feet d. See documents for locations

6. Factory Priming: Manufacturer's standard acrylic primer; 1.4 mil dry.

2.2 RAINSCREEN FURRING

A. Furring strips: Pressure treated, nominal 1x2, 1x4, and 1x6 1. Minimum: Provide 1x4 at panel joints; 1x2 at intermediate locations; 1x4 and 1x6

at windows per documents 2. See documents for sizes and locations of furring strips

2.3 ACCESSORIES A. Siding Accessories, General: Provide starter strips, edge trim, outside and inside corner trim,

and other items as recommended by siding manufacturer for building configuration and as shown on documents.

1. Provide accessories made from same material as and matching color and texture of adjacent siding unless otherwise indicated.

B. Fasteners: 1. Use hot-dip galvanized and stainless steel nails of sufficient length to penetrate

a minimum of 1 inch into substrate or framing. Use galvanized siding nails where concealed and stainless steel finishing nails where exposed.


SEALANTS SECTION 07 92 00 - 1

SECTION 07 92 00 SEALANTS

PART 1 – GENERAL 1.01 SECTION INCLUDES A. Clean and prepare substrate surfaces. B. Sealant and backing materials. 1.02 RELATED SECTIONS

A. SECTION 072500 Weather Resistive Barrier B. SECTION 074620 Cement Fiber Siding C. SECTION 076200 Sheetmetal Flashing and Trim D. SECTION 099100 Exterior Painting

1.03 REFERENCES

A. ASTM C804 – Recommended Practice for Use of Solvent – Release Type Sealants. B. ASTM D1056 – Flexible Cellular Materials – Sponge or Expanded Rubber. C. FS TT-S-230C – sealing Compounds, shingle Component, Moisture Curing.

1.03 SUBMITTALS A. Prepare submittals separately for each facility B. Submit product data and samples in accordance with Division 01 section “Submittals”. C. Submit manufacturer’s surface preparation and installation instructions.

D. Submit product data indicating sealant chemical characteristics, performance criteria, and color availability.

E. Submit samples of sealant colors. F. Do a mock up of the exterior sealants using the exterior siding mock up panel

1.04 QUALIFICATIONS

A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum three years experience.

B. Applicator: Company specializing in performing the work of this section with minimum three years experience.

1.05 ENVIRONMENTAL REQUIREMENTS

A. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation.

1.06 WARRANTY A. Provide three- (3) year warranty in accordance with Division 01 section “Warranty”

B. Warranty: Include coverage of installed sealants and accessories which fail to achieve air tight or weather-tight seal, exhibit loss of adhesion or cohesion, or do not cure.

PART 2 – PRODUCTS 2.01 SEALANT MATERIALS

A. General: Do not use acrylic or polyurethane sealants when adjacent materials are bitumen based. 1. Provide colors to match adjacent surfaces or as selected by architect from

manufacturer’s standard colors. 2. Select materials for compatibility with joint surfaces and exposures, and provide

modulus of elasticity and hardness or grade recommended by manufacturer for each application.

3. Where exposed to foot traffic, select marketing materials of sufficient strength and hardness to withstand stiletto heel traffic without damage or deterioration of sealer system.

4. See Division 01 for Product Substitution request procedures


SEALANTS SECTION 07 92 00 - 2

B. Joints designed for expansion and movement conditions:

1. Exterior joints on vertical surfaces: Polyurethane base, multi-component, chemical curing; Type 2 – non-sagging; Class A; conforming to FS TT-S-00227E. ASTM C-920, Type M, Grade NS, Class 50; non-staining; non-bleeding; color as selected: Tremco Dymeric 240

2. Interior joints: Acrylic latex; Tremco Acrylic Latex 3. Seam sealant for small metal to metal joints; Tremco Seam sealer 4. Precompressed expanding sealant tape; Emseal PC-SA. 5. Horizontal Traffic joints: one component, self-leveling, polyurethane, ASTM C290

Type S, Grade P, Class 25 Use T; Federal Spec TT-S-230C Class A, Type 1: Tremco Vulkem 45

C. Sealant at Cement Fiber siding and trim: see Section 074620 2.02 ACCESSORIES A. Primer: Non-staining, recommended by sealant manufacturer to suit application.

B. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer; compatible with joint forming materials.

C. Joint Backing: ASTM D1056; round, closed cell polyethylene foam rod; oversized 30 to 50 percent; which is compatible with adjacent surfaces & sealant and will provide proper support for sealant.

D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application.

PART 3 – EXECUTION 3.01 INSPECTION

A. Verify joint dimensions and substrate surfaces are acceptable to receive work of this Section.

B. Beginning of installation means acceptance. 3.02 PREPARATION

A. Clean substrate surfaces in accordance with manufacturer’s instructions. Remove loose materials and foreign matter, which might impair adhesion of sealant.

B. Verify that joint backing and bond breaker are compatible with sealant. C. Measure joint dimensions and size materials to achieve 2:1 width/depth ratios. D. Install joint backing to achieve a neck dimension not greater than 1/3 of joint width. E. Install bond breaker where joint backing is not used.

F. Protect surrounding work from damage or disfiguration. 3.03 INSTALLATION A. Perform work in accordance with ASTM C804 for solvent release sealants.

B. Install sealant in accordance with manufacturer’s instructions. Use fire-rated sealants for closure at rated walls as required.

C. Apply sealant within recommended temperature ranges. Consult manufacturer when sealant cannot be applied within recommended temperature ranges.

D. Tool joints concave. E. Joints: Free of air pockets, foreign embedded matter, ridges, and sags.

3.04 CLEAN UP AND PROTECTION A. Protect completed work from damage. Replace damaged areas. B. Clean sealant material from adjacent surfaces. C. Clean site of excess material and debris.

END OF SECTION



PART 3 - EXECUTION

3.1 EXAMINATION A. Examine substrates for compliance with requirements for installation tolerances and

other conditions affecting performance of siding and related accessories. B. Proceed only after the weather resistive barrier has been inspected by Owner C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. General: Comply with attached siding manufacturer's written installation instructions applicable to products and applications indicated unless more stringent requirements apply below or in the documents. 1. Do not install damaged components.

B. Install rainscreen furring strips and related accessories. 1. Set furring strips vertically at each wall stud, or no more than 16 inches o.c.; attach

with fasteners at 24 inches o.c. with an embed into wall framing a minimum of 1 inch

2. Provide vertical furring strips behind vertical batten locations 3. Place rigid building insulation tight between the furring strips

C. Install cement-fiber siding and related accessories. 1. Set in patterns as shown on Exterior Elevations straight, plumb and square over

the rainscreen furring strips. 2. Blind nail Horizontal lap siding 3. Attach with fasteners no more than 16 inches o.c. to furring strips a minimum of

3/4 inch

D. Sealant: 1. Recess exposed finish nail and fill recess with sealant at trim and battens 2. Fill exposed vertical joints with sealants as noted in siding manufacturer’s

installation literature. 3.3 CORRECTION AND CLEAN-UP

A. Remove damaged, improperly installed, or otherwise defective materials and replace with new materials complying with specified requirements.

B. Clean finished surfaces according to manufacturer's written instructions and maintain

in a clean condition during construction.

END OF SECTION

Exterior Painting of Residential Buildings in Salishan (Sal 1 -Sal 6)- Tacoma Housing Authority 09-91-00

EXTERIOR PAINTING 09 91 00-1

SECTION 09 91 00 - EXTERIOR PAINTING

PART 1 - GENERAL

1.01 SECTION INCLUDES A. Provide labor, material and equipment necessary to do surface preparation and field application of

paints and coatings to the exterior and interior of the buildings as outlined in Exhibit D. B. Provide exterior colors as selected by owner. C. Cement-fiber siding and soffits pre-primed at factory; painter to prime exposed cut edges

1.02 RELATED SECTIONS A. SECTION 074620 Cement Fiber Siding B. SECTION 079200 Sealants

1.03 SUBMITTALS A. Prepare individual set of submittals for each facility

B. Product Data: Provide data on all finishing products. C. Prepare 8” x 12” samples on stock no lighter than index weight, 4 of each color required.

illustrating range of colors and textures available for each surface finishing product scheduled. D. Identify each sample as to finish, formula, color name and number, and sheen name, and gloss

units. E. Painter to examine existing colors and provide samples for review F. Submit letter stating actual moisture content of the surfaces to be painted are acceptable to the

Paint Manufacturer prior to start of painting. List actual test results with the manufacturer’s recommended moisture content adjacent.

1.04 QUALITY ASSURANCE A. Conform to current edition of the IBC Code for flame/smoke rating requirements.

1.05 ENVIRONMENTAL REQUIREMENTS A. Store and apply materials in environmental conditions required by manufacturer’s instructions. B. Provide sufficient ventilation and heat to comply with manufacturer’s recommendations and

instructions. Do not apply paint when surface or air temperatures are lower than 55 degree F for interior and 50 degree F for exterior surfaces.

C. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture contents of surfaces are below following maximums. 1. Plaster and Gypsum Wallboard: 4 percent.2. Concrete Masonry Units: 4 percent. 3. Interior Located Wood: 10 percent. 4. Exterior Located Wood: 15 percent.

E. Weather Conditions: Do no exterior work on unprotected surfaces if it is raining or moisture from any other source is present, or expected before finishes can dry, or attain proper cure. Do no exterior work if humidity is over 85%.

F. Allow surfaces to dry and to obtain required temperatures and conditions before proceeding or continuing previously started work.

G. Disregard any wording in this Paragraph that may cause the warranty to be void.

1.06 WARRANTY A. Provide a one year warranty on faulty workmanship and defective product. B. Painting contractor will not be responsible for defective work by others.

1.07 EXTRA STOCK A. Leave on premises, where directed by Owner, for each type of paint, not less than two gallons of

each color used. B. Containers to be tightly sealed and clearly labeled for identification. C. Obtain signed receipt upon delivery from Owner.



PART 2 - PRODUCTS 2.01 MATERIALS A. Manufacturers:

1. Specified manufacturer: Rodda Paint or equal. Contractor to provide submittal and approved by Owner.

2. Other Acceptable manufacturers: Parker Paint, Benjamin Moore, Miller, ICI Dulux, Pittsburgh or Sherwin Williams

3. Substitutions: in accordance with Division 01, Section 0125000 B. Caulking: Specified manufacturer: Sashco Big Stretch 10300 E. 107th Place, Brighton, CO

80601 1-800-767-5656 www.sashco.com C. Coatings: Ready mixed except field catalyzed coatings of good flow and brushing properties,

capable of drying or curing free of streaks or sags. D. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials required

to achieve the finishes specified. E. Industrial Colorants: Owner will match the existing color standards with Industrial Colorants.

Due to the Industrial Colorant cost, each gallon will have an additional cost to the Contractor. PART 3 - EXECUTION 3.01 EXAMINATION AND PREPARATION A. Verify that substrate conditions are ready to receive work.

B. Measure moisture content of porous surfaces using an electronic moisture meter. Do not apply finishes unless moisture content meets paint manufacturers requirements.

C. Correct minor defects and clean surfaces which affect work of this section. D. Remove electrical plates, hardware, light fixture trim, escutcheons, and fittings prior to preparing

surfaces for finishing. E. Cleaning Exterior surfaces:

1. Do not mar or damage existing or new surface with power washing, including items not scheduled to be painted.

2. Wash surfaces with “Jomax“ by Rust-Oleum or equal. 3. All surfaces must be firm, dry and cleaned free of dust, oil, grease, efflorescence, asphalt

stains, laitance, curing compounds, bond breakers, paint or any other surface contamination.

F. Galvanized Surfaces: 1. Remove surface contamination and oils and wash with solvent. 2. Apply coat of etching primer.

G. Uncoated Ferrous Surfaces:

1. Remove scale by wire brushing, sandblasting, clean by washing with solvent. 2. Apply treatment of phosphoric acid solution. 3. Prime paint after repairs.

H. Shop Primed Steel Surfaces:

1. Sand and scrape to remove loose primer and rust, clean surfaces with solvent. 2. Prime bare steel surfaces.

I. Metal surfaces Scheduled to Receive Paint Finish (Exterior)::

1. Remove dust, grit, and foreign matter. 2. Fill holes and cracks with tinted exterior caulking compound after prime coat has been applied. 3. Prime the entire area

J. Existing Wood trim: 1. Removed peeled paint and clean surfaces. 2. Prime exposed bare wood 3. Apply sealant to joints



3.02 APPLICATION A. Apply products in accordance with manufacturers instructions. B. Do not apply paint when surface or air temperatures are below 55 degree F for interior and 50

degree F for exterior surfaces. C. Sand transparent finishes lightly between coats to achieve required finish. D. Where clear finishes are required, tint fillers to match wood. E. Back prime interior and exterior wood work scheduled to receive paint finish with primer paint. F. Apply by sprayer with one heavy coat or coats to cover with back roll on the body to achieve a

minimum dry file thickness according to the manufacturers specifications.

3.03 MECHANICAL AND ELECTRICAL EQUIPMENT A. Mechanical and Electrical Painting: Paint or prime and paint electrical panels, any access panels,

conduit, ductwork, wall diffuser grilles and similar items exposed in the finished work, color as selected.

B. Refer to mechanical and electrical sections with respect to painting and finishing requirements, color coding, identification banding of equipment, ducting, piping and conduit.

C. Remove grilles, covers, and access panels for mechanical and electrical systems from location and paint separately.

D. Finish paint primed equipment to color selected. E. Prime and paint exposed to view in finished spaces insulated and bare pipes, conduits, boxes,

insulated and bare ducts, hangers, brackets, collars and supports, except where items are plated or covered with a pre-finished coating.

F. Replace identification markings on mechanical or electrical equipment when painted over or splattered.

3.04 PATCHING A. Surface damaged and require touch-up or re-finishing, after painting and finishing is completed in

any area, shall be done under this section but at the expense of the trade or trades causing the damage. All patches should use DAP® ElastoPatch® Flexible Patching Compound or equal.

3.05 CLEANING A. As work proceeds and upon completion, promptly remove all paint where spilled, splashed or

splattered. B. During the progress of the work, keep the premises free from any unnecessary accumulation of

tools, equipment, surplus materials, and debris. Store all rags in non-combustible air tight containers.

C. Upon completion of work, leave premises neat and clean to the satisfaction of the Owner.

3.06 SCHEDULE - EXTERIOR SURFACES

A. All Exterior Doors: (exterior sides) 1. Primer: Rodda First Coat Primer.2. Paint:Latex Gloss; 1.44 mils dry per coat; 2 coats or coats to cover: Rodda 521101x AC909

Satin Exterior Latex House Paint or equal.

B. Exposed Metal (not prefinished) 1. Primer for galvanized surfaces and Primer for ferrous and non-ferrous metals: 1.44 mils dry

at bare surfaces: High Solids Rust Inhibitive Metal Primer Rodda 7082252. Paint: Latex Satin; 1.44 mils dry per coat; 2 coats or coats to cover: Rodda 54200xx

Unique II, Semi Gloss, Int/Ext. Enamel or equal.

C. New or Existing Cement Fiber Siding, battens, eaves and soffits 1. Factory primed; Rodda 521101x AC909 Satin Exterior Latex House Paint or equal.2. Prime exposed cut edges and exposed bare siding:3. Paint: Latex, Satin; 1.44 mils dry per coat; 2 coats or coats to cover: Rodda 521101x AC909

Satin Exterior Latex House Paint or equal.

D. New or Existing Cement Fiber Trim 1. Factory primed2. Prime exposed cut edges: Rodda 501601x First Coat Primer or equal.



3. Paint: Latex Gloss; 1.44 mils dry per coat; 2 coats or coats to cover: Rodda 521101x AC909 Satin Exterior Latex House Paint or equal.

E. Existing Wood Trim and Siding

1. Prime exposed cut edges: Rodda 501601x First Coat Primer or equal. 2. Paint: Latex Gloss; 1.44 mils dry per coat; 2 coats or coats to cover: Rodda 521101x AC909

Satin Exterior Latex House Paint or equal

F. Wood Doors and Trim: (both sides) 1. Prime exposed cut edges: Rodda 501601x First Coat Primer or equal. 2. Paint: Latex Gloss; 1.44 mils dry per coat; 2 coats or coats to cover: Rodda 521101x AC909


G. Alumin Downspouts and Gutters 1. Prime exposed cut edges: Rodda 501601x First Coat Primer or equal. 2. Paint: Latex Gloss; 1.44 mils dry per coat; 2 coats or coats to cover: Rodda 521101x AC909


3.07 FINISHES

A. Exterior siding and trim re-installed where removed for other work: match existing adjacent surface texture and sheen

B. Paint approximately 6 inches beyond the patched areas to blend new with existing.

END OF SECTION

Exhibit “A”

Construction Repair “Specifications”

Site Address: See Exhibit D for Addresses

Tacoma Housing Authority Exhibit “A” Specifications page 1 of 4

Estimate of repairs must include manufacturer, model, material type, finish, size, color, and material species if applicable. Exhibit “B” “Scope of Work” is attached. All work performed must meet or exceed “Specifications” and/or “Scope of Work”. Work performed to include:

All materials and installation to comply with codes and ordinances of governing authorities having jurisdiction.

Engage and assign supervision on all work performed. Employ all safety precautions in performing all work as outlined in contract, and

recommended by Washington State Department of Labor and Industries. Sales tax

PERMITS AND FEES

Refer to Contract Documents. HAZARDOUS MATERIALS

If suspect materials are found, Contractor will notify Owner prior to disturbing, and Owner will provide materials testing through testing lab currently under contract.

GENERAL

All materials and workmanship shall meet or exceed industry standards. If any additional work or materials are required, but not specified in the Scope of Work,

The Contractor shall notify THA and submit a written quotation. No additional work is authorized without prior approval and executed Field Directive or

Change Order from THA. Notify THA of any hazardous or substandard conditions.

EXTRA STOCK

Leave on premises, where directed by Owner, for each type of paint, not less than one gallon of each color used.

Containers to be tightly sealed and clearly labeled for identification. Obtain signed receipt upon delivery from Owner.

WARRANTY

Provide a one year warranty on faulty workmanship and defective product. Painting contractor will not be responsible for defective work by others.

CLEANING

As work proceeds and upon completion, promptly remove all paint where spilled, splashed or splattered

During the progress of the work, keep the premises free from any unnecessary accumulation of tools, equipment, surplus materials, and debris. Store all rags in non-combustible air tight containers

Exhibit “A”




Upon completion of work, leave premises neat and clean to the satisfaction of the Owner PROTECTION

Contractor is responsible for all damage occurring as a result of construction activity. Contractor is expected to protect any vehicles or other structures due to overspray.

REMOVAL & DISPOSAL

Remove any debris from structure, if necessary and haul to approved dump site. Include all equipment and appliances that are to be replaced. All associated costs and fees are to be included. Recycle materials, when recycling is available.

EXTERIOR WORK SIDING CLEANING AND PREPARATION

Cleaning: Jomax® by Rust-Oleum© or equal. Patching: Patching holes, repairs use DAP® ElastoPatch® Flexible Patching Compound

or equal

Siding Specifications for repairs. If the contractor discovers a need for a repair on any of the siding, in any of the projects (the contractor will notify the owner of all defects and deficiencies. The contractor will then submit a cost proposal to repair the damaged siding to THA. THA will then approve the cost proposal before the work is to be completed. The siding will be installed according to the manufacture’s specifications, Exhibit E.

SIDING Repairs and Preservation; The siding is manufactured of engineered wood and engineered wood manufactured

during this construction period is known to swell at exposed edges and penetrations when exposed to excessive moisture, over long periods of time. The scope of work includes the following; Remove and replace the starter row of siding around the perimeter of the building. Place “Tyvek” or equal housewrap over exposed sheeting Shingle lap and tape top and bottom edges of Tyvek or equal. Pre-drill nail holes in second row of siding at lap connection. Attach siding with hot-dip galvanized finish nails, countersink flush and caulk. Flash under all butt joints. Aluminum or Galvanized flashing.

o Caulk gaps and fill holes in all siding and trim. o Caulk along all exposed edges of siding (lower edges, butt joints). Finger smooth

along lap edge. o Remove and replace caulking at windows, doors and trim.

Remove and Replace Siding o Remove existing siding down to sheeting. o Notify owner of defective sheeting.

Exhibit “A”




After written approval, remove and replace defective sheeting as per allowance.

o Install Tyvek or equal house wrap as per manufacturer’s instructions. o Install Hardie Plank or equal cementitious board and panel siding as per

manufacturers’ instructions. EXTERIOR PAINT

Manufacturers: o Specified manufacturer: Rodda™ o Other Acceptable manufacturers: Sherwin Williams™, Benjamin Moore™, Kelly

Moore™, ICI Dulux™, Pittsburgh™ Parker Paint™ Accessory Materials:

o Linseed oil, shellac, turpentine, paint thinners and other materials required to achieve the finishes specified.

EXTERIOR PAINT: EXAMINATION AND PREPARATION Verify that substrate conditions are ready to receive work Wash surfaces with Jomax® by Rust-Oleum® or equal. Remove loose paint, seal, caulk and prepare surface as per industry standards All surfaces must be firm, dry and cleaned free of dust, oil, grease, efflorescence,

asphalt stains, laitance, curing compounds, bond breakers, paint or any other surface contamination

EXTERIOR PAINT: APPLICATION Weather Conditions: Do no exterior work on unprotected surfaces if it is raining or

moisture from any other source is present, or expected before finishes can dry, or attain proper cure Do no exterior work if humidity is over 85%

Allow surfaces to dry and to obtain required temperatures and conditions before proceeding or continuing previously started work

Color selection as per owner Spray with two coats or coats to cover and back roll Cement-fiber siding and soffits pre-primed at factory; painter to prime exposed cut

edges Install paint materials to manufacturer’s recommendations, as per Scope of Work MATERIALS

A. Manufacturers:

1. Specified manufacturer: Rodda Paint or equal. Contractor to provide submittal and approved by Owner.

2. Other Acceptable manufacturers: Parker Paint, Benjamin Moore, Miller, ICI Dulux, Pittsburgh or Sherwin Williams

3. Substitutions: in accordance with Division 01, Section 0125000

B. Caulking: Specified manufacturer: Sashco Big Stretch 10300 E. 107th Place, Brighton, CO 80601 1-800-767-5656 www.sashco.com

Exhibit “A”




C. Coatings: Ready mixed except field catalyzed coatings of good flow and brushing properties, capable of drying or curing free of streaks or sags.

D. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials required to achieve the finishes specified.

E. Industrial Colorants: Owner will match the existing color standards with Industrial Colorants. Due to the Industrial Colorant cost, each gallon will have an additional cost to the Contractor

SCOPE OF WORK

Prepared by Tacoma Housing Authority

Exhibit “B”

Construction Repair “Scope of Work”

Site Address: SEE EXHIBIT D FOR ADDRESSES

Tacoma Housing Authority Exhibit “B” Scope of Work page 1 of 5

Refer to Exhibit A “Construction Repair Specifications” attached. All work performed must meet or exceed Specific Scope of Work and General Specifications.

GENERAL:

1. The painting Contractor will furnish all labor, tools, equipment, scaffolding and other substrates supervisions required for cartage, unloading, surface preparation, product application and clean-up of the paint and related products covered in the specification. A storage area will be provided by the painting contractor of the facility. The painting contractor will work in a safe manner. Proof of bond, license and insurance is required.

2. The painting contractor shall be responsible for requesting proper clarification when instructions

are lacking, conflicts occur in this specification and/or the paint manufacturer’s literature of the procedure specified is not clearly understood. In the event the contractor fails to resolve these conflicts which may exist, he or she shall be responsible for handling the discrepancies in a manner as prescribed be the facilities manager for Tacoma Housing Authority.

3. The Contractor shall cooperate with the property owner’s representative, preferred paint

manufacturer and develop a schedule to minimize impact to tenant’s day to day operations.

4. Pre-existing conditions and / or damages will be recorded during the pre-bid meeting, with the property owner’s representative and preferred paint manufacture. Damage to property and appurtenances by the Contractor shall be repaired to the satisfaction of the owner at the Contractor’s expense.

5. The contractor shall be responsible for visiting the job site and familiarizing himself or herself with

the job working conditions. The contractor will appoint a job foreman to be onsite full time to maintain a continuous and specific job site operation until the project is 100% complete and all deficiencies corrected.

6. To the extent required by law, all work shall be performed by individuals duly licensed and

authorized by law to perform said work.

7. Contractor shall perform all work in accordance with local Building Codes, Laws and Regulations and Building Rules. Building Rules shall be posted on site by the Contractor along will other postings required by law.

8. The contractor is to clean and wash all tools and equipment in a safe and contained manner

and is to dispose of all cleaning solutions off site in and environmentally safe and proper manner. Under no conditions are cleaning solutions to be dumped on site or down drains or sewers.

PROTECTION

1. Contractor is responsible for all damage occurring as a result of construction activity.

2. The Contractor will take that overspray does on fall on automobiles or other vehicles parked in the surrounding areas nor on other structures such as walkways, patios and landscaping.

Exhibit “B”




INSPECTION

1. All deficiencies are to be corrected within 5 days of the final deficiency inspection (punch list).

MATERIALS

1. Owner will match the existing color with industrial colorants and will submit samples to an authorized agent.

2. Special care shall be taken with solvents and paint temperatures to ensure that the paint coating is

of the correct viscosity when it is applied.

3. All materials shall be delivered to the job site in the original sealed and labeled containers and safely stored in a suitable place provided for that purpose.

4. Catalysts/Activators, solvents or paint additives are generally prohibited and may only be used

with written approval from an authorized agent and only if specifically approved by the manufacturer’s printed literature or letter of acceptance.

5. The brand of paint, surface preparation and product specification shall be as follows in the attached schedule. There shall be no substitutions or changes unless authorized in writing by Tacoma Housing Authority under Section 0125000

EXTERIOR WORK

1. Examine and prepare residences as outlined in Exhibit A. 2. Inspect siding for damaged areas. Repair holes and any damaged siding, if necessary. 3. Spray and back roll paint application. 4. Notify Owner of any major repairs or any work not specified in the project manual.

SCHEDULING OF WORK

2. Contractor will submit written schedule outlining start dates and duration job including drying time between coats anticipated completion date. All work schedules must be pre-approved by the Owner’s Representative.

3. Contractor will notify Owner’s Representative of manufacturer inspection dates at least one

day in advance. WARRANTY

4. Proposal must reflect manufacturers approved products for this specific application for the requested warranty period. Owner assumes manufacturer will conduct site visits during application to ensure proper preparation and application.

5. Contractor and manufacturer should thoroughly examine the project in order to make

Exhibit “B”




best recommendations of proper products for the warranted period.

PREPARATION AND WASH

1. Mildew (if applicable)

a. A solution of 1 part Jomax house cleaner or equal and mildew killer concentrate and 1 part water will be applied by a low pressure system such as:

i. gallon pressure sprayer ii. Juice box iii. Very low pressure airless sprayer with little or no “bounce back”.

b. All surfaces will be wetted with the mildewcide solution, not just the most easily

accessible. Do not allow this solution to dry before rinsing thoroughly with clean water.

2. Any mixing shall be done in specified work and storage area. All mixing and/or thinning materials such as paint thinners, tools, rags, and partially filled containers shall be returned to storage area at the completion of each day.

3. Metal: Pressure wash and then sand, wire brush, or scrape as necessary to remove excess rust scale and loose/peeling paint not removed initial cleaning. Prime all bare metal as soon as possible after preparation.

4. Wood: Pressure wash and scrape to remove dirt contaminates, dust, and loose/peeling paint to

provide a smooth surface for paint application. Hammer all protruding nail heads flush with surface before painting. Prime all bare wood areas before applying finish coat. Caulk any open miters or cracks in siding.

5. Any debris or chemical residue on windows due to power wash operation will be removed by

thoroughly rinsing the windows and surrounding trim. Due care is to be exercised around window seals to prevent damage. Protect all vehicles, other surfaces or plants which will not be receiving paint but which might be harmed by chemical exposure. Temporary coverings are normally the preferred method.

6. All washed surfaces will have at least two (2) days of continuous drying time (no rain).

Surfaces to be painted must have no more that 13% moisture content before priming and painting commences. Washing one day and painting the next is not acceptable.

7. The Owner’s Representative and preferred paint manufacturer shall inspect preparation

prior to the application of paint finishes. Contractor will rework surfaces not properly prepared to receive paint finishes to the satisfaction of the either.

CAULKING AND PATCHING

1. Caulk all splits and cracks. Press all caulking into gaps using a finger or appropriate tool. Use

the specified patching compound for gaps exceeding ¼ inch. Refer to manufacturer’s printed instructions for further instructions regarding caulking or patching compounds. Caulking shall be

Exhibit “B” Construction Repair “Scope of Work”



carefully completed and, if necessary, trimmed and smoothed to provide a uniform surface. 2. Caulking: Use Sashco Big Stretch Caulk or equal3. Patching: Use Dap Elasto-Patch or equal

APPLICATION

1. Prepare, paint, and finish all surfaces specified and/or previously painted.2. Apply material evenly; free from sags, runs, crawls, holidays, or defects.3. Apply by spray and back-roll in opposite directions for complete coverage.4. The number of coats specified is the minimum number acceptable and should meet or exceed

1.44 mils of dry film thickness. If full coverage is not obtained with the specified number of coats,apply additional coats as necessary to product a uniform finish.

5. Drying times to re-coat are to be as per manufacturer’s recommendations.

WORKMANSHIP

1. Provide best quality workmanship, performed by skilled mechanics.2. Perform work under conditions best suited to the production of acceptable work.3. Correct all work that does not comply with the intent of the specifications. All work will be

subject to approval by the owner.4. Protect all adjacent areas and surfaces from damage from misplaced paint and preparation

work.5. Protect all landscaping during preparation and painting period.6. Insure that hardware is protected before painting is started and uncovered when painting in that

area is completed daily.7. Coordinate with Owner’s Representative before using noisy, motorize equipment. No loud

radio/stereos will be allowed on premises.8. Take all necessary steps to protect the public, tenant and all property, and vehicles from

damage during this operation.9. Apply no paint in rain, fog or mist, or when surface or air temperature is below the

recommended temperature as specified by manufacturer.10. Immediately clean up all accidental splatters, spillage, and misplaced paint and

restore the affected surface to its original condition.11. Provide a clean and liability free work area.

CLEAN UP AND DEBRIS REMOVAL 1. Remove debris (i.e.; garbage, furniture, etc.) and construction waste from site and haul to

approved dump site. All associated costs and fees are to be included with your bid. 2. Recycle materials, when recycling is available.3. As work proceeds and upon completion, promptly remove all paint where spilled, splashed or

splattered.4. During the progress of the work, keep the premises free from any unnecessary accumulation of

debris.5. Store all rags in non-combustible air tight containers.6. Upon completion of work, leave premises neat and clean to the satisfaction of the Owner.7. Daily, and at completion of project, remove all materials, supplies, debris, used masking, and

rubbish to leave workspaces and paint storage areas in a clean, acceptable condition.

Exhibit “B”




8. Daily, remove from the premises hazardous and/or flammable materials such as rags, contaminated with thinners, stains and solvents.

END OF SECTION

EXTERIOR MASTER RE-PAINTING SPECIFICATION

FOR

PREPARED BY

CRAIG TURRENTINE

RODDA PAINT COMPANY CLOVERDALE PAINT

KENT, WA [email protected]

mailto:[email protected]

SECTION ONE

SCOPE OF WORK

1. This specification defines the requirements for surface preparation, coating systems and method ofapplication for the exterior field painting of exterior substrates of Salishan Phase 1 & 2.

1. All Painted Body & Trim 4. Garbage Surrounds2. Metal Handrails 5. Storage or Outbuildings3. Entry Doors 6. Man Doors

2. Contractor shall provide Tacoma Housing Authority (the Owner’s Representative) with an originalCertificate of Insurance and obtain like coverage from all of their subcontractors at every tier, prior tocommencing any work on site.

GENERAL:

1. The painting Contractor will furnish all labor, tools, equipment, scaffolding and other substratessupervisions required for cartage, unloading, surface preparation, product application and clean-up of thepaint and related products covered in the specification. A storage area will be provided by the paintingcontractor of the facility. The painting contractor will work in a safe manner. Proof of bond, license andinsurance is required.

2. The painting contractor shall be responsible for requesting proper clarification when instructions are lacking, conflicts occur in this specification and/or the paint manufacturer’s literature of the procedure specified is not clearly understood. In the event the contractor fails to resolve these conflicts which may exist, he or she shall be responsible for handling the discrepancies in a manner as prescribed be the facilities manager for Tacoma Housing Authority.

3. The Contractor shall cooperate with the property owner’s representative, preferred paint manufacturer and develop a schedule to minimize impact to tenant’s day to day operations.

4. Pre-existing conditions and / or damages will be recorded during the pre-bid meeting, with the propertyowner’s representative and preferred paint manufacture. Damage to property and appurtenances by theContractor shall be repaired to the satisfaction of the owner at the Contractor’s expense.

5. The Contractor will take that overspray does on fall on automobiles or other vehicles parked in thesurrounding areas nor on other structures such as walkways, patios and landscaping.

6. The contractor shall be responsible for visiting the job site and familiarizing himself or herself with thejob working conditions. The contractor will appoint a job foreman to be onsite full time to maintain acontinuous and specific job site operation until the project is 100% complete and all deficiencies corrected.

7. To the extent required by law, all work shall be performed by individuals duly licensed and authorized by law to perform said work.

8. Contractor shall perform all work in accordance with local Building Codes, Laws and Regulations andBuilding Rules. Building Rules shall be posted on site by the Contractor along will other postingsrequired by law.

9. The contractor is to clean and wash all tools and equipment in a safe and contained manner and is todispose of all cleaning solutions off site in and environmentally safe and proper manner. Under no conditions are cleaning solutions to be dumped on site or down drains or sewers.

10. Within ten (10) business days of award of Contract, Contractor shall provide a full and completegeographic application schedule.

INSPECTION

1. All deficiencies are to be corrected within 5 days of the final deficiency inspection (punch list).

MATERIALS

1. All coatings listed in this specification and attachments are those manufactured or supplied bythe Rodda Paint Company. All colors used shall be existing and authorized by an agentTacoma Housing Authority.Rodda Paint Company will match the existing color with industrial colorants and will submitsamples to an authorized agent.

2. Special care shall be taken with solvents and paint temperatures to ensure that the paint coatingis of the correct viscosity when it is applied.

3. All materials shall be delivered to the job site in the original sealed and labeled containers andsafely stored in a suitable place provided for that purpose.

4. Catalysts/Activators, solvents or paint additives are generally prohibited and may only be usedwith written approval from an authorized agent and only if specifically approved by themanufacturer’s printed literature or letter of acceptance.

5. The brand of paint, surface preparation and product specification shall be as follows in theattached schedule. There shall be no substitutions or changes unless authorized in writing byTacoma Housing Authority.

SCHEDULING OF WORK

1. Contractor will submit written schedule outlining start dates and duration job including dryingtime between coats anticipated completion date. All work schedules must be pre-approved bythe Owner’s Representative.

2. Contractor will notify Owner’s Representative of manufacturer inspection dates at least one dayin advance.

WARRANTY

1. Proposal must reflect manufacturers approved products for this specific application for therequested warranty period. Owner assumes manufacturer will conduct site visits duringapplication to ensure proper preparation and application.

2. Contractor and manufacturer should thoroughly examine the project in order to make bestrecommendations of proper products for the warranted period.

PREPARATION AND WASH

1. Mildew (if applicable)

a) A solution of 1 part Jomax house cleaner and mildew killer concentrate and 1 part water willbe applied by a low pressure system such as:

1) gallon pressure sprayer2) Juice box3) Very low pressure airless sprayer with little or no “bounce back”.

b) All surfaces will be wetted with the mildewcide solution, not just the most easily accessible.Do not allow this solution to dry before rinsing thoroughly with clean water.

2. Any mixing shall be done in specified work and storage area. All mixing and/or thinningmaterials such as paint thinners, tools, rags, and partially filled containers shall be returned tostorage area at the completion of each day.

a. Metal: Pressure wash and then sand, wire brush, or scrape as necessary to remove excessrust scale and loose/peeling paint not removed initial cleaning. Prime all bare metal assoon as possible after preparation.

b. Wood: Pressure wash and scrape to remove dirt contaminates, dust, and loose/peeling paintto provide a smooth surface for paint application. Hammer all protruding nail heads flushwith surface before painting. Prime all bare wood areas before applying finish coat. Caulkany open miters or cracks in siding.

c. Any debris or chemical residue on windows due to power wash operation will be removedby thoroughly rinsing the windows and surrounding trim. Due care is to be exercised around window seals to prevent damage. Protect all vehicles, other surfaces or plants which will not be receiving paint but which might be harmed by chemical exposure. Temporary coverings are normally the preferred method.

e. All washed surfaces will have at least two (2) days of continuous drying time (no rain).Surfaces to be painted must have no more that 13% moisture content before priming and painting commences. Washing one day and painting the next is not acceptable.

f. The Owner’s Representative and preferred paint manufacturer shall inspect preparationprior to the application of paint finishes. Contractor will rework surfaces not properly prepared to receive paint finishes to the satisfaction of the either.

APPLICATION

1. Prepare, paint, and finish all surfaces specified and/or previously painted.2. Apply material evenly; free from sags, runs, crawls, holidays, or defects.3. Apply by spray and back-roll in opposite directions for complete coverage.4. The number of coats specified is the minimum number acceptable and should meet or exceed 4

mils of dry film thickness. If full coverage is not obtained with the specified number of coats,apply additional coats as necessary to product a uniform finish.

5. Drying times to re-coat are to be as per manufacturer’s recommendations.

CLEAN UP

1. Daily, and at completion of project, remove all materials, supplies, debris, used masking, andrubbish to leave workspaces and paint storage areas in a clean, acceptable condition.

2. Daily, remove from the premises hazardous and/or flammable materials such as rags,contaminated with thinners, stains and solvents.

WORKMANSHIP

1. Provide best quality workmanship, performed by skilled mechanics.2. Perform work under conditions best suited to the production of acceptable work.3. Correct all work that does not comply with the intent of the specifications. All work will be

subject to approval by the owner.4. Protect all adjacent areas and surfaces from damage from misplaced paint and preparation

work.5. Protect all landscaping during preparation and painting period.6. Insure that hardware is protected before painting is started and uncovered when painting in that

area is completed daily.7. Coordinate with Owner’s Representative before using noisy, motorize equipment. No loud

radio/stereos will be allowed on premises.8. Take all necessary steps to protect the public, tenant and all property, and vehicles from

damage during this operation.9. Apply no paint in rain, fog or mist, or when surface or air temperature is below the

recommended temperature as specified by manufacturer.10. Immediately clean up all accidental splatters, spillage, and misplaced paint and restore the

affected surface to its original condition. 11. Provide a clean and liability free work area.

SCOPE OF WORK:

1. Pressure wash all surfaces to be painted.CAULKING AND PATCHING

a) Caulk all splits and cracks. Press all caulking into gaps using a finger or appropriate tool. Usethe specified patching compound for gaps exceeding ¼ inch. Refer to manufacturer’s printedinstructions for further instructions regarding caulking or patching compounds. Caulking shallbe carefully completed and, if necessary, trimmed and smoothed to provide a uniform surface.1) Caulking: Use Sashco Big Stretch Caulk2) Patching: Use Dap Elasto-Patch

PRIMING AND PAINTING

1. Spot Prime all bare wood and concrete if applicable:

a. Wire brush or scrape loose debris without harming existing substrates.b. Prime all bare concrete with Rodda 501601x First Coat Primerc. Spot Prime all metal with Rodda 7082xx Barrier III High Solids Primer

FINISH

a. Apply by sprayer 8 wet mils (4 mils dry) or coats to cover with back roll on the body to achieve the minimum dry film thickness. Finish body: Rodda 521101x AC909 Satin Exterior Latex House Paint. Body, Trim, Garage Surrounds, mail box kiosk, storage doors, out buildings.

b. Finish metal handrails, entry doors, and wraps, with Rodda 54200xx Unique II Semi-GlossInt Ext Enamel

Note: Industrial Colorants Materials Section Paragraph 1.

“Rodda Paint Company will match the existing color standards with Industrial Colorants”

Due to the Industrial Colorant cost, each gallon will have an additional cost to Contractor of $2.30.

TECHNICAL DATA

PREPARED BY

RODDA PAINT COMPANY PORTLAND, OREGON

11 Hawthorn Parkway Vernon Hills, IL 60061

JOMAX®

Technical Data Bulletin

HOUSE CLEANER AND MILDEW KILLER A high performance outdoor cleaner or pre-paint mildew remover uniquely formulated to kill mold and mildew fast and remove dirt and stains on most exterior painted or non-porous surfaces; without the need for scrubbing. Jomax® is an EPA approved, patented concentrate containing a mildewcide, ChloRelease® bleach activator and detergents. When used as directed Jomax® will not damage painted surfaces and may be applied near plants and shrubs. Selection Data Generic Type – Mildewcidal liquid house washing concentrate. EPA Data – Jomax® House Cleaner and Mildew Killer is registered with the U.S. Environmental Protection Agency. EPA Reg. No. 71240-1. EPA Est. No. 71240-NJ- 001. NOTE: IT IS A VIOLATION OF FEDERAL LAW TO USE THIS PRODUCT IN A MANNER INCONSISTENT WITH ITS LABELING. Performance Characteristics • Kills mold & mildew fast • Removes dirt and stains without scrubbing • Can be used near plants and shrubs • Easy application with a garden sprayer • One gallon of Jomax® makes 20 gallons of solution Recommended Uses – Recommended for cleaning vinyl and aluminum siding and trim; painted or stained wood siding, trim, decks, and fences, and painted or stained stucco, concrete and other painted or non-porous surfaces. Coverage – One quart of Jomax® makes 5 gallons (18.9liters) of solution, sufficient to clean and treat approximately 1,000 sq. feet (92.5 sq. meters). One gallon of Jomax® makes 20 gallons (75.7 liters) of solution, sufficient to clean approximately 4,000 sq. feet (371.6 sq. meters) Actual coverage will depend upon quantity applied and porosity of the surface. Application Data Mixing Instructions - Shake well before using. Mix in the proper proportions with bleach and water (80% water, 15% bleach, and 5% Jomax®) according to label directions. To ensure that components are properly mixed, follow mixing chart to produce the desired quantity of cleaning solution.

1. Pour water into a tank-type garden sprayer or plastic pail. 2. Add EPA registered household bleach, like Clorox®. 3. Shake Jomax® concentrate thoroughly. 4. Add Jomax® then stir solution thoroughly.

IMPORTANT: Always follow manufacturer’s precautions when using bleach. Use immediately after mixing - prepared Jomax® solution remains effective for 3 hours after mixing. Do not allow solution to contact fabrics. Mixture may be applied in areas adjacent to plants, shrubs and trees. Application - Test a small area before using. Apply with a tank-type garden sprayer or airless or chemical sprayer. Spray surfaces liberally and wait 5 minutes and rinse well. Heavy mildew stains may require a second application. Textured surfaces may require light scrubbing. For best results rinse surfaces with a pressure washer (follow manufacturer’s instructions for tip size and pressure setting). As a precaution spray sensitive plants with water before and after Jomax® application. Clean up - Clean sprayer with water and baking soda or a non-ammonia cleaner. Rinse well. Limitations Jomax® is not recommended for indoor application. For porous surfaces such as bare concrete and masonry, unfinished wood, asphalt roof shingles, etc. may require scrubbing and multiple applications. It is in violation of Federal law to use this product in a manner inconsistent with its labeling. PRECAUTIONARY STATEMENTS: HAZARDS TO HUMANS AND DOMESTIC ANIMALS. CAUTION. Harmful if swallowed. Avoid contact with skin, eyes, or clothing. Avoid breathing vapors or spray mist. Protective goggles and gloves or equivalent should be worn. Do not use in confined areas without proper ventilation. Avoid applications during windy conditions.

In case of emergency, call CHEMTREC at 1-800-424- 9300. Have the product container or label with you when calling a Poison Control Center or doctor, or going for treatment. ENVIRONMENTAL HAZARDS: This product is toxic to fish. Do not apply directly to water. Do not contaminate water when disposing of equipment wash waters. For guidance, contact your state water board or EPA regional office. STORAGE AND DISPOSAL- Product may discolor during storage. Color changes do not affect product performance. Dispose by securely wrapping original container in several layers of newspaper and discard in trash. Do not reuse container. Shelf Life 60 months @ 75ºF (2ºC) Storage/Handling Store indoors 40ºF – 80ºF (4ºC – 27ºC) Freeze/thaw stable

Warranty This product will perform as claimed if directions are followed. Directions are as complete as possible but cannot encompass all conditions, applications, techniques, and/or surfaces which are beyond our control. If you have a question, check with your dealer or contact Rust-Oleum Corporation, Vernon Hills, IL. Warranty is limited to replacement or refunded value of product actually used if such product proves defective within two years of manufacture. No other warranty or guarantee is expressed or implied.

Keep out of reach of children

Read and carefully follow all information on this Technical Data Bulletin, on the product label and the material safety data sheet for this product. To the best of our knowledge, the data contained herein are true and accurate at the date of issuance and are subject to change without prior notice. User must contact Rust-Oleum to verify correctness before specifying or ordering. No guarantee of accuracy is given or implied. We guarantee our products to conform to Rust-Oleum's quality control and assume no responsibility for coverage, performance or injuries from use. Visit Zinsser.com

for our most up-to-date technical data bulletins.

Rust-Oleum Corporation, 11 Hawthorn Parkway, Vernon Hills, IL 60061 An RPM Company

Phone: 847•367•7700 www.rustoleum.com

Description:Big Stretch® is a high-performance water-based elastomeric sealant with powerful adhesion and superior elasticity. It spans gaps up to 2” wide and stretches up to 500% of original joint size without cracking. Big Stretch won’t crack…it just stretches.

Where to Use:Interior and exterior applications, including: •Windows •Doors •Siding •Vents •Soffits •Baseboards •Eaves •CrownMolding •Sound-proofinginteriorwalls

ADheres to: (allconformtoASTMC-794)Mostbuildingmaterialsincluding: Metals •Aluminum •Brass •Steel •AnodizedWindows plastics •ABS •Lexan®* •AcrylicSheet •Plexiglass •PVC •Fiberglass •Urethane •Vinyl •Polycarbonate •Polystyrene •Nylon Other Surfaces •Asphalt •Tile •CinderBlock •Corian1®* •Wood •Formica®* •Glass •Mortar •HotmeltButyl•Stucco •Brick •Concrete •Stone •EIFS •FiberCement •Drywall

TECHNICAL DATA

colors: •White •Tan •Redwood •Gray •Woodtone •Clear •DarkBrown •Black •PineGreen •Ironstone •Limestone •SlateGray •Almond

Visitwww.sashco.comforacolorcompatibility chart that matches Big Stretch colorstovariousvinylwindowmanufacturers’colors.

pAckAging: •10.5oz.plasticcartridges •29oz.fibercartridges(whiteonly)

coverAge:A10.5oz.cartridgewillyieldapprox.26linealfeetwitha¼”(6mm)bead.

pAintAbility:Paintablewithexteriorlatexpaints/stainsafter4hoursandinteriorlatexpaints/stainsafter24-48hours(moreforhumidcondi-tions).Paintablewithmostexterioroil-basedpaints/stainsafter1week.Note:somelow-end,flatlatexpaintsmaycrack,regardlessofcure time.* Corian1®, Lexan®, and Formica® are registered trademarks of their respective owners.

FeAtUres beneFits•Superelastic,movesinsteadoftears Eliminatescostlycallbacks•Spansgapsupto2”widewithnoslump Stayswhereit’sapplied•Powerfuladhesion Won’ttearorpullaway•Highdurability Performswellinmostanytypeofclimate•Water-based Easytotoolandcleanup•LowVOC MeetsstrictestVOCrequirements; environmentallyfriendly•Superbpaintability Compatiblewithlatexpaintandmost oil-based paints, sealers and stains •Freeze-thawstable Simplythaw&apply,nowastedproduct•LimitedLifetimeWarranty Haveconfidencethatyou’reusing the right product•Full10.5oz.ineverycartridge Moreforyourmoney•Won’tcausepaintgloss Nomoreshinycaulklines

•Exclusivestopflowplunger Lesswaste,lessmess

Won’t Crack. . .“It Just Stretches”

1-800-767-5656 • www.sashco.com10300E.107thPl.,Brighton,CO80601MadeintheUSA

BIG 007 04-12

Limited Lifetime Warranty: Sashco warrants this product will substantially meet published speci-ficationsonthedateofsale.Ifitfailstodoso,returnunusedportionwithoriginalsalesreceiptforreplacementorrefund,atSashco’ssoleoption.Thesearepurchaser’ssoleandexclusiveremediesforanybreachofwarranty.Purchasermustdeterminesuitabilityofproductforpurchaser’sspecificneeds and assumes all risk associated with its use. Sashco will not be liable for direct or indirect damages.

Exceptasstatedabovetherearenowarrantiesforthisproduct.The foregoing express warranty is in lieu of all other warranties, express or implied, including without limitation implied war-ranties of merchantability or fitness for a particular purpose, which warranties are specifi-cally excluded and disclaimed.ThisLimitedWarrantygivesyouspecificlegalrights.Youmayhaveotherrightswhichvaryfromstatetostate.Somestatesdonotallowexclusionofimpliedwarranties in consumer or other sales, limitations on the duration of implied warranties, or exclusion orlimitationofincidentalorconsequentialdamages.Thus,thelimitationsorexclusionscontainedabovemaynotapplytoyoudependinguponyourspecificcircumstances.

Visit www.sashco.com for information on other Sashco high performance products.

typicAl properties: property vAlUe Joint Size Maximum2”–––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––– Application Range 40°Fto120°F(4°Cto49°C)surfacetemperature–––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––– Service Range -30°Fto250°F(-34°Cto121°C)–––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––– Tensile Properties Recoveryat50%stretch:100%in3minutes Recoveryat100%stretch:96%in5minutes–––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––– VOC 59.8g/L<1.5%byweight––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––

test DAtA: property resUlts test MethoD Durability 25%totaljointmovement ASTMC-719 (10cycles@-15°F(-26°C))–––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––– Hardness, Shore A 32(21-daycure) ASTMC-661–––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––– Slump <1/8” ASTMD-2202–––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––– Solids 83.8%byweight(pigmented) ASTMC-1250 61.2%byweight(clear)–––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––– Extrusion Rate 750g/min(1/8”orificeat40psi) ASTMC-603–––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––– Freeze-Thaw Stability Passes10cycles0°Fto70°F ASTMC-731 (-18°Cto21°C)–––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––– Low Temp. Flexibility Pass(notartificiallyweathered) ASTMC-734 –––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––– Tack-free Lessthan30minutes ASTMC-679–––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––– Cured 4-5days(dependentontemperature, ASTMC-679 humidityandbeadsize)–––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––– Adhesion-in-peel See“ADHERESTO”sectiononfrontpage ASTMC-794 Passing Substrates –––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––––– speciFicAtions: •MeetsFHArequirements. •MeetsorexceedsFederalSpecification: –TT-S-00230C –ASTMC-834 –ASTMC-920,TypeS,NS,Class25,UseNT,M,A.Exceeds10%weightloss.Thedatareportedherearebelievedtobereliable.Nowarrantyismadeconcerningtheaccuracyofortheresultsobtainedfromtheiruse.* Teflon®, Kynar® and McKanica® are registered trademarks of their respective owners.

Keep out of reach of children.

Where not to Use:• Areas of water submersion or fre-

quent, prolonge d puddling• Areas with high foot and/or vehicle-

traffic (driveways, sidewalks, decks, patios, etc.)

• Roofs exposed to prolonged damp-ness (use Sashco’s Through the Roof!® instead)

• Big Stretch Clear should not be used on copper flashing. Colored Big Stretch, Sashco’s Lexel® or Sashco’s Through the Roof!® are best for this application.

• Will not adhere to or is incompatible with Kynar®*, Polypropylene, Waxes, Polyethylene, Teflon®*, and Silicone.

ApplicAtion:• Lower temperatures and higher

humidity will slow cure time. Allow 1-3 days curing before exposure to direct rainfall. Use plastic sheeting with good airflow underneath to pro-tect the product if rain is expected sooner.

• Natural shrinkage will give the joint a concave appearance; multiple

applications may be needed to fill the joint flat.

• If dirt or oils are present on the substrate, wash with any household cleaner, rinse to remove and allow to thoroughly dry.

• Remove any old caulk, especially silicone and all silicone residue. Use a silicone remover such as McKa-nica®* Silicone Caulk Remover.

• Insert backer rod into joints deeper than 1/2” to provide for proper seal-ant depth and a stronger, longer lasting seal.

• Choose bead size and cut the nozzle. Puncture the inner seal.

• Gun Big Stretch into the joint. • Tool for a smoother bead using a

damp foam or paint brush with a light, skimming touch, or use a bead-ing tool.

storAge AnD cleAn Up:• Clean up tools and hands with warm

water and soap.• Leftover Big Stretch can be stored

if the nozzle is tightly wrapped with plastic wrap and a rubber band.

Technical Bulletin 2400 Boston Street, Suite 200, Baltimore, Maryland 21224

Phone: 410-675-2100 or 800-543-3840 Revised: 6/15/2005

DAP® ElastoPatch® Flexible Patching Compound • Eliminates recurring cracks • Provides a permanently flexible fill • Will not flash paint • Ready to use • Available in smooth or textured finish Packaging: 10.1 oz cartridge, 1 quart tub, 1 gallon tub, 946 ml Color: White UPC Numbers: 12276, 12278, 12280, 12286, 12288, 12290, 21050 Company Identification: Manufacturer: DAP Inc., 2400 Boston St., Baltimore, Maryland 21224 Usage Information: DAP HELPLINE: 888-DAP-TIPS, 9:00 am to 7:00 pm EST. Order Information: 800-327-3339 Fax Number: 410-534-2650 Also, visit the DAP website at www.dap.com. Product Description: DAP® ElastoPatch® Flexible Patching Compound is a high performance, elastomeric spackling compound that eliminates recurring cracks by providing a permanently flexible fill. Will not crack, crumble or fall out as the joint expands and contracts over time. Superior paintability – won’t flash paint. Available in smooth grade and textured grade to provide the perfect finish. Interior and exterior use. Suggested Uses:Ideal for filling and repairing recurring cracks and holes in: • Stucco • Brick

• Plaster/Drywall • Wood

Surface Preparation & Application: • Clean surface removing all loose particles, plaster, wax, dust, dirt, peeling paint, old caulk, grease and oil. • Using a caulking gun, brush, putty knife or trowel, fill crack with patching compound. Tool patched surface

to desired finish before product dries. • Product is not sandable. • For some repairs, more than one application may be required. Use product to bridge gaps up to 1/4” wide

and 1/2” deep. Fill small cracks and surface defects to a minimum depth of 1/8”. • Can be painted after 30 minutes with latex-based paints. Allow to dry at least 2 hours (longer in cool or

humid conditions) before painting with oil-based paints. • Wash tools immediately after use with water.

1

For Best Results: • Apply in temperatures above 40°F. • Do not use outside when rain or freezing temperatures are expected within 12 hours. • Product is water resistant in above grade applications. Do not use below waterline. • Allow fresh concrete to cure at least 30 days before patching. Physical & Chemical Characteristics: SMOOTH TEXTURED Tooling Time: 10 Minutes 10 Minutes Tack Free Time: 30 Minutes 30 Minutes Dynamic Joint Movement: ± 12% ± 12% Paintability: Yes Yes Odor: Low Low Consistency: Smooth Textured Polymer: Acrylic Acrylic Volatile: Water Water Flash Point: None None Filler: Calcium Carbonate Calcium Carbonate Specific Gravity: 1.6 ± 0.02 1.5 ± 0.03 Solids: 82.5% ± 1.0% 78.0% ± 1.5% Density: 13.8 ± 0.1 lbs./gal. 12.5 ± 0.2 lbs./gal. Temperature Service Range: -30°F to 180°F -30°F to 180°F Temperature Application Range: 40°F to 100°F 40°F to 100°F Freeze Thaw Stability: Passes 5 Cycles Passes 5 Cycles Shelf Life: 1 Year 1 Year MSDS No.: 000 77342 001 Clean Up & Storage: Wash tools immediately after use with water. Make sure container is closed and tightly sealed. Store in a cool, dry place away from extreme heat or cold. Safety: See product label and Material Safety Data Sheet (MSDS) for safety information. You can request an MSDS by visiting our website at www.dap.com or by calling 888-DAP-TIPS. Warranty Information: If you are not satisfied with this product’s performance when used as directed, return used container and sales receipt to DAP Inc., Technical Customer Service, 2400 Boston Street, Suite 200, Baltimore, MD 21224 for product replacement or sales price refund. DAP will not be liable for incidental or consequential damages.

2

http://www.dap.com/

COMPLIANCEINDICATORSat 07/01/2015

MPI MPI#3 MPI#6 MPI#137

Interior/Exterior Bonding Primer501601

DESCRIPTIONFirst Coat is a fast drying pigmented latex emulsion coating designed for use as aprime coat on exterior and interior surfaces. First Coat has tenacious adhesion toa variety of substrates. It can be tinted from a white base or a deep base tofacilitate topcoat coverage.

RECOMMENDED USESFirst Coat may be used as a primer on a variety of surfaces: new or previouslycoated wood, brick, masonry, concrete, hardboard, stucco, plaster, properlyprepared galvanized steel, and aluminum. Used also when painting over rustednailheads or tannin-bleeding wood.

FEATURES- A high adhesion primer developed over 40 years ago- Tintable to a wide range of colors- Contains a stain blocker to resist staining on redwood or cedar- High Alkali Resistance- Application can be made down to 35 degrees F.- pH tolerant up to 13.0

Bases VOC(lbs/gallon)*Primer (501601)Accent Base (501603)Black (533057)

TECHNICAL CHARACTERISTICS

45.0 g/L or 0.377 lbs./gal

*Before thinning and colorants

TINTING TYPEUniversal Tinting Colorant

FINISHGloss: 8-12

Sheen: 20-30

SOLIDS & DENSITYVolume: 38.00%

Weight: 51.00%

Density: 10.40 lb per gallon

FILM THICKNESS (PER COAT)Wet: 4 - mils

Dry: 1.50 - mils

THEORETICAL COVERAGE (PER COAT):401 ft2 for 1.50 mils dry film thickness-

VISCOSITY94 - 98 KU

DRYING TIMEat 77°F and 50% Relative HumidityDry to touch: 30 minutesDry to recoat: 4 hours

THINNERFor brush or roller application thinning should not benecessary. Spray painting may require thinning with cleanwater to a maximum of 10% by volume;

CLEAN UPAfter use, clean application tools with warm soapy waterand rinse thoroughly.

STORAGE TEMPERATURE40-90°F. Store indoors and keep from freezing.

SHELF LIFE2 year minimum in unopened containers at 70°F.

Rodda Paint Company6107 North Marine Drive, Portland, Oregon, USA 97203Corporate Office 1.800.452.2315www.roddapaint.com

Formulated and Manufacturedin Portland, Oregon, USA Printed: 07/02/2015

Version:

Page 1 of 2

http://www.roddapaint.com

SURFACE PREPARATIONSurface preparation is important. All surfaces must be smooth, clean, dry, free of mildew, grease, chalk, soap film, sanding dust orother contaminants. Remove all loose or peeling material from previously-painted surfaces. Wash with a mild detergent and watersolution. Rinse thoroughly, allow to dry. On exterior surfaces after cleaning, check for chalk ( paint oxidation) on the surfaces with adark colored rag. If chalk is still present re-wash affected surfaces. If needed on glossy or smooth surfaces: scuff sand using 80-120 gritsandpaper. Remove all sanding dust prior to painting. Do not apply at ambient temperatures below 50˚F (10˚C).Pre-Painted Surfaces: Wash with a mild detergent and water solution. Rinse thoroughly, allow to dry, and then, if needed, scuff sandusing 80 to 120 grit sandpaper on a hand sander. Remove all sanding dust.Non-Ferrous Metal: Clean the metal surfaces of any contaminants such as oil, grease, or dirt. Apply a bonding primer suitable for themetal being painted. If priming is not possible, scuff sand the metal surface with 100 grit sandpaper. Remove sanding dust and paint.Surface Prep for Unpainted Concrete: Remove all surface contamination, form release agents, moisture curing membranes,mildew, efflorescence, etc. by pressure washing with an appropriate cleaner. Then rinse and allow to dry. Do not apply to damp or wetsurfaces. Concrete or mortar needs to be cured approximately 30 days at 70 degrees F. Do not apply block filler to smooth surfacesas peeling may occur. WARNING! If you scrape, sand or remove old paint from any surface you may release lead dust. LEAD IS TOXIC. EXPOSURE TO LEADDUST CAN CAUSE SERIOUS ILLNESS, SUCH AS BRAIN DAMAGE, ESPECIALLY IN CHILDREN. PREGNANT WOMEN SHOULD ALSO AVOIDEXPOSURE. Wear a NIOSH approved respirator to control lead exposure. Carefully clean up with a wet mop or HEPA vacuum. Foradditional information on surfaces that may contain lead paint, contact the U.S. EPA / Lead Information Hotline at 1-800-424-LEAD(5323).

APPLICATIONDo not paint in the direct sun as this can cause lap marks and blistering in the your paint job .Always endeavor to paint in the shade.

SAFETY PRECAUTIONSFor detailed information please refer to MSDSWarningFor detailed information please refer to this product's material safety data sheet. A copy of which may be found at our website: www.roddapaint.com under Products:Product Data Sheets and MSDS.First Aid: In case of eye contact, flush immediately with plenty of water for at least 15 minutes. Wash contaminated skin with soapand water. If ingested, call physician or the Poison Control Center immediately.

Recent AmendmentsCheck for recent amendments to this data sheet at www.roddapaint.com

Last Modification Date: 07/01/2015

Limitation of LiabilityTo the best of our knowledge, the technical data contained herein are true and accurate at the time of issuance but are subject to change withoutprior notice. We guarantee our product to conform to the specifications contained herein. All technical advice, recommendations and servicesregarding this product are rendered by the Seller gratis. They are based on technical data which the Seller believes to be reliable and are intended foruse by persons having skill and know-how, at their discretion and risk. Seller assumes no responsibility for results obtained or damages incurred from thisproduct use by Buyer whether as recommended herein or otherwise. Such recommendations, technical advice or services are not to be taken as alicense to operate under or suggest infringement of any patent.

Read Label and Safety Data Sheet Prior to Use.



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http://pldb.cloverdalepaint.com/www.roddapaint.com



MPI MPI#79 MPI#95

High Solids Rust Inhibitive Metal Primer708225

DESCRIPTIONBarrier III HS is a high solids, high build, fast drying, lead and chromate free rustinhibitive metal primer for ferrous metals. This primer has the ability to replace amultitude of primers usually required to ensure compatibility with various topcoatssuch as alkyds, epoxies, most coal tars, chlorinated rubber, emulsions andpolyurethanes. It can be used as a tie coat (intermediate) primer for thepossibility of upgrading present surfaces to a more chemically resistant system.

RECOMMENDED USES- A good storage primer for steel in mild environments- A weldable primer in thin film application of 1 mil or less DFT- Phenolic modification enables Barrier III HS to be coated with epoxies andpolyurethanes when fully dry

FEATURES- Available in off white for use under safety colors and light colored latex or alkydtopcoats- Fast drying with good dry to handle times- Exhibits weldability in thin film applications- VOC compliant- Low HAPS formulated

Bases VOC(lbs/gallon)*Primer (708225)Red Oxide (708295)


3.32 lb/gl (398g/L)


TINTING TYPEIndustrial Tinting Colorant

FINISHGloss: 0 to 20

Sheen:

SOLIDS & DENSITYVolume: 53 %

Weight: 70 %

Density: 11.20 lbs per gallon

FILM THICKNESS (PER COAT)Wet: 4.0 - mils

Dry: 2.0 - mils

THEORETICAL COVERAGE (PER COAT):2 mils dry film thickness is 401 -

VISCOSITY70 - 75 KU

DRYING TIMEat 77°F and 50% Relative HumidityDry to touch: 1 hour or lessDry to recoat: 3 to 6 hours for alkyd topcoats and 24hours for water base topcoats

THINNERnone recommended

CLEAN UPUse the recommended thinner for this paint for cleanup: Synthetic Reducer (799260)

STORAGE TEMPERATURE40-90 degrees F. Store indoors and keep from freezing.

SHELF LIFEminimum of two years when stored in unopened cans at70 degrees F.



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SURFACE PREPARATIONSurface preparation is important. All surfaces must be smooth, clean, dry, free of mildew, grease, soap film, sanding dust or othercontaminants. Remove all loose or peeling material from previously-painted surfaces. Wash with a mild detergent and water solution.Rinse thoroughly, allow to dry and if needed on glossy or smooth surfaces: scuff sand using 80-120 grit sandpaper. Remove all sandingdust. Do not apply at ambient temperatures below 50˚F (10˚C).Ferrous Metal: Clean metal of any contaminants by pressure washing or solvent wiping per SSPC-SP-1. As a minimum power toolclean the metal per SSPC-SP-3 being careful not to polish the metal. The metal surface should have a profile for the paint tomechanically bond to. Better performance is always achieved with an abrasive blast to a minimum of SSPC-SP-6 Commercial Blast.WARNING! Use With Adequate Ventilation. Reports have associated repeated and prolonged occupational overexposure tosolvents with permanent brain and nervous system damage. Intentional misuse by deliberatley concentrating and inhaling the contentsmay be harmful or fatal.For Industrial/ Shop Use Only.

Application EquipmentBrush: Use a good quality pure bristle brush.Roller: Use a 1/4" -3/8" nap synthetic cover depending on the degree of texture of the surface to be painted.Note: Due the fast drying nature of this primer a brush or roller application is not feasible but may be used for stripecoating of welds or edges. Airless Spray: Pressure 2,000 psi. Tip: .013" to .017".

SAFETY PRECAUTIONSFor detailed information please refer to MSDSWarningSafety Precautions: For detailed information please refer to this product's material safety data sheet. A copy of which may be foundat our website: www.roddapaint.com under Products:Product Data Sheets and MSDS.Flammable & Combustible: Use only in a well ventilated area. Keep away from potential sources of flames or sparks, such as a pilotlight on a furnace or an electic motor. Keep out of reach of children. Materials such as rags that are used with this product may beginto burn by themselves. After using, completely immerse used rags in water or lay them out flat separately to dry and then discard.First Aid: In case of eye contact, flush immediately with plenty of water for at least 15 minutes. Wash contaminated skin with soapand water. If ingested, call physician or the Poison Control Center immediately.







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Exterior Gloss Level 2 Satin Finish521101

DESCRIPTIONRodda Paint’s CoverCoat (AC-Series) family of premium exterior paints isformulated with 100% acrylic resin technologies and has been an essentialproduct of professional painters and homeowners relied upon for generations.CoverCoat delivers professional performance, is easy to apply with minimal odorand flows-out to a beautiful uniform finish. The acrylic resin provides excellentadhesion over most exterior surfaces and remains flexible in the changingtemperature conditions of the Northwest. The CoverCoat finishes exhibitexceptional UV resistance with additives to help resist mold and mildew growth,extending the service life between repaints. CoverCoat paints can be applied bybrush, roller or airless spray in conditions down to 35°F for early morning startsand extends the painting season.

RECOMMENDED USESCoverCoat (AC-Series) is available in a flat, velvet and satin sheen for exceptionalversatility, and is an excellent choice for new work and repaint projects overproperly prepared wood, trim and siding, masonry, brick and concrete, andexterior metal like gutters and downspouts using Rodda Paint’s premium FirstCoat primer, Surf Bond II or Control Primer. CoverCoat is backed by a RoddaPaint Warranty by sheen (see your Rodda Sales Rep or Store Manager fordetails). Available in one gallon cans and five gallon pails, and the CoverCoat line issupported by 1320+ colors in Rodda’s “Color Right” system, the exclusiveCascadia colors of the Northwest neighborhoods and can be custom-matched tomost any color.Vinyl siding should only be repainted with light colors to help avoid warping, seeand follow siding manufacturer’s recommendations.

Bases VOC(lbs/gallon)*White Base (521101)Deep Base (521103)Neutral Base (521104)


74.0 g/L (0.62 lbs/gal)


TINTING TYPEUniversal Tinting or Zero VOC Colorant

FINISHGloss: 8.5 to 12.5

Sheen: 15 to 20

SOLIDS & DENSITYVolume: 38.0 %

Weight: 50.0 %

Density: 10.72 lb per gallon

FILM THICKNESS (PER COAT)Wet: 4.0 - 6.0 mils

Dry: 1.5 - 99 mils

THEORETICAL COVERAGE (PER COAT):1.50 mils dry film thickness is 401 -ft2-

VISCOSITY100 - 105 KU

DRYING TIMEat 77°F and 50% Relative HumidityDry to touch: 1.5 hoursDry to recoat: 3 hours

THINNERFor roller or brush application thinning is normally notnecessary. For spraying purposes thinning up to 10% byvolume with clean water is acceptable.


STORAGE TEMPERATUREStore indoors at 40 to 90 degreesambient temperature and keep from freezing.

SHELF LIFE2 year minimum stored in unopened cans at 70 degreesF.



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SURFACE PREPARATION Surface preparation is important. All surfaces must be smooth, clean, dry, free of mildew, grease, chalk, soap film, sanding dust orother contaminants. Remove all loose or peeling material from previously-painted surfaces. Wash with a mild detergent and watersolution. Rinse thoroughly, allow to dry. On exterior surfaces after cleaning, check for chalk ( paint oxidation) on the surfaces with adark colored rag. If chalk is still present re-wash affected surfaces. If needed on glossy or smooth surfaces: scuff sand using 80-120 gritsandpaper. Remove all sanding dust prior to painting. Do not apply at ambient temperatures below 50˚F (10˚C).New or Bare Wood: Sand or chemically remove mill glaze to expose fresh wood cells prior to applying paint or stain. Woods known tocontain soluble stains, such as tannins in cedar and redwood must be primed with Rodda Stain-Blocking primers, such as #501601 or#701501. Pre-Painted Surfaces: Wash with a mild detergent and water solution. Rinse thoroughly, allow to dry, and then, if needed, scuff sandusing 80 to 120 grit sandpaper on a hand sander. Remove all sanding dust.Surface Prep for Unpainted Concrete: Remove all surface contamination, form release agents, moisture curing membranes,mildew, efflorescence, etc. by pressure washing with an appropriate cleaner. Then rinse and allow to dry. Do not apply coatings todamp or wet surfaces. Concrete or mortar needs to be cured approximately 30 days at 70 degrees F. Do not apply block filler tosmooth surfaces as peeling may occur. WARNING! If you scrape, sand or remove old paint from any surface you may release lead dust. LEAD IS TOXIC. EXPOSURE TOLEAD DUST CAN CAUSE SERIOUS ILLNESS, SUCH AS BRAIN DAMAGE, ESPECIALLY IN CHILDREN. PREGNANT WOMEN SHOULD ALSOAVOID EXPOSURE. Wear a NIOSH approved respirator to control lead exposure. Carefully clean up with a wet mop or HEPA vacuum.For additional information on surfaces that may contain lead paint, contact the U.S. EPA / Lead Information Hotline at 1-800-424-LEAD(5323).

RECOMMENDED PRIMERNew or Bare Wood: Use Rodda Exterior Alkyd (#701501) or Acrylic (#501601) primer.Masonry: Rodda Latex paints can be self-priming. If needed, use Rodda Latex Block Filler (#501901) on new masonry block or RoddaLatex Primer (#501601) on wood or other masonry surfaces.Ferrous Metals (Steel, Iron): Use a suitable anti-corrosive primer such as Rodda Metal Master (#508901) or Rodda All Purpose MetalPrimer (#708195).Non-Ferrous Metals (Aluminum): Use a suitable bonding primer, such as Rodda Galva-Cling (#74079) or Cloverdale Clovabond(#71007). For optimum adhesion on high traffic surfaces: clean surface, lightly sand with 120 grit sandpaper, remove dust, and paint.Previously Stained and Painted Wood: Remove loose or flaking material. If mildew is present, surface should be washed with achlorine bleach solution (20% bleach, 1% liquid detergent in water). Leave solution on the surface for 15 minutes prior to rinsing withfresh, clean water. Allow surface to dry before recoating. Dull glossy surfaces by sanding with 80-120 grit sandpaper. Remove sandingdust. If warranted, use a bonding primer for optimum adhesion.

APPLICATIONWhen painting vinyl siding, care must be taken not to use dark colored paint as this can cause the surface to become very hot in thesummer sun and cause warping of the siding. Never use a color that is darker than the original siding color.Do not paint in the direct sun as this can cause lap marks and blistering in the your paint job .Always endeavor to paint in the shade.

Application EquipmentBrush: Use a good quality nylon/polyester brushRoller: Use a good quality natural or synthetic roller cover in a 3/8", 1/2", or 3/4" nap depending on the roughness of the surface beingpaintedAirless Spray: 2,000 p.s.i. and a .015" to .017" airless tip

SAFETY PRECAUTIONSFor detailed information please refer to MSDSWarningSafety Precautions: For detailed information please refer to this product's material safety data sheet which may be found on ourwebsite at www.roddapaint.com under products: product data sheets and MSDS.First Aid: In case of eye contact, flush immediately with plenty of water for at least 15 minutes. Wash contaminated skin with soapand water. If ingested, call physician or the Poison Control Center immediately.




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MPI MPI#11 MPI#141

Interior Gloss Level 5 Semigloss Enamel542001

DESCRIPTIONRodda Paint’s Unique II is a premium family of 100% acrylic interior and exteriorenamels delivering high performance and versatility. The Unique II systemincludes three designer sheens, the Unique Enamel Undercoater for a durablefinish, and Color Bases for low-gloss application of vibrant accent colors with greatcolor retention. Unique II is easy to apply with brush, roller or sprayer andprovides great hide, coverage and gloss retention with low odor during applicationand minimal spatter. The Unique II enamel family has superior interiorperformance with excellent adhesion over aged alkyds and outstanding block-resistance and touch-up properties, yet remains flexible for exterior applicationson doors, siding and fascia and trim. Unique II enamels are stain and mildewresistant and block resistant, easily washable and resist cracking and deteriorationwith age for greater long-term service life.

RECOMMENDED USESAn excellent choice for all residential and commercial painting projects, Unique IIproducts are MPI approved paints specified by architects looking for a premiumdurable enamel finish on all interior or exterior surfaces including drywall andplaster, high traffic areas, doors and trim or over masonry and primed wood. Unique II paints are ideally suited for commercial projects where formal industryquality approvals are required. The versatile Unique II family includes a rich flatenamel, low gloss and semi-gloss and gloss is available in one gallon cans, fivegallon pails and some quarts. Unique II is backed by a Rodda Paint Warranty forinterior and exterior applications (see your Rodda Sales Rep or Store Manager fordetails), and is supported by 1320+ colors in Rodda’s “Color Right” system, theexclusive Cascadia colors of the Northwest neighborhoods and can be custom-matched to most any color.

FEATURES- Washable and scrubbable finish- Premium acrylic resin and UV additives; resistant to color fade- Available in over 1320 colors- Rich creamy consistency increases ease of application

Bases VOC(lbs/gallon)*White Base (542001)Deep Base (542003)Neutral Base (542004)


147.0 g/L (1.23 lbs/gal)


TINTING TYPEUniversal or Zero VOC tinting colorant

FINISHGloss: 45-55

Sheen: 70+

SOLIDS & DENSITYVolume: 34%

Weight: 47%

Density: 10.50 lbs per gallon

FILM THICKNESS (PER COAT)Wet: 5.0 - mils

Dry: 1.5 - mils

THEORETICAL COVERAGE (PER COAT):1.5 mils dry film thickness is 321 -

VISCOSITY93 - 97 KU

DRYING TIMEat 77°F and 50% Relative HumidityDry to touch: 30 minutesDry to recoat: 3 hours


STORAGE TEMPERATURE40-90 degrees F. Store indoors and keep from freezing.

SHELF LIFE2 years in unopened paint cans at 70 degrees F.



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SURFACE PREPARATION Surface preparation is important. All surfaces must be smooth, clean, dry, free of mildew, grease, chalk, soap film, sanding dust orother contaminants. Remove all loose or peeling material from previously-painted surfaces. Wash with a mild detergent and watersolution. Rinse thoroughly, allow to dry. On exterior surfaces after cleaning, check for chalk ( paint oxidation) on the surfaces with adark colored rag. If chalk is still present re-wash affected surfaces. If needed on glossy or smooth surfaces: scuff sand using 80-120 gritsandpaper. Remove all sanding dust prior to painting. Do not apply at ambient temperatures below 50˚F (10˚C).New or Bare Wood (Interior): Sand to remove mill glaze to expose fresh wood cells prior to applying paint or stain. Remove sandingdust prior to application of sealer or primer.Surface Prep for Unpainted Concrete: Remove all surface contamination, form release agents, moisture curing membranes,mildew, efflorescence, etc. by pressure washing with an appropriate cleaner. Then rinse and allow to dry. Do not apply to damp or wetsurfaces. Concrete or mortar needs to be cured approximately 30 days at 70 degrees F. Do not apply block filler to smooth surfacesas peeling may occur. Ferrous Metal: Clean metal of any contaminants by pressure washing or solvent wiping per SSPC-SP-1. As a minimum power toolclean the metal per SSPC-SP-3 being careful not to polish the metal. The metal surface should have a profile for the paint tomechanically bond to. Better performance is always achieved with an abrasive blast to a minimum of SSPC-SP-6 Commercial Blast.Pre-Painted Surfaces: Wash with a mild detergent and water solution. Rinse thoroughly, allow to dry, and then, if needed due to aglossy or hard smooth surface: scuff sand using 80 to 120 grit sandpaper on a hand sander. Remove all sanding dust.Non-Ferrous Metal: Clean the metal surfaces of any contaminants such as oil, grease, or dirt. Apply a bonding primersuitable for the metal being painted. If priming is not possible, scuff sand the metal surface with 100 grit sandpaper.Remove sanding dust and paint.WARNING! If you scrape, sand or remove old paint from any surface you may release lead dust. LEAD IS TOXIC. EXPOSURE TO LEADDUST CAN CAUSE SERIOUS ILLNESS, SUCH AS BRAIN DAMAGE, ESPECIALLY IN CHILDREN. PREGNANT WOMEN SHOULD ALSO AVOIDEXPOSURE. Wear a NIOSH approved respirator to control lead exposure. Carefully clean up with a wet mop or HEPA vacuum. Foradditional information on surfaces that may contain lead paint, contact the U.S. EPA / Lead Information Hotline at 1-800-424-LEAD(5323).

RECOMMENDED PRIMERNew or Bare Wood (Interior): Sand wood as necessary to smooth out surface and remove sanding dust. Prime with 702901Speed Primer or 502001 Unique II Undercoater.New or Bare Wood (Exterior): Sand or chemically remove mill glaze to expose fresh wood cells prior to applying paint or stain.Woods known to contain soluble stains, such as tannins in cedar and redwood must be primed with Rodda Stain-Blocking primers, suchas #501601 First Coat Latex Primer or #701501 Exterior Control Primer.Drywall: Rodda Scotseal Latex Drywall Sealer (#507801) or Roseal II Primer (#502701)Pre-Painted Surfaces: Self-Priming on properly-prepared pre-painted surfaces. Wash with a mild detergent and water solution. Rinsethoroughly, allow to dry, and then, if needed due to a glossy or smooth surface: scuff sand using 80 to 120 grit sandpaper on a handsander. Remove all sanding dust.Masonry: Rodda Latex paints can be self-priming. If needed, use Rodda Latex Block Filler (#501901) on new masonry block or RoddaLatex Primer (#501601) on wood or other masonry surfaces.Ferrous Metals (Steel, Iron): Use a suitable anti-corrosive primer such as Rodda Metal Master (#508901) or Rodda All Purpose MetalPrimer (#708195).Non-Ferrous Metals (Aluminum): Use a suitable bonding primer

APPLICATIONWhen painting vinyl siding, care must be taken not to use dark colored paint as this can cause the surface to become very hot in thesummer sun and cause warping of the siding. Never use a color that is darker than the original siding color.On exterior surfaces never paint in the direct sun as the surface temperatures and the ambient temperature can cause the paint to drytoo quickly and leave lap marks on the surface.This rapid drying of the paint can also affect the paint's adhesion.

Application EquipmentBrush: Use a good quality nylon/ polyester brush.Roller: Use a 1/4" -3/8" nap synthetic cover depending on the degree of texture of the surface to be painted.Airless Spray: Pressure 2,000 psi. Tip: .015" to .019".

SAFETY PRECAUTIONSFor detailed information please refer to MSDS



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WarningSafety Precautions: For detailed information please refer to this product's material safety data sheet. A copy of which may be foundat our website: www.roddapaint.com under Products:Product Data Sheets and MSDS.First Aid: In case of eye contact, flush immediately with plenty of water for at least 15 minutes. Wash contaminated skin with soapand water. If ingested, call physician or the Poison Control Center immediately.







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Rodda Paint Color Match # Product Color

TS15H2211 AC909 SATIN RAINTREE GREEN

TS15H2206 AC909 SATIN FOREST FLOOR GREEN

TS15H2215 AC909 SATIN RIVER GRAY

TS15H 2217 AC909 SATIN RED ROCK

TS15H2144 AC909 SATIN WINTER GATES

TS15H2154 AC909 SATIN NARRAGANSETT GREEN

TS15H2153 AC909 SATIN BREWSTER GRAY

TS15H2147 AC909 SATIN FLAX

TS15H2115 AC909 SATIN BLEEKER BEIGE

TS15H2092 AC909 SATIN ELMIRA WHITE

TS15H2149 AC909 SATIN CARRINGTON WHITE

TS15H2086 AC909 SATIN WHITE DOVE

TS15H 2090 AC909 SATIN FLORAL WHITE

TS15H2224 AC909 SATIN GRANT BIEGE

TS15H2089 AC909 SATIN ASHLEY GRAY

TS15J2305 AC909 SATIN CREAM

TS15J2308 AC909 SATIN RODDA TAN

Rodda Paint - Lakewood Store TS27 holds all of the color formulations

2510 - S.84th Street Unit 32C Lakewood, WA 98499(253) 472-7286 Contact: Jeff Tang

TACOMA HOUSING AUTHORITY – SALISHAN 2015 EXT COLOR INFONOTE: ALL COLORS ARE TINTED USING 896 INDUSTRIAL WB COLORANT

MATERIAL SAFETY DATA SHEETS

PREPARED BY

RODDA PAINT COMPANY PORTLAND, OREGON

Date Printed: 5/18/2015

Safety Data Sheet* Trusted Quality Since 1921 *

www.rustoleum.com

1. Identification

Product Name: JOMAX QT 12PK HOUSE CLEANER MILDWKILLR

Revision Date: 5/18/2015

Product Identifier: 60104 Supercedes Date: New SDS

Product Use/Class: House Cleaner and Mildew Killer/Waterbased

Supplier: Rust-Oleum Corporation11 Hawthorn ParkwayVernon Hills, IL 60061USA

Manufacturer: Rust-Oleum Corporation11 Hawthorn ParkwayVernon Hills, IL 60061USA

Preparer: Regulatory Department

24 Hour Hotline: 847-367-7700Emergency Telephone:

2. Hazard Identification

EMERGENCY OVERVIEW: Use ventilation necessary to keep exposures below recommended exposure limits, if any. May cause eye, skin, or respiratory tract irritation. KEEP OUT OF REACH OF CHILDREN. Harmful if inhaled. Harmful if swallowed. Causes severe skin and eye burns. Causes eye irritation. Vapors extremely irritating to eyes and respiratory tract. Avoid contact with eyes, skin and clothing.

Classification

Symbol(s) of Product

Signal Word

Danger

GHS HAZARD STATEMENTSAcute Toxicity, Oral, category 4 H302 Harmful if swallowed.

Acute Toxicity, Dermal, category 4 H312 Harmful in contact with skin.

Acute Toxicity, Dermal, category 5 H313 May be harmful in contact with skin.

Skin Irritation, category 2 H315 Causes skin irritation.

Eye Irritation, category 2 H319 Causes serious eye irritation.

Acute Toxicity, Inhalation, category 3 H331 Toxic if inhaled.

Corrosive to Metals, category 1 H290 May be corrosive to metals.

Aspiration Hazard, category 2 H305 May be harmful if swallowed and enters airways

Skin Corrosion, category 1 H314 Causes severe skin burns and eye damage.

Eye Irritation, category 2B H320 Causes eye irritation

Skin Corrosion, category 1 H314 Causes severe skin burns and eye damage.

GHS LABEL PRECAUTIONARYSTATEMENTSP102 Keep out of reach of children.

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P103 Read label before use.

P202 Do not handle until all safety precautions have been read and understood.

P234 Keep only in original container.

P260 Do not breathe dust/fume/gas/mist/vapours/spray.

P262 Do not get in eyes, on skin, or on clothing.

P264 Wash … thoroughly after handling.

P271 Use only outdoors or in a well-ventilated area.

P273 Avoid release to the environment.

P280 Wear protective gloves/protective clothing/eye protection/face protection.

P281 Use personal protective equipment as required.

P285 In case of inadequate ventilation wear respiratory protection.

P350 Gently wash with plenty of soap and water.

P360 Rinse immediately contaminated clothing and skin with plenty of water before removingclothes.

P374 Fight fire with normal precautions from a reasonable distance.

P402 Store in a dry place.

P302+P352 IF ON SKIN: Wash with plenty of soap and water.

P362 Take off contaminated clothing.

P305+P351+P338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, ifpresent and easy to do. Continue rinsing.

P337+P313 If eye irritation persists: Get medical advice/attention.

P304+P340 IF INHALED: Remove person to fresh air and keep comfortable for breathing.

P311 Call a POISON CENTER or doctor/physician.

P403+P233 Store in a well-ventilated place. Keep container tightly closed.

P390 Absorb spillage to prevent material damage.

P301+P330+P331 IF SWALLOWED: rinse mouth. Do NOT induce vomiting.

P303+P361+P353 IF ON SKIN (or hair): Take off immediately all contaminated clothing. Rinse skin withwater/shower.

P310 Immediately call a POISON CENTER or doctor/physician.

3. Composition/Information On Ingredients

HAZARDOUS SUBSTANCES

Chemical Name CAS-No. Wt.%Range

GHS Symbols GHS Statements

Sodium Dioctyl Sulfosuccinate 2.5-10577-11-7

Glacial Acetic Acid1.0-2.5

GHS02-GHS05-GHS07

H226-290-312-332-31464-19-7

Sodium o-Phenylphenate 0.1-1.0 GHS05-GHS07 H335-302-315-318132-27-4

The text for GHS Hazard Statements shown above (if any) is given in the "16. Other Information" section.

4. First-aid Measures

FIRST AID - EYE CONTACT: Immediately flush eyes with plenty of water for at least 15 minutes holding eyelids open. Get medical attention. Do NOT allow rubbing of eyes or keeping eyes closed.

FIRST AID - SKIN CONTACT: Wash skin with soap and water. Remove contaminated clothing. Get medical attention if irritation develops or persists. Immediately flush skin with plenty of water for at least 15 minutes while removing clothing. Get medical attention immediately. Wash clothing separately before reuse. Destroy contaminated shoes.

FIRST AID - INHALATION: Remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. Get immediate medical attention. Do NOT use mouth-to-mouth resuscitation. If you experience difficulty in breathing, leave the area to obtain fresh air. If continued difficulty is experienced, get medical assistance immediately.

FIRST AID - INGESTION: Swallowing less than an ounce will not cause significant harm. For larger amounts, do not induce vomiting, but give one or two glasses of water to drink and get medical attention. If swallowed, do not induce vomiting. If victim is conscious and alert, give 2 to 4 cupfuls of water or milk. Call a physician or poison control center immediately. Never give anything by mouth to an unconscious person. Treat symptomatically and supportively. Do not induce vomiting unless advised by a physician. Call nearest Poison Control Center or Physician immediately.

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5. Fire-fighting Measures

EXTINGUISHING MEDIA: Alcohol Film Forming Foam, Carbon Dioxide, Dry Chemical, Water Fog

UNUSUAL FIRE AND EXPLOSION HAZARDS: FLASH POINT IS TESTED TO BE GREATER THAN 200 DEGREES F. No unusual fire or explosion hazards noted. Keep containers tightly closed.

SPECIAL FIREFIGHTING PROCEDURES: Water may be used to cool closed containers to prevent buildup of steam. Containers can rupture and release highly toxic material if exposed to heat. Substance is non-combustible but reacts with many metals to form explosive hydrogen gas. Use water spray to keep fire-exposed containers cool. Containers may explode when heated.

6. Accidental Release Measures

STEPS TO BE TAKEN IF MATERIAL IS RELEASED OR SPILLED: Dispose of according to local, state (provincial) and federal regulations. Do not incinerate closed containers. Avoid runoff into sewers and waterways. Provide ventilation and approach spill from upwind using proper personal protective equipment as indicated in Section 8. Carefully neutralize spill with sodium bicarbonate (NaHCO3). Contain spilled liquid with sand or earth. DO NOT use combustible materials such as sawdust.

7. Handling and Storage

HANDLING: Wash thoroughly after handling. Wash hands before eating. Avoid contact with eyes. Remove contaminated clothing and launder before reuse. Use only with adequate ventilation. Follow all MSDS/label precautions even after container is emptied because it may retain product residues. Avoid breathing fumes, vapors, or mist. Avoid contact with eyes, skin and clothing.

STORAGE: Keep from freezing. Keep container closed when not in use. Store in a dry, well ventilated place. Keep container tightly closed when not in use.

8. Exposure Controls/Personal Protection

Chemical Name CAS-No.Weight %Less Than

ACGIH TLV-TWA

ACGIH TLV-STEL

OSHA PEL-TWAOSHA PEL-

CEILING

Sodium Dioctyl Sulfosuccinate 577-11-7 5.0 N.E. N.E. N.E. N.E.Glacial Acetic Acid 64-19-7 5.0 10 ppm 15 ppm 10 ppm N.E.Sodium o-Phenylphenate 132-27-4 1.0 N.E. N.E. N.E. N.E.

PERSONAL PROTECTION

ENGINEERING CONTROLS: Use process enclosures, local exhaust ventilation, or other engineering controls to control airborne levels below recommended exposure limits. Prevent build-up of vapors by opening all doors and windows to achieve cross-ventilation. Provide general dilution of local exhaust ventilation in volume and pattern to keep TLV of hazardous ingredients below acceptable limits.

RESPIRATORY PROTECTION: A respiratory protection program that meets OSHA 1910.134 and ANSI Z88.2 requirements must be followed whenever workplace conditions warrant a respirator's use.

SKIN PROTECTION: Use gloves to prevent prolonged skin contact. Nitrile or Neoprene gloves may afford adequate skin protection. Use impervious gloves to prevent skin contact and absorption of this material through the skin.

EYE PROTECTION: Use safety eyewear designed to protect against splash of liquids.

OTHER PROTECTIVE EQUIPMENT: Refer to safety supervisor or industrial hygienist for further information regarding personal protective equipment and its application. Refer to safety supervisor or industrial hygienist for further guidance regarding types of personal protective equipment and their applications.

HYGIENIC PRACTICES: Wash thoroughly with soap and water before eating, drinking or smoking. Remove contaminated clothing immediately and launder before reuse.

Page 3 / 6


9. Physical and Chemical Properties

Appearance: Liquid Physical State: Liquid

Odor: Mild Odor Threshold: N.E.

Relative Density: 1.006 pH: N.A.

Freeze Point, °C: N.D. Viscosity: N.D.

Solubility in Water: Miscible Partition Coefficient, n-octanol/water: No Information

Decompostion Temp., °C: No Information

Boiling Range, °C: 0 - 999 Explosive Limits, vol%: N.A. - N.A.

Flammability: Does not Support Combustion Flash Point, °C: >93

Evaporation Rate: Slower than Ether Auto-ignition Temp., °C: No Information

Vapor Density: Heavier than Air Vapor Pressure: N.D.

(See "Other information" Section for abbreviation legend)

10. Stability and Reactivity

CONDITIONS TO AVOID: Avoid contact with strong acid and strong bases. Avoid contact with metals.

INCOMPATIBILITY: Incompatible with strong oxidizing agents, strong acids and strong alkalies. Product slowly corrodes copper, aluminum,zinc, and galvanized surfaces

HAZARDOUS DECOMPOSITION: By open flame, carbon monoxide and carbon dioxide. When heated to decomposition, it emits acrid smoke and irritating fumes. Decomposition produces hydrogen chloride, chlorine and hydrogen gases.

HAZARDOUS POLYMERIZATION: Will not occur under normal conditions.

STABILITY: This product is stable under normal storage conditions.

11. Toxicological information

EFFECTS OF OVEREXPOSURE - EYE CONTACT: Causes eye irritation. Substance causes severe eye irritation. Injury may be permanent.

EFFECTS OF OVEREXPOSURE - SKIN CONTACT: Substance may cause slight skin irritation. Severely irritating; may cause permanent skin damage.

EFFECTS OF OVEREXPOSURE - INHALATION: Low hazard for usual industrial handling or commercial handling by trained personnel. Harmful if inhaled. High gas, vapor, mist or dust concentrations may be harmful if inhaled. Avoid breathing fumes, spray, vapors, or mist. High vapor concentrations are irritating to the eyes, nose, throat and lungs.

EFFECTS OF OVEREXPOSURE - INGESTION: Substance may be harmful if swallowed. Corrosive and may cause severe and permanent damage to mouth, throat and stomach.

EFFECTS OF OVEREXPOSURE - CHRONIC HAZARDS: Repeated exposure to low concentrations of HCl vapor or mist may cause bleeding of nose and gums.

PRIMARY ROUTE(S) OF ENTRY: Eye Contact, Ingestion, Inhalation, Skin Absorption, Skin Contact

ACUTE TOXICITY VALUESThe acute effects of this product have not been tested. Data on individual components are tabulated below:

CAS-No. Chemical Name Oral LD50 Dermal LD50 Vapor LC50

577-11-7 Sodium Dioctyl Sulfosuccinate N.I. 10000 mg/kg Rabbit N.I.64-19-7 Glacial Acetic Acid 3310 mg/kg Rat 1060 µL/kg Rabbit 11.4 mg/L Rat

N.I. - No Information

12. Ecological Information

ECOLOGICAL INFORMATION: Product is a mixture of listed components.

13. Disposal Information

DISPOSAL INFORMATION: Dispose of material in accordance to local, state, and federal regulations and ordinances. Do not allow to enter waterways, wastewater, soil, storm drains or sewer systems.

Page 4 / 6


14. Transport Information

Domestic (USDOT) International (IMDG) Air (IATA) TDG (Canada)

UN Number: N.A. N.A. N.A. N.A.

Proper Shipping Name: Not Regulated Not Regulated Not Regulated Not Regulated

Hazard Class: N.A. N.A. N.A. N.A.

Packing Group: N.A. N.A. N.A. N.A.

Limited Quantity: No No No No

15. Regulatory Information

U.S. Federal Regulations:

CERCLA - SARA Hazard Category

This product has been reviewed according to the EPA ‘Hazard Categories’ promulgated under Sections 311 and 312 of theSuperfund Amendment and Reauthorization Act of 1986 (SARA Title III) and is considered, under applicable definitions, tomeet the following categories:

Acute Health Hazard, Chronic Health Hazard

Sara Section 313:

This product contains the following substances subject to the reporting requirements of Section 313 of Title III of theSuperfund Amendment and Reauthorization Act of 1986 and 40 CFR part 372:

No Sara 313 components exist in this product.

Toxic Substances Control Act:

This product contains the following chemical substances subject to the reporting requirements of TSCA 12(b) if exportedfrom the United States:

No TSCA 12(b) components exist in this product.

CALIFORNIA PROPOSITION 65:

WARNING: This product contains a substance known to the State of California to cause cancer.

Chemical Name CAS-No.

1,4-Dioxane 123-91-1Ethylene Oxide 75-21-8

CALIFORNIA PROPOSITION 65 REPRODUCTIVE TOXINSWARNING: This product contains a substance known to the State of California to cause birth defects or other reproductiveharm.

Chemical Name CAS-No.

Ethylene Oxide 75-21-8

International Regulations:

CANADIAN WHMIS:

This SDS has been prepared in compliance with Controlled Product Regulations except for the use of the 16 headings.

Page 5 / 6


16. Other Information

HMIS RATINGS

Health: 2* Flammability: 1 Physical Hazard: 0 Personal Protection: X

CANADIAN WHMIS CLASS: D2A D2B

NFPA RATINGS

Health: 2 Flammability: 1 Instability 0

VOLATILE ORGANIC COMPOUNDS, g/L: 317

MSDS REVISION DATE: 5/18/2015

REASON FOR REVISION: No Information

Legend: N.A. - Not Applicable, N.E. - Not Established, N.D. - Not Determined

Text for GHS Hazard Statements shown in Section 3 describing each ingredient:

H226 Flammable liquid and vapour.H290 May be corrosive to metals.H302 Harmful if swallowed.H312 Harmful in contact with skin.H314 Causes severe skin burns and eye damage.H315 Causes skin irritation.H318 Causes serious eye damage.H332 Harmful if inhaled.H335 May cause respiratory irritation.

Icons for GHS Pictograms shown in Section 3 describing each ingredient:

GHS02

GHS05

GHS07

Rust-Oleum Corporation believes, to the best of its knowledge, information and belief, the information contained herein to be accurate and reliable as of the date of this safety data sheet. However, because the conditions of handling, use, and storage of these materials are beyond our control, we assume no responsibility or liability for personal injury or property damage incurred by the use of these materials. Rust-Oleum Corporation makes no warranty, expressed or implied, regarding the accuracy or reliability of the data or results obtained from their use. All materials may present unknown hazards and should be used with caution. The information and recommendations in this material safety data sheet are offered for the users’ consideration and examination. It is the responsibility of the user to determine the final suitability of this information and to comply with all applicable international, federal, state, and local laws and regulations.

Page 6 / 6

Big Stretch Material Safety Data Sheet Page 1 of 2

Material Safety Data Sheet PRODUCT NAME: BIG STRETCH [100% Acrylic, High Performance Elastomeric Sealant] PRODUCT COLORS: Almond, Black, Clear, Dark Brown, Gray, Redwood, Tan, White, Woodtone,

Slate Gray, Ironstone, Pine Green, Limestone =================== SECTION I - MANUFACTURER IDENTIFICATION ===================== MANUFACTURER'S NAME: Sashco, Inc. ADDRESS: 10300 E. 107th Place, Brighton, Colorado 80601 PHONE: 1-303-286-7271 EMERGENCY PHONE: 1-800-535-5053 INFORMATION PHONE: 1-800-289-7290 DATE REVISED: September 16, 2010 NAME OF PREPARER: Andrew Spoelstra REASON FOR REVISION: Formula Review CODE IDENTIFICATION: BIG PRODUCT IDENTIFICATION: Big Stretch [100% Acrylic, High Performance Elastomeric Sealant] HMIS Ratings Health Flammability Reactivity PPE 1 0 0 B ====================== SECTION II - HAZARDOUS INGREDIENTS ======================= INGREDIENT CAS# WT.% TLV PEL VAPOR PRESSURE Ethylene Glycol 000107-21-1 1.0-3.5 50PPM 50PPM 0.12 mmHg @ 25C * The Threshold Limit Value (TLV) is the time weighted average (TWA) to which it is believed that most workers may be exposed 8-10 hours per day, 40 hours per week, without adverse health effects.

This chemical is subject to the reporting requirements of section 313 of SARA Title III. ========================= SECTION III - PHYSICAL DATA ============================= SPECIFIC GRAVITY (H

20=1): 1.14 (pigmented), 1.04 (clear)

PERCENT VOLATILE BY VOLUME (%): 33-35% (pigmented), 38-42% (clear) EVAPORATION RATE (WATER =1): >1 SOLUBILITY IN WATER (cured film): Negligible APPEARANCE AND ODOR: Fluid paste, slight ammonia odor, variety of colors BOILING POINT (F): N/A VAPOR PRESSURE (mm Hg.): N/A VAPOR DENSITY (AIR=1): N/A ================= SECTION IV - FIRE AND EXPLOSION HAZARD DATA ==================== FLASH POINT (F): N/A FLAMMABLE LIMITS: N/A EXTINGUISHING MEDIA: Normal procedures SPECIAL FIRE FIGHTING PROCEDURES: Direct water spray may cause frothing. UNUSUAL FIRE AND EXPLOSION HAZARDS: None known

Big Stretch Material Safety Data Sheet Page 2 of 2

======================== SECTION V - HEALTH HAZARD DATA ========================= THRESHOLD LIMIT VALUE: N/A EFFECTS OF OVEREXPOSURE: None known EMERGENCY AND FIRST AID PROCEDURES: If product has been ingested, administer two glasses of water and contact a physician. If material

comes in contact with eyes, rinse thoroughly for at least 20 minutes. If irritation persists, contact a physician.

========================= SECTION VI - REACTIVITY DATA ============================ STABILITY: Stable INCOMPATIBILITY: None known HAZARDOUS DECOMPOSITION PRODUCTS: None known HAZARDOUS POLYMERIZATION: Will not occur ==================== SECTION VII - SPILL OR LEAK PROCEDURES ====================== STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Wipe or scrape up and dispose. No special precautions are required. WASTE DISPOSAL METHOD: Dispose in a sanitary landfill or incinerate according to local and federal regulations. ================ SECTION VIII - SPECIAL PROTECTION INFORMATION =================== RESPIRATORY PROTECTION: None needed VENTILATION: Local exhaust, general PROTECTIVE GLOVES: Not normally needed. See Section V. EYE PROTECTION: Not normally needed. See Section V. OTHER PROTECTIVE EQUIPMENT: None required ======================= SECTION IX - SPECIAL PRECAUTIONS ========================= PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING: None known OTHER PRECAUTIONS: Keep away from children. SHIPPING INFORMATION: Big Stretch is not regulated under and DOT classification due to posing little or no hazard. =========================== SECTION X - DISCLAIMER =============================== DISCLAIMER: The information contained herein is based on data available at the time of preparation of this data sheet and which Sashco Inc. believes to be reliable. However, no warranty is expressed or implied regarding the accuracy of this data. Sashco, Inc. shall not be responsible for the use of this information or of any product, method or apparatus mentioned and you must make your own determination of its suitability and completeness for your own use, for the protection of the environment and the health and safety of your employees and users of this material.

This Material Safety Data Sheet is available in Canadian French and Hispanic American Spanish upon request.

Esta hoja de datos de la seguridad de los materiales está disponible en francés canadiense y en español a su solicitud. Los Datos de Serguridad del Producto pueden obtenerse en Espanol si lo riquiere.

Exposure Notes:

50-00-0 Formaldehyde is a specially regulated substance for which an OSHA chemical-specific exposure standard exits. Detailed information regarding this substance may be found in 29 CFR 1910.1048. Medical surveillance information regarding this substance may be found in Appendix C to 29 CFR 1910.1048.

Material

Safety

Data

Sheet

24 Hour Emergency Phone Numbers: Medical: 1-800-327-3874 1-513-558-5111 Transportation: 1-800-535-5053 1-352-323-3500 NOTE: National Response Center emergency numbers to be used only in the event of chemical emergencies involving a spill, leak, fire, exposure or accident involving chemicals.

IMPORTANT: Provide this information to employees, customers, and users of this product. Read this MSDS before handling or disposing of this product. This product is covered by the OSHA Hazard Communication Standard and this document has been prepared in accordance with requirements of this standard. All abbreviated terms used in this MSDS are further described in Section 16.

Section 1 - Chemical Product / Company Information

Product Name: DAP Elastopatch Flexible Patching Compound Revision Date: 02/23/2006 Product UPC Number:

7079812276 7079812278 7079812280 7079812286 7079812288 7079812290 7079835362 7079899953

Supercedes: 01/10/2000

Product Use/Class: Latex Caulk MSDS Number: 00077342001 Manufacturer: DAP Inc.

2400 Boston Street Suite 200 Baltimore, MD 21224-4723 888-327 -8477 (non-emergency matters)

Section 2 - Composition / Information On Ingredients Chemical Name CASRN WT% ACGIH TWA ACGIH

STEL ACGIH CEIL OSHA TWA OSHA STEL OSHA CEIL Skin

Calcium carbonate 1317 -65-3 30-60 10 MGM3 N.E. N.E. 15 MGM3 N.E. N.E. No

Magnesium-alumino -silicate 1318 -00-9 1-5 N.E. N.E. N.E. N.E. N.E. N.E. No

Stoddard solvent 8052 -41-3 0.5-1.5 100 PPM N.E. N.E. 500 PPM N.E. N.E. No

Ethylene glycol 107-21-1 0.5-1.5 N.E. N.E. 100 MGM3 N.E. N.E. N.E. No

Titanium dioxide 13463-67 -7 0.5-1.5 10 MGM3 N.E. N.E. 15 MGM3 N.E. N.E. No

Silica, crystalline 14808-60 -7 0.1-1.0 0.05 MGM3 N.E. N.E.10÷(%SiO2 +2) MGM3

N.E. N.E. No

Ammonia 7664 -41-7 <0.04 25 PPM 35 PPM N.E. 50 PPM N.E. N.E. No

Xylene 1330 -20-7 <0.003 100 PPM 150 PPM N.E. 100 PPM N.E. N.E. No

Formaldehyde 50-00-0 <0.0001 N.E. N.E. 0.3 PPM 0.75 PPM 2 PPM N.E. No

PAGE 1 of 7

Important: Listed Permissible Exposure Levels (PEL) are from the U.S. Dept. of Labor OSHA Final Rule Limits (CFR 29 1910.1000); these limits

may vary between states.

Note: An employee's skin exposure to substances having a "YES" in the "SKIN" column in the table above shall be prevented or reduced to the

extent necessary under the circumstances through the use of gloves, coveralls, goggles or other appropriate personal protective equipment, engineering controls or work practices

Emergency Overview: A white to off-white paste with a slight sweet odor. WARNING! Harmful if swallowed or absorbed through the skin. May cause eye, skin, nose, throat and respiratory tract irritation. This product contains ethylene glycol.

Refer to other MSDS sections for other detailed information.

Effects Of Overexposure - Eye Contact: May cause eye irritation.

Effects Of Overexposure - Skin Contact: Harmful if absorbed through the skin. May cause skin irritation.

Effects Of Overexposure - Inhalation: Harmful if inhaled. Inhalation may cause irritation to the respiratory tract (nose, mouth, mucous membranes). Inhalation of high vapor concentrations can cause central nervous system depression and narcosis.

Effects Of Overexposure - Ingestion: Harmful if swallowed.

Effects Of Overexposure - Chronic Hazards: Prolonged and repeated skin contact may cause irritation and possibly dermatitis. Repeated or prolonged exposure may cause respiratory system damage. Overexposure may cause kidney, cardiovascular, skin and liver damage. Formaldehyde vapor is a known animal carcinogen according to OSHA and NTP and is considered possibly carcinogenic to humans by inhalation. The International Agency for Research on Cancer considers formaldehyde to be a human carcinogen. Ethylene Glycol may cause kidney and liver damage upon prolonged and repeated overexposures. Studies have shown that repeated inhalation of ethylene glycol has produced adverse cardiovascular changes in laboratory animals. Ethylene glycol has been shown to cause birth defects in laboratory animals. Prolonged, repeated, or high exposures may cause weakness and depression of the central nervous system.

NOTICE: Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Symptoms include: loss of memory, loss of intellectual ability and loss of coordination.

Primary Route(s) Of Entry: Skin Contact, Skin Absorption, Inhalation

Medical Conditions which May be Aggravated by Exposure: None known.

First Aid - Eye Contact: In case of contact, immediately flush eyes with large quantities of water for at least 15 minutes until irritation subsides. Get medical attention immediately.

First Aid - Skin Contact: Wash off immediately with soap and plenty of water for at least 15 minutes. Get medical aid if symptoms persist. Remove and wash contaminated clothing.

Section 3 - Hazards Identification

Section 4 - First Aid Measures

PAGE 2 of 7

First Aid - Inhalation: If inhaled, remove to fresh air. If breathing is difficult, leave the area to obtain fresh air. If continued breathing difficulty is experienced, get medical attention immediately.

First Aid - Ingestion: If swallowed, DO NOT INDUCE VOMITING. Get medical attention immediately. Harmful or fatal if liquid is aspirated into the lungs. If swallowed, drink 8-10 oz. of water, get immediate medical attention.

Note to Physician: None.

COMMENTS: Call Medical Emergency at 1-800-327-3874 if any irritation or complication arises from any of the above routes of entry.

Extinguishing Media: Carbon Dioxide, Dry Chemical, Foam

Unusual Fire And Explosion Hazards: No special protective measures against fire required.

Special Firefighting Procedures: Wear self-contained breathing apparatus pressure-demand (NIOSH approved or equivalent) and full protective gear. Use water spray to cool exposed surfaces.

Steps To Be Taken If Material Is Released Or Spilled: Wear proper protective equipment as specified in Section 8. Use absorbent material or scrape up dried material and place in container.

Handling: KEEP OUT OF REACH OF CHILDREN! DO NOT TAKE INTERNALLY. Use only with adequate ventilation. Avoid breathing vapor and contact with eyes, skin and clothing. Wash thoroughly after handling. Open all windows and doors or use other means to ensure cross-ventilation and fresh air entry during application and drying. Odor is not an adequate warning for hazardous conditions.

Storage: Close container after each use. Store away from caustics and oxidizers. Store containers away from excessive heat and freezing. Do not store at temperatures above 120 degrees F.

Precautionary Measures: Please refer to other sections and subsections of this MSDS.

Engineering Controls: Good general ventilation should be sufficient to control airborne levels. Ensure adequate ventilation, especially in confined areas. Local ventilation of emission sources may be necessary to maintain ambient concentrations below recommended exposure limits.

Respiratory Protection: In case of insufficient ventilation, wear suitable respiratory equipment. A NIOSH-approved air purifying respirator with an organic vapor cartridge or canister may be necessary under certain circumstances where airborne concentrations are expected to exceed exposure limits. A respiratory protection program that meets the OSHA 1910.134 and ANSI Z88.2 requirements must be followed whenever workplace conditions warrant a respirator's use.

Section 5 - Fire Fighting Measures Flash Point, F: Greater than 200

Lower Explosive Limit, %: Not Established

Method: (Seta Closed Cup) Upper Explosive Limit, %: Not Established

Section 6 - Accidental Release Measures

Section 7 - Handling And Storage

Section 8 - Exposure Controls / Personal Protection

PAGE 3 of 7

Skin Protection: Rubber gloves.

Eye Protection: Goggles or safety glasses with side shields.

Other protective equipment: Not required under normal use.

Hygienic Practices: Remove and wash contaminated clothing before re-use. Wash hands before breaks and at the end of workday.

When reported, vapor pressure of this product has been calculated theoretically based on its constituent makeup and has not been determined experimentally.

(See section 16 for abbreviation legend)

Conditions To Avoid: Excessive heat and freezing.

Incompatibility: Incompatible with strong bases and oxidizing agents.

Hazardous Decomposition Products: Normal decomposition products, i.e., COx, NOx.

Hazardous Polymerization: Hazardous polymerization will not occur under normal conditions.

Stability: Stable under recommended storage conditions.

Carcinogenicity:

Section 9 - Physical And Chemical Properties Boiling Range:

Not Established

Vapor Density:

Not Established

Odor: Slight Sweet Odor Threshold: Not Established Appearance: White to Off-White Evaporation Rate: Not Established Solubility in H2O: Not Established Specific Gravity: 1.470 Freeze Point: Not Established pH: Between 7.0 and 12.0 Vapor Pressure: Not Established Viscosity: Not Established Physical State: Paste

Section 10 - Stability And Reactivity

Section 11 - Toxicological Information Product LD50: Not Established

Product LC50: Not Established

CASRN Chemical Name LD50 LC50 WT%107-21-1 Ethylene glycol Rat:4700 mg/kg Rat:10876 mg/kg 0.5-1.5

7664-41-7 Ammonia ------------- Rat:2000 ppm/4H <0.04

1330-20-7 Xylene Rat:4300 mg/kg Rat:5000 ppm/4H <0.003

50-00-0 Formaldehyde ------------- Rat:203 mg/m3 <0.0001

CAS No. Chemical Name ACGIH OSHA IARC NTP WT%

13463-67 -7 Titanium dioxide Not Listed. Not Listed.

Classification not

possible from current data.

Not Listed. 0.5-1.5

14808-60 -7 Silica, crystallineSuspected human

carcinogen.Not Listed. Human carcinogen. Known carcinogen. 0.1-1.0

50-00-0 FormaldehydeSuspected human

carcinogen.Potential cancer

hazard.Human carcinogen.

Anticipated carcinogen.

<0.0001

PAGE 4 of 7

Significant Data with Possible Relevance to Humans: This product contains trace amounts of free formaldehyde. OSHA and NTP identify formaldehyde as a potential carcinogen. IARC identifies formaldehyde as a human carcinogen. Formaldehyde has been shown to cause mutations in a variety of in-vitro test systems, the significance of which to humans is unknown. In a two-year inhalation study, rats showed carcinogenic effects in the respiratory system at 15 ppm of formaldehyde. There should be minimal risk when used with ventilation adequate to keep the atmospheric concentration of formaldehyde below the recommended exposure limits. Maintain adequate ventilation to prevent exposure above current OSHA / ACGIH exposure limits. Workplace monitoring of the air to define formaldehyde exposure levels may be necessary.

Ecological Information: Ecological injuries are not known or expected under normal use.

Disposal Information: Dispose of material in accordance with all federal, state and local regulations. State and Local regulations/restrictions are complex and may differ from Federal regulations. Responsibility for proper waste disposal is with the owner of the waste.

EPA Waste Code if Discarded (40 CFR Section 261): none

Note: The shipping information provided is applicable for domestic ground transport only. Different categorization may apply if shipped via other modes of transportation and/or to non-domestic destinations.

CERCLA - SARA Hazard Category:

This product has been reviewed according to the EPA 'Hazard Categories' promulgated under Sections 311 and 312 of the Superfund Amendment and Reauthorization Act of 1986 (SARA Title III) and is considered, under applicable definitions, to meet the following categories:

SARA Section 313:

This product contains the following substances subject to the reporting requirements of Section 313 of Title III of the Superfund Amendment and Reauthorization Act of 1986 and 40 CFR part 372:

None

Toxic Substances Control Act:

All ingredients in this product are either on TSCA inventory list, or otherwise exempt.

Section 12 - Ecological Information

Section 13 - Disposal Information

Section 14 - Transportation Information DOT Proper Shipping Name:

Not Regulated

Packing Group:

N.A.

DOT Technical Name: N.A. Hazard Subclass: N.A. DOT Hazard Class: N.A. DOT UN/NA Number: N.A.

Section 15 - Regulatory Information

PAGE 5 of 7

This product contains the following chemical substances subject to the reporting requirements of TSCA 12(B) if exported from the United States:

U.S. State Regulations

New Jersey Right-to-Know:

The following materials are non-hazardous, but are among the top five components in this product:

Pennsylvania Right-to-Know:

The following non-hazardous ingredients are present in the product at greater than 3%:

California Proposition 65:

Warning: The following ingredients present in the product are known to the State of California to cause cancer:

Warning: The following ingredients present in the product are known to the State of California to cause birth defects or other reproductive harm:

None.

VOLATILE ORGANIC COMPOUNDS, GR/LTR: 52.6 LB/GAL: 0.4 WT%: 2.493

REASON FOR REVISION: Periodic Update

Legend: N.A. – Not Applicable ACGIH – American Conference of Governmental Industrial Hygienists

N.E. – Not Established SARA – Superfund Amendments and Reauthorization Act of 1986

N.D. – Not Determined NJRTK – New Jersey Right-to-Know Law

VOC – Volatile Organic Compound OSHA – Occupational Safety and Health Administration

Chemical Name CAS Number WT%Xylene 1330 -20-7 <0.003

Chemical Name CAS Number WT%Non-Hazardous Polymer Proprietary 15-40

Water 7732 -18-5 10-30

Chemical Name CAS Number WT%Non-Hazardous Polymer Proprietary 15-40

Water 7732 -18-5 10-30

Chemical Name CAS Number Definition Date Listed WT%Silica, crystalline 14808-60-7 Carcinogenic. Listed: October 1, 1988 0.1-1.0

Formaldehyde 50-00-0 Carcinogenic. Listed: January 1, 1988 <0.0001

Section 16 - Other Information

HMIS Ratings:

Health: 1 Flammability: 2 Reactivity: 0 Personal Protection: X

PAGE 6 of 7

PEL – Permissible Exposure Limit HMIS – Hazardous Materials Identification System

TLV – Threshold Limit Value NTP – National Toxicology Program

STEL – Short Term Exposure Limit CEIL – Ceiling Exposure Limit

LD50 – Lethal Dose 50 LC50 – Lethal Concentration 50

F – Degree Fahrenheit C – Degree Celsius

MSDS – Material Safety Data Sheet CASRN – The Chemical Abstracts Service Registry Number

DAP believes the data and statements contained herein are accurate as of the date hereof. They are offered in good faith as typical values and not as a product specification. NO WARRANTY OF MERCHANTABILITY, WARRANTY OF FITNESS FOR ANY PARTICULAR PURPOSE OR ANY OTHER WARRANTY, EXPRESS OR IMPLIED, IS MADE WITH REGARD TO THE INFORMATION HEREIN PROVIDED OR THE PRODUCT TO WHICH THE INFORMATION REFERS. Since this document is intended only as a guide to the appropriate use and precautionary handling of the referenced product by a properly trained person, it is therefore the responsibility of the user to (i) review the recommendations with due consideration for the specific context of the intended use and (ii) determine if they are appropriate.

<End of MSDS>

PAGE 7 of 7

Material Safety Data Sheet Last Update: 11/05/12

HEALTH 1

FLAMMABILITY 0

REACTIVITY 0

PERSONAL PROTECTION

D

FIRST COAT PRIMER - WHITE501601

Manufacturer:RODDA PAINT COMPANY6123 N MARINE DRIVEPORTLAND, OR 97203

Name of preparer:Rick Barnard

Information Phone:(503) 521-4300

Emergency Phone:(800) 424-9300

Boiling Range: N/AVapor Density: Heavier than air.Solubility in Water: Complete.Appearance and Odor: White or tinted liquid, mild odor ofammonia.

Coating VOC: 1.01 lb/glMaterial VOC: 0.44 lb/glSpecific Gravity: 1.27Evaporation Rate: Slower than Butyl Acetate.

Flash Point: N/AMethod Used: N/A

Flashable Limits in air by volume:Upper: N/A Lower: N/A

Stability: Stable Hazardous Polymerization: Will not occur

Hazardous Ingredients / SARA III Information

Reportable Components CAS NumberVapor Pressuremm Hg @ Temp

WeightPercent

+ TITANIUM DIOXIDE 13463-67-7 10 - 20PEL (OSHA) : 15 mg/m3, TOTAL DUST, 8 HR TWA

TLV (ACGIH): 10 mg/m3, TOTAL DUST, 8 HR TWA

N/A

This product is believed not to contain toxic materials subject to the reporting requirements of Section 313 of Title III and of 40 CFR 372.

+ Indictates material(s) listed as a NTP, IARC, or OSHA carcinogen.

This product may contain small amounts of materials known to the State of California to cause cancer and reproductive harm.

This product is believed not to contain materials listed in Section 112(b) of the Clean Air Act.

Physical / Chemical Characteristics

Fire and Explosion Hazard Data

Extinguishing Media: CO2, dry chemical, foam, or water fog.Special Firefighting Procedures:For fires involving this material, do not enter any enclosed or confined fire space without proper protective equipment. Self-contained

breathing apparatus with a full facepiece operated in pressure-demand or other positive pressure mode to protect against the hazardouseffects of normal products of combustion or oxygen deficiency.Unusual Fire and Explosion Hazards:Product may spatter if temperature of liquid exceeds the boiling point of water. If solids ignite, toxic and irritating gases can be emitted.Thermal decomposition of this product will produce carbon monoxide and carbon dioxide gases.

Reactivity Data

Conditions to Avoid:Excessive temperatures, poor ventilation, and corrosive atmospheres. Avoid all heat sparks and sources of ignition.

Incompatibility (Materials to Avoid):Strong oxidizing agents (Nitric Acid, Permaganates, MEK Peroxide, Etc.).

Hazardous Decomposition or Byproducts:Normal combustion forms carbon dioxide and water vapor; incomplete combustion can produce carbon monoxide.

Page 1 of 2

Health Hazard Data

Inhalation - Health Risks and Symptoms of Exposure:Use only with adequate ventilation. If adequate ventilation is not possible, such as in a closed room or other situations where air flow is

minimal or nonexistent, see section VIII for information reguarding respiratory portection. Do not breathe dust or spray mist. Ensure fresh airentry during application and drying. For spray application, sanding, abrading, and dust cleanup, wear an appropriate properly fitted respirator(NIOSH/MSHA TC21C approved). Follow respirator manufacturer's directions for respirator use. If affected, remove to fresh air. If breathing isdifficult, administer oxygen. If breathing has stopped, give artificial respiration. Get medical attention.Skin and Eye Contact - Health Risks and Symptoms of Exposure:Exposure may cause drying of the skin with mild irritation. Symptoms may include: redness, burning sensation, drying and cracking.Exposure with material may cause moderate eye irritation. Symptoms may include: tearing, redness, and stinging sensation. Cornealinvolvement or visual impairment is not expected to occur.

Skin Absorbtion - Health Risks and Symptoms of Exposure:Prolonged exposure limit may result in the absorption of harmful amounts of material.

Ingestion - Health Risks and Symptoms of Exposure:Excessive breathing of vapors can cause nasal and respiratory irritation, dizziness, weakness, fatigue, nausea, headache, possibleunconsciousness, and even asphyxiation. Can cause gastrointestinal irritation, nausea, vomiting, and diarrhea. Aspiration of material intolungs and cause chemical pneumonitis which can be fatal.

Health Hazards (Acute and Chronic):Acute health hazards are listed above. Chronic: Prolonged and repeated exposure may cause delayed effects involving the blood, gastro-intestinal, respiratory, nervous and reporductive systems.

Health Hazards of Previous Coatings:WARNING! If you scrape, sand, or remove old paint, you may release lead dust. LEAD IS TOXIC. EXPOSURE TO LEAD DUST CAN CAUSESERIOUS ILLNESS, SUCH AS BRAIN DAMAGE, ESPECIALLY IN CHILDREN. PREGNANT WOMEN SHOULD ALSO AVIOD EXPOSURE. Wear aNIOSH-approved respirator to control lead exposure. Clean up carefully with a HEPA vacuum and a wet mop. Before you start, find out howto protect yourself and your family by contacting the National Lead Information hotline at 1-800-424-LEAD or log on to www.epa.gov/lead.

Carcinogenicity: NTP Carcinogen: No IARC Monographs: Yes OSHA Regulated: N/AThis material is not listed as a human carcinogenic.

Medical Conditions Generally Aggrevated by Exposure: None known. Emergency and First Aid Procedures: SKIN- Wash exposedarea with soap and water. EYES- Flush with large amounts of water.

Precautions for Safe Handling and Use

Steps to be Taken in Case Material is Released or Spilled:Persons not wearing protective equipment should be excluded from area of spill until clean-up had been completed. Stop spill at source, dike

area of spill to prevent spreading, pump liquid to salvage tank. Remaining liquid may be taken up on sand, clay, earth, floor absorbent, orother absorbent material and shoveled into containers. Prevent run- off sewers, streams, or other bodies of water.Waste Disposal Method:Destroy by liquid incineration. Material collected on absorbent material may be deposited in an approved landfill in accordance with local,state, and federal regulations.

Precautions to be Taken in Handling and Storing:Store in a cool, dry area. Keep away from heat, sparks, and open flame. Keep containers closed when not in use. Use only with adequateventilation.

Other Precautions:Containers of this material may be hazardous when emptied. Since emptied containers retain product residues (vapor, liquid, and/or solid),all hazard precautions given in this data sheet must be observed. READ AND OBSERVE ALL PRECAUTIONS ON LABEL!

Control Measures

Respiratory Protection:If TLV of the product or any component is exceeded, a NIOSH/MESA jointly approved self-contained breathing apparatus with a full face

piece operated in pressure demand or other positive pressure mode is advised; however, OSHA regulations also permit other NIOSH/MESArespirators under specified conditions. (See your safety equipment supplier).Ventilation:Provide sufficient mechanical and/or local exhaust to maintain exposure below TLV(s).

Protective Gloves:Wear resistant gloves such as: BUNA-N

Eye Protection:Chemical splash goggles in compliance with OSHA regulations are advised, unless full facepiece respirator is worn.

Other Protective Clothing or Equipment:To prevent repeated or prolonged skin contact, wear impervious clothing and boots.

Work / Hygienic Practices:Wash hands thoroughly after handling this product.

Disclaimer

This information provided as a resource only. It should not be taken as a warranty or representation for which Rodda Paint Co. assumes legalresponsibility. The information contained is believed to be accurate and compiled from sources believed to be reliable, it is the responsibility ofthe user to investigate and verify its validity. The user assumes all responsibility of using and handling the product in accordance withapplicable federal, state, and local regulations.

Page 2 of 2


HEALTH 2

FLAMMABILITY 3

REACTIVITY 0

PERSONAL PROTECTION

H

BARRIER III HS METAL PRIMER OFF WHITE708225





Boiling Range: 175F - 284 FVapor Density: Heavier than air.Solubility in Water: NoneAppearance and Odor: Off white liquid, solvent odor.

Coating VOC: 3.32 lb/glMaterial VOC: 3.32 lb/glSpecific Gravity: 1.26Evaporation Rate: Faster than Butyl Acetate.



WeightPercent

VM&P NAPHTHA 8032-32-4 5.0 25C 10 - 20OSHA TLV- 300ppm STEL- 400ppm

NIOSH TWA- 350mg/m3 Ceiling- 1800mg/m3 (value based on 15 minutes)

ACGIH TWA- 300ppm 1370mg/m3



METHYL N-PROPYL KETONE 107-87-9 0 - 10ACGIH: TLV 200 ppm STEL 250 ppm OSHA: PEL 200 ppm

METHYL ETHYL KETONE 78-93-3 70.9 20C 0 - 10OSHA TWA- 200ppm 590mg/m3

NIOSH TWA- 200ppm 590mg/m3 STEL- 300ppm 885mg/m3

ACGIH TWA- 200ppm 590mg/m3 STEL- 300ppm 885mg/m3

* ZINC COMPOUND 0 - 10

* ZINC COMPOUNDS 0 - 10

SOLVENT NAPHTHA, LIGHT AROMATIC 64742-95-6 0 - 10TLV: TWA 100; ACGIH 100; FEDERAL PEL 100

N-BUTYL ACETATE 123-86-4 0 - 10OSHA: TLV 150.0 PPM

*# XYLENE 1330-20-7 5.1 20 C 0 - 10OSHA TWA- 100ppm 435mg/m3



# METHYL ISOBUTYL KETONE 108-10-1 16 20C 0 - 10OSHA TWA- 100ppm 410mg/m3



+#> ETHYLBENZENE 100-41-4 10 20 C 0 - 10OSHA TWA- 100ppm 435mg/m3



# COBALT COMPOUNDS 0 - 10OSHA: NON ESTABLISHED ACGIH: NON ESTABLISHED

The above chemical(s) meet the criteria as defined under 29 CFR 1910 for toxic and hazardous substances.

* Indicates toxic material(s) subject to the reporting requirements of Section 313 of Title III and of 40 CFR 372.


>Indicates material(s) listed on California's Proposition 65 known to the state to cause reproductive toxicity or cancer.

# Indicates materials listed in Section 112(b) of the Clean Air Act.


Page 1 of 3

Flash Point: 23FMethod Used: TCT

Flashable Limits in air by volume:Upper: 11.5 Lower: 0.9



Extinguishing Media: Dry entinguishing agent. Avoid water.Special Firefighting Procedures:For fires involving this material, do not enter any enclosed or confined fire space without proper protective equipment. Self-contained

breathing apparatus with a full facepiece operated in pressure-demand or other positive pressure mode to protect against the hazardouseffects of normal products of combustion or oxygen deficiency.Unusual Fire and Explosion Hazards:Dust in contact with water or damp air evolves hydrogen. The heat produced during this reaction could ignite the hydrogen. An explosivecondition may exist if this happens in a confined space. Dry dust forms explosive mixtures with air, if ignited.

Reactivity Data


Incompatibility (Materials to Avoid):Strong oxidizing agents, moisture, acids and alkalis.


Health Hazard Data

Inhalation - Health Risks and Symptoms of Exposure:Use only with adequate ventilation. Do not breathe dust or spray mist. Ensure fresh air entry during application and drying. For spray

application, sanding, abrading, and dust cleanup, wear an appropriate properly fitted respirator (NIOSH/MSHA TC21C approved). Followrespirator manufacturer's directions for respirator use. Dust and fumes can cause nausea, gastric pain, irritation to upper respiratory tract.Overexposure can result in symptoms known as metal fume fever.Skin and Eye Contact - Health Risks and Symptoms of Exposure:Exposure may cause drying of the skin with mild irritation. Symptoms may include: redness, burning sensation, drying and cracking.Exposure with material may cause moderate eye irritation. Symptoms may include: tearing, redness, and stinging sensation. Cornealinvolvement or visual impairment is not expected to occur.



Health Hazards (Acute and Chronic):Metal fume fever symptoms include: chills fever, muscular pain, nausea and vommiting.


Carcinogenicity: NTP Carcinogen: No IARC Monographs: Yes OSHA Regulated: YesThis material is not listed as a human carcinogenic.

Medical Conditions Generally Aggrevated by Exposure: Inhalation may be an irritant to pre-existing respiratory conditions.Emergency and First Aid Procedures: SKIN- Wash exposed area with soap and water. EYES- Flush with large amounts of water.INGESTION- drink milk to counter act metal fume fever.


Steps to be Taken in Case Material is Released or Spilled:Eliminate all ignition sources (flares, flames including pilot lights and electrical sparks). Persons not wearing protective equipment should be

excluded from area of spill until clean-up had been completed. Stop spill at source, dike area of spill to prevent spreading, pump liquid tosalvage tank. Remaining liquid may be taken up with sand, clay, earth, floor absorbent, or other absorbent material and shoveled intocontainers. Prevent run-off sewers, streams, or other bodies of water.Waste Disposal Method:Destroy by liquid incineration. Material collected on absorbent material may be deposited in an approved landfill in accordance with local,state, and federal regulations.



Page 2 of 3

Control Measures







Disclaimer


Page 3 of 3

M A T E R I A L S A F E T Y D A T A S H E E T

PRODUCT NAME: COVER COAT AC909 EXT SATIN WHITE BASE HMIS CODES: H F R P

PRODUCT CODE: 521101 1 0 0 C

================== SECTION I - MANUFACTURER IDENTIFICATION =================

MANUFACTURER'S NAME: RODDA PAINT COMPANY

ADDRESS : 6123 N MARINE DRIVE

PORTLAND, OR 97203

EMERGENCY PHONE : (800) 424-9300 DATE REVISED : 05/06/15

INFORMATION PHONE : (503) 521-4300 NAME OF PREPARER : Rodda Paint Co.

========== SECTION II - HAZARDOUS INGREDIENTS/SARA III INFORMATION =========

VAPOR PRESSURE WEIGHT

REPORTABLE COMPONENTS CAS NUMBER mm Hg @ TEMP PERCENT

------------------------------------------------------------------------------------------------

-----------------------------------------

+ TITANIUM DIOXIDE 13463-67-7 10 - 20

PEL (OSHA) : 15 mg/m3, TOTAL DUST, 8 HR TWA


N/A

This product is believed not to contain toxic materials subject to the reporting

requirements of Section 313 of Title III and of 40 CFR 372.


This product may contain small amounts of materials known to the State of

California to cause cancer and reproductive harm.

This product is believed not to contain materials listed in Section 112(b) of

the Clean Air Act.

=============== SECTION III - PHYSICAL/CHEMICAL CHARACTERISTICS ============

BOILING RANGE: N/A SPECIFIC GRAVITY (H2O=1): 1.29

VAPOR DENSITY: Heavier than air. EVAPORATION RATE: Slower than Butyl

Acetate.

COATING V.O.C.: 0.69 lb/gl MATERIAL V.O.C.: 0.28 lb/gl

SOLUBILITY IN WATER: Complete.

APPEARANCE AND ODOR: White or tinted liquid, mild odor of ammonia.

Color/tinted liquid, ammonia odor.

================= SECTION IV - FIRE AND EXPLOSION HAZARD DATA ==============

FLASH POINT: N/A METHOD USED: N/A

FLAMMABLE LIMITS IN AIR BY PERCENT VOLUME- LOWER: N/A UPPER: N/A

EXTINGUISHING MEDIA

CO2, dry chemical, foam, or water fog.

SPECIAL FIREFIGHTING PROCEDURES

For fires involving this material, do not enter any enclosed or confined fire

space without proper protective equipment. Self-contained breathing apparatus

with a full facepiece operated in pressure-demand or other positive pressure

mode to protect against the hazardous effects of normal products of combustion

or oxygen deficiency.

UNUSUAL FIRE AND EXPLOSION HAZARDS

Product may spatter if temperature of liquid exceeds the boiling point of water.

If solids ignite, toxic and irritating gases can be emitted. Thermal

decomposition of this product will produce carbon monoxide and carbon dioxide

gases.

======================== SECTION V - REACTIVITY DATA =======================

STABILITY: | X | Stable | | Unstable

CONDITIONS TO AVOID

Excessive temperatures, poor ventilation, and corrosive atmospheres. Avoid all

heat sparks and sources of ignition.

INCOMPATIBILITY (MATERIALS TO AVOID)

Strong oxidizing agents (Nitric Acid, Permaganates, MEK Peroxide, Etc.).

HAZARDOUS DECOMPOSITION OR BYPRODUCTS

Normal combustion forms carbon dioxide and water vapor; incomplete combustion

can produce carbon monoxide.

HAZARDOUS POLYMERIZATION: | | May occur | X | Will not occur

==================== SECTION VI - HEALTH HAZARD DATA =======================

INHALATION HEALTH RISKS AND SYMPTOMS OF EXPOSURE

Use only with adequate ventilation. If adequate ventilation is not possible,

such as in a closed room or other situations where air flow is minimal or

nonexistent, see section VIII for information reguarding respiratory portection.

Do not breathe dust or spray mist. Ensure fresh air entry during application

and drying. For spray application, sanding, abrading, and dust cleanup, wear an

appropriate properly fitted respirator (NIOSH/MSHA TC21C approved). Follow

respirator manufacturer's directions for respirator use.

If affected, remove to fresh air. If breathing is difficult, administer oxygen.

If breathing has stopped, give artificial respiration. Get medical attention.

SKIN AND EYE CONTACT HEALTH RISKS AND SYMPTOMS OF EXPOSURE

Exposure may cause drying of the skin with mild irritation. Symptoms may

include: redness, burning sensation, drying and cracking. Exposure with

material may cause moderate eye irritation. Symptoms may include: tearing,

redness, and stinging sensation. Corneal involvement or visual impairment is

not expected to occur.

SKIN ABSORPTION HEALTH RISKS AND SYMPTOMS OF EXPOSURE

Prolonged exposure limit may result in the absorption of harmful amounts of

material.

INGESTION HEALTH RISKS AND SYMPTOMS OF EXPOSURE

Excessive breathing of vapors can cause nasal and respiratory irritation,

dizziness, weakness, fatigue, nausea, headache, possible unconsciousness, and

even asphyxiation. Can cause gastrointestinal irritation, nausea, vomiting, and

diarrhea. Aspiration of material into lungs and cause chemical pneumonitis

which can be fatal.

HEALTH HAZARDS (ACUTE AND CHRONIC)

Acute health hazards are listed above. Chronic: Prolonged and repeated exposure

may cause delayed effects involving the blood, gastro-intestinal, respiratory,

nervous and reporductive systems.

HEALTH HAZARDS OF PREVIOUS COATINGS

WARNING! If you scrape, sand, or remove old paint, you may release lead dust.

LEAD IS TOXIC. EXPOSURE TO LEAD DUST CAN CAUSE SERIOUS ILLNESS, SUCH AS BRAIN

DAMAGE, ESPECIALLY IN CHILDREN. PREGNANT WOMEN SHOULD ALSO AVIOD EXPOSURE. Wear

a NIOSH-approved respirator to control lead exposure. Clean up carefully with a

HEPA vacuum and a wet mop. Before you start, find out how to protect yourself

and your family by contacting the National Lead Information hotline at 1-800-

424-LEAD or log on to www.epa.gov/lead.

CARCINOGENICITY: NTP CARCINOGEN: No IARC MONOGRAPHS: Yes OSHA REGULATED: N/A

This material is not listed as a human carcinogenic.

MEDICAL CONDITIONS GENERALLY AGGRAVATED BY EXPOSURE

None known.

EMERGENCY AND FIRST AID PROCEDURES

SKIN- Wash exposed area with soap and water. EYES- Flush with large amounts of

water.

=========== SECTION VII - PRECAUTIONS FOR SAFE HANDLING AND USE ============

STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED

Persons not wearing protective equipment should be excluded from area of spill

until clean-up had been completed. Stop spill at source, dike area of spill to

prevent spreading, pump liquid to salvage tank. Remaining liquid may be taken

up on sand, clay, earth, floor absorbent, or other absorbent material and

shoveled into containers. Prevent run-off sewers, streams, or other bodies of

water.

WASTE DISPOSAL METHOD

Destroy by liquid incineration. Material collected on absorbent material may be

deposited in an approved landfill in accordance with local, state, and federal

regulations.

PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING

Store in a cool, dry area. Keep away from heat, sparks, and open flame. Keep

containers closed when not in use. Use only with adequate ventilation.

OTHER PRECAUTIONS

Containers of this material may be hazardous when emptied. Since emptied

containers retain product residues (vapor, liquid, and/or solid), all hazard

precautions given in this data sheet must be observed. READ AND OBSERVE ALL

PRECAUTIONS ON LABEL!

===================== SECTION VIII - CONTROL MEASURES ======================

RESPIRATORY PROTECTION

If TLV of the product or any component is exceeded, a NIOSH/MESA jointly

approved self-contained breathing apparatus with a full face piece operated in

pressure demand or other positive pressure mode is advised; however, OSHA

regulations also permit other NIOSH/MESA respirators under specified conditions.

(See your safety equipment supplier).

VENTILATION

Provide sufficient mechanical and/or local exhaust to maintain exposure below

TLV(s).

PROTECTIVE GLOVES

Wear resistant gloves such as: BUNA-N

EYE PROTECTION

Chemical splash goggles in compliance with OSHA regulations are advised, unless

full facepiece respirator is worn.

OTHER PROTECTIVE CLOTHING OR EQUIPMENT

To prevent repeated or prolonged skin contact, wear impervious clothing and

boots.

WORK/HYGIENIC PRACTICES

Wash hands thoroughly after handling this product.

========================= SECTION IX - DISCLAIMER ==========================

This information provided as a resource only. It should not be taken as a

warranty or representation for which Rodda Paint Co. assumes legal

responsibility. The information contained is believed to be accurate and

compiled from sources believed to be reliable, it is the responsibility of the

user to investigate and verify its validity. The user assumes all

responsibility of using and handling the product in accordance with applicable

federal, state, and local regulations.


HEALTH 1

FLAMMABILITY 0

REACTIVITY 0

PERSONAL PROTECTION

C

UNIQUE II SEMI GLOSS ENAMEL - WHITE BASE542001





Boiling Range: 388 FVapor Density: Heavier than air.Solubility in Water: Complete.Appearance and Odor: White or tinted liquid, mild odor ofammonia. Color/tinted liquid, ammonia odor.

Coating VOC: 1.18 lb/glMaterial VOC: 0.47 lb/glSpecific Gravity: 1.25Evaporation Rate: Slower than Butyl Acetate.

Flash Point: 232 FMethod Used: TCC

Flashable Limits in air by volume:Upper: 15 Lower: 3.2




WeightPercent



*# ETHYLENE GLYCOL 107-21-1 .05 20 C 0 - 10OSHA TLV (vapor) ceiling 50 ppm

The above chemical(s) meet the criteria as defined under 29 CFR 1910 for toxic and hazardous substances.

* Indicates toxic material(s) subject to the reporting requirements of Section 313 of Title III and of 40 CFR 372.


This product may contain small amounts of materials known to the State of California to cause cancer and reproductive harm.

# Indicates materials listed in Section 112(b) of the Clean Air Act.



Extinguishing Media: CO2, dry chemical, foam, or water fog.Special Firefighting Procedures:For fires involving this material, do not enter any enclosed or confined fire space without proper protective equipment. Self-contained

breathing apparatus with a full facepiece operated in pressure-demand or other positive pressure mode to protect against the hazardouseffects of normal products of combustion or oxygen deficiency.Unusual Fire and Explosion Hazards:Product may spatter if temperature of liquid exceeds the boiling point of water. If solids ignite, toxic and irritating gases can be emitted.Thermal decomposition of this product will produce carbon monoxide and carbon dioxide gases.

Reactivity Data


Incompatibility (Materials to Avoid):Strong oxidizing agents (Nitric Acid, Permaganates, MEK Peroxide, Etc.).


Page 1 of 2

Health Hazard Data

Inhalation - Health Risks and Symptoms of Exposure:Use only with adequate ventilation. If adequate ventilation is not possible, such as in a closed room or other situations where air flow is

minimal or nonexistent, see section VIII for information reguarding respiratory portection. Do not breathe dust or spray mist. Ensure fresh airentry during application and drying. For spray application, sanding, abrading, and dust cleanup, wear an appropriate properly fitted respirator(NIOSH/MSHA TC21C approved). Follow respirator manufacturer's directions for respirator use. If affected, remove to fresh air. If breathing isdifficult, administer oxygen. If breathing has stopped, give artificial respiration. Get medical attention.Skin and Eye Contact - Health Risks and Symptoms of Exposure:Exposure may cause drying of the skin with mild irritation. Symptoms may include: redness, burning sensation, drying and cracking.Exposure with material may cause moderate eye irritation. Symptoms may include: tearing, redness, and stinging sensation. Cornealinvolvement or visual impairment is not expected to occur.



Health Hazards (Acute and Chronic):Acute health hazards are listed above. Chronic: Prolonged and repeated exposure may cause delayed effects involving the blood, gastro-intestinal, respiratory, nervous and reporductive systems.


Carcinogenicity: NTP Carcinogen: No IARC Monographs: Yes OSHA Regulated: YesThis material is not listed as a human carcinogenic.

Medical Conditions Generally Aggrevated by Exposure: None known. Emergency and First Aid Procedures: SKIN- Wash exposedarea with soap and water. EYES- Flush with large amounts of water.


Steps to be Taken in Case Material is Released or Spilled:Persons not wearing protective equipment should be excluded from area of spill until clean-up had been completed. Stop spill at source, dike

area of spill to prevent spreading, pump liquid to salvage tank. Remaining liquid may be taken up on sand, clay, earth, floor absorbent, orother absorbent material and shoveled into containers. Prevent run- off sewers, streams, or other bodies of water.Waste Disposal Method:Destroy by liquid incineration. Material collected on absorbent material may be deposited in an approved landfill in accordance with local,state, and federal regulations.



Control Measures







Disclaimer


Page 2 of 2

Building Addresses Building size Building color1745 E 39TH 1747 E 39TH 1705 E 42ND 1707 E 42ND 1720 E 41ST 1722 E 41ST 4202 SAL BL.4204 SAL BL.4232 E Q ST4234 E Q ST4214 E Q ST4216 E Q ST4136 E Q ST4138 E Q ST4102 E Q ST4104 E Q ST4016 E Q ST4018 E Q ST

Building Addresses Building size Building color3915 SAL BL3917 SAL BL4015 SAL BL4017 SAL BL4101 SAL BL4103 SAL BL4201 SAL BL4203 SAL BL4207 SAL BL4209 SAL BL1818 E 43RD 1820 E 43RD

1817 HARPER1819 HARPER4314 SAL BL4316 SAL BL4313 E Q ST4315 E Q ST4301 E Q ST4303 E Q ST1714 E 43RD 1716 E 43RD

Sal 1

S1-03-D

S1-16-D

S1-19-D

S1-21-D

S1-28-D

S1-31-D

S1-34-D

S1-39-D

S1-42-D

Duplex

Duplex

Duplex

Duplex

Duplex

Duplex

Duplex

Duplex

Duplex

S2-09-D Duplex

S2-10-D Duplex

S2-12-D Duplex

Sal 2

S2-02-D Duplex

S2-05-D Duplex

S2-06-D Duplex

S2-16-D Duplex

S2-19-D Duplex

S2-21-D Duplex

S2-23-D Duplex

S2-24-D Duplex

4302 E Q ST4304 E Q ST4318 E Q ST4320 E Q ST4322 E Q ST4330 E Q ST4332 E Q ST4334 E Q ST4336 E Q ST4338 E Q ST4344 E Q ST4346 E Q ST4354 E Q ST4356 E Q ST4358 E Q ST4360 E Q ST4372 E Q ST4374 E Q ST4376 E Q ST4378 E Q ST4380 E Q ST4382 E Q ST

Building Addresses Building size Building color4357 E R ST4359 E R ST4361 E R ST

1816 HARPER1818 HARPER1819 E 44TH1821 E 44TH 1823 E 44TH 1825 E 44TH 1809 E 44TH 1811 E 44TH 1813 E 44TH 1815 E 44TH 4335 SAL BL4337 SAL BL4339 SAL BL4325 SAL BL4327 SAL BL4329 SAL BL

1714 HARPER1716 HARPER

S2-35-D Duplex

S2-30-T Triplex

S2-32-D Duplex

S2-33-T Triplex

S2-26-D Duplex

Sal 3

S3-03-T Triplex

S3-14-D Duplex

S2-41-T Triplex

S2-42-T Triplex

S2-38-D Duplex

S2-37-D Duplex

S3-29-T Triplex

S3-33-D Duplex

S3-23-F Fourplex

S3-24-F Fourplex

S3-28-T Triplex

4325 E Q ST4327 E Q ST4329 E Q ST4343 E Q ST4345 E Q ST

Building Addresses Building size Building color4615 E R ST4617 E R ST1733 E 46TH 1735 E 46TH 4470 E R ST4472 E R ST1721 E 46TH 1723 E 46TH 1725 E 46TH 1715 E 46TH 1717 E 46TH 1719 E 46TH 4418 E Q ST4420 E Q ST4422 E Q ST4452 E Q ST4454 E Q ST4478 E Q ST4480 E Q ST4488 E Q ST4490 E Q ST4492 E Q ST

S3-34-T Triplex

Triplex

Sal 4

S4-08-D Duplex

S4-10-F Fourplex

S3-36-D Duplex

S4-29-D Duplex

S4-35-D Duplex

S4-37-T Triplex

S4-12-T Triplex

S4-13-T Triplex

S4-22-T

Building Addresses Building size Building color3915 ROOSEVELT 3917 ROOSEVELT 3909 ROOSEVELT 3911 ROOSEVELT

4101 EVERETT 4103 EVERETT 3947 EVERETT 3949 EVERETT 2004 EAST 41ST2006 EAST 41ST

4101 EAST T4103 EAST T

Building Addresses Building size Building color4116 T STREET4118 T STREET

S6-13-S 4215 EVERETT Single4261 EVERETT4263 EVERETT

S6-18-D 4271 EVERETT Single4250 EVERETT 4252 EVERETT 2051 EAST 44th 2053 EAST 44th 2055 EAST 44th 2035 EAST 44th2037 EAST 44th 2039 EAST 44th 2044 E 43RD ST2046 E 43RD ST

Building Addresses Building size Building color4614 E R ST4616 E R ST4602 E R ST4604 E R ST4656 CT Q4658 CT Q4660 CT Q

Sal 5

S5-07-D Duplex

S5-08-D Duplex

S5-25-D Duplex

S5-26-D Duplex

S5-44-F Fourplex

Sal 6

S6-01-D Duplex

S6-17-D Duplex

S6-21-D Duplex

S7-03-D Duplex

S7-15-T Triplex

Sal 7

S7-01-D Duplex

S6-27-T Triplex

S6-29-T Triplex

S6-41-D Duplex

Yvonne

Text Box

Area No. of Bldgs Contract TermSal 1 9 30

Sal 2 20 60

Sal 3 9 40

Sal 4 8 40

Sal 5 5 20

Sal 6 8 30

Exterior Painting at Salishan

The table below outlines the number of buildings

for each Salishan and the contract term for each

area. The contract term will run concurrently and

not consecutively.

EXHIBIT F

TACOMA HOUSING AUTHORITY ITB For... · TACOMA HOUSING AUTHORITY . ... 2004 EAST 41ST 2006 EAST 41ST...

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